The URL can be used to link to this page

Home My WebLink AboutS and B Engineering Inc; 2013-06-03; PWS13-25TRAN· Project: # 6035, MUTCD Street Name Sign Replacement Program CC0#4 CITY OF CARLSBAD CONTRACT CHANGE ORDER NO. 4 Project: 6035, MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 ACCOUNT NO. CONTRACTOR: ADDRESS: 15270009060/603519066 S&B Engineering, Inc. 12570 Slaughterhouse Canyon Rd. Lakeside, CA 92040 P.O. NO. P129335 The Contractor is directed to make the following changes as described herein. Changes shall include all labor, materials, equipment, contract time extension, and all other goods and services required to implement this change. Payment stated on this change order includes all charges, direct or indirect, arising out of this additional work including charges for field overhead, extended home office overhead, delays, disruptions, cumulative impacts, loss of efficiency, extended equipment costs and overtime premium costs and is expressly agreed between the City and the Contractor to be the complete and final costs hereof. The requirements of the specifications, where pertinent and not in conflict with this change order, shall apply to these changes. This change order is not effective unless signed by the City Manager and/or the Mayor or his/her designee. Pursuant to Section 3 of the General Provisions of this contract, perform the following: Item 1: Increase the quantity of bid item A-11, change order #3, by a total of 10 each. Increase to contract cost.. ................................................................................ $80.00 Item 2: Decrease the amount of bid item 2, change order #3, by $1,372.00 Decrease to contract cost. .......................................................................... ($1 ,372.00) TOTAL DECREASE TO CONTRACT COST .................................................. ($1 ,292.00) TIME FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL BE INCREASED BY 44 WORKING DAYS AS A RESULT OF THIS CHANGE ORDER. THE REVISED CONTRACT COMLPETION DATE IS February 5, 2016. Project: # 6035, MUTCD Street Name Sign Replacement Program CC0#4 RECOMMENDED BY: APPROVED BY: CITYM (DATE) (DATE) DISTRIBUTION: INSPECTION FILE (ORIGINAL), PURCHASING, CONTRACTOR, DEPUTY DIRECTOR DESIGN CITY OF CARLSBAD CONTRACT CHANGE ORDER TRANSMITTAL-C/0 # 4 Project: 6035, MUTCD Street Name Sign Replacement Program Date Routed: Reasons for changes: To: Construction Management & Inspection Department Head Finance Director~ City Manager/Mayor ,...., Construction Management & Inspection Item 1 : Adjust the quantity of bid item A-11 , change order #3, MDSolutions extension for cantilever wing bracket. Increase quantity by ten (1 0) for a total of 180 each. Item 2 : Reduce the amount of item 2 of change order #3, additional street name signs, by $1 ,372.00. ACCOUNTING SUMMARY: Original contract amount $637,659.00 Total amount this C/0 -$1 ,292 .00 Total amount of previous C/O's $21,785.00 Total C/O's to date $20,493.00 New Contract Amount $658,152.00 Total C/O's as % of original contract 3.21% Contingency amount encumbered $63,766.00 Contingency increase I decrease $0.00 Contingency Subtotal $63,766.00 Total C/O's to date $20,493.00 Contingency balance $43 ,273.00 CITY OF CARLSBAD San Diego County California CONTRACT DOCUMENTS, GENERAL PROVISIONS, SUPPLEMENTAL PROVISIONS, AND TECHNICAL SPECIFICATIONS FOR MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 ^ BID NO. PWS13-25TRAN Revised 09/11/12 Contract No. 6035 Page 1 of 104 Pages TABLE OF CONTENTS Jtem Page Notice Inviting Bids , 5 Contractor's Proposal 9 Bid Security Form 16 Bidder's Bond to Accompany Proposal 17 Guide for Completing the "Designation Of Subcontractors" Form 19 Designation of Subcontractor and Amount of Subcontractor's Bid Items 21 Bidder's Statement of Technical Ability and Experience 22 Bidder's Certificate of Insurance for General Liability, Employers' Liability, Automotive Liability and Workers' Compensation 23 Bidder's Statement Re Debarment 24 Bidder's Disclosure of Discipline Record 25 Non-Collusion Declaration to Be Executed by Bidder and Submitted with Bid 27 Contract Public Works 28 Labor and Materials Bond 34 Faithful Performance/Warranty Bond 36 Optional Escrow Agreement for Surety Deposits in Lieu of Retention 38 GENERAL PROVISIONS Section 1 Terms, Definitions Abbreviations and Symbols 1-1 Terms 41 1 -2 Definitions 42 1-3 Abbreviations 46 1-4 Units of Measure 48 1- 5 Symbols 49 Section 2 Scope and Control of The Work 2- 1 Award and Execution of Contract 50 2-2 Assignment 50 2-3 Subcontracts 50 2-4 Contract Bonds 51 2-5 Plans and Specifications 52 2-6 Work to be Done 56 2-7 Subsurface Data 56 2-8 Right-of-Way.. 56 Revised 09/11 /12 Contract No. 6035 Page 2 of 104 Pages 2-9 Authority of Board and Engineer 56 2- 10 Inspection 57 Section 3 Changes in Work 3- 1 Changes Requested by the Contractor.... 57 3-2 Changes Initiated by the Agency 57 3-3 Extra Work 59 3-4 Changed Conditions 61 3- 5 Disputed Work 62 Section 4 Control of Materials 4- 1 Materials and Workmanship 65 4- 2 Materials Transportation, Handling and Storage 69 Section 5 Utilities 5- 1 Location 70 5-2 Protection 70 5-3 Removal 71 5-4 Relocation 71 5-5 Delays 72 5- 6 Cooperation 73 Section 6 Prosecution, Progress and Acceptance of the Work 6- 1 Construction Schedule and Commencement of Work 73 6-2 Prosecution of Work 73 6-3 Suspension of Work 74 6-4 Default by Contractor 75 6-5 Termination of Contract 75 6-6 Delays and Extensions of Time 76 6-7 Time of Completion 76 6-8 Completion, Acceptance, and Warranty 77 6-9 Liquidated Damages 78 6- 10 Use of Improvement During Construction 78 Section 7 Responsibilities of the Contractor 7- 1 Contractor's Equipment and Facilities.. 78 7-2 Labor 79 7-3 Liability Insurance 79 7-4 Workers'Compensation Insurance 79 7-5 Permits 79 7-6 The Contractor's Representative 80 7-7 Cooperation and Collateral Work 80 7-8 Project Site Maintenance 80 7-9 Protection and Restoration of Existing Improvements 82 7-10 Public Convenience and Safety 83 7-11 Patent Fees or Royalties 85 7-12 Advertising 85 7-13 Laws to be Observed 85 7- 14 Antitrust Claims 86 Section 8 Measurement and Payment 8- 1 Measurement of Quantities for Unit Price Work 86 8-2 Lump Sum Work 86 8-3 Payment 86 8-4 Bid Items 90 Revised 09/11/12 Contract No. 6035 Page 3 of 104 Pages SUPPLEMENTAL PROVISIONS TO PART 2 AND 3 OF THE SSPWC Part 2 Construction Materials Section 201 Concrete, Mortar and Related Materials 201-1 Portland Cement Concrete 92 Section 206 Miscellaneous Metal Items 206-7 Traffic Signs 92 206- 8 Light Gage Steel Tubing and Connectors 94 Section 207 Pipe 207- 9 Iron Pipe and Fittings 96 207-10 Steel Pipe 96 Section 210 Paint and Protective Coatings 210-1 Paint 97 210-3 Galvanizing 97 Part 3 Construction Methods Section 300 Earthwork 300-13 Storm Water Pollution Prevention Plan 98 TECHNICAL SPECIFICATIONS Technical Specificatins - Ground Mounted Street Name Signs 99 Technical Specifications - Signal Mounted Street Name Signs 103 Appendix A Appendix B Revised 09/11/12 Contract No. 6035 Page 4 of 104 Pages CITY OF CARLSBAD, CALIFORNIA NOTICE INVITING BIDS UNTIL 2:00 PM ON JANUARY 29, 2013, the City shall accept sealed bids, clearly marked as such, at the Faraday Center, 1635 Faraday Avenue, Carlsbad, CA 92008-7314, Attn: Purchasing Officer, by mail, delivery service or by deposit in the Bid Box located in the first floor lobby, at which time they will be opened and read, for performing the work as follows: Manufacture and install new street name signs citywide, replacing existing signs, as part of the city's MUTCD Street Sign Replacement Program, Contract No. 6035. MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 BID NO. PWS13-25TRAN INSTRUCTIONS TO BIDDERS AND BID REQUIREMENTS This bid and the terms of the Contract Documents and General Provisions constitute an irrevocable offer that shall remain valid and in full force for a period of 90 days and such additional time as may be mutually agreed upon by the City of Carlsbad and the Bidder. No bid will be received unless it is made on a proposal form furnished by the Purchasing Department. Each bid must be accompanied by security in a form and amount required by law. The bidder's security of the second and third next lowest responsive bidders may be withheld until the Contract has been fully executed. The security submitted by all other unsuccessful bidders shall be returned to them, or deemed void, within ten (10) days after the Contract is awarded. Pursuant to the provisions of law (Public Contract Code section 10263), appropriate securities may be substituted for any obligation required by this notice or for any monies withheld by the City to ensure performance under this Contract. Section 10263 of the Public Contract Code requires monies or securities to be deposited with the City or a state or federally chartered bank in California as the escrow agent. The escrow agent shall maintain insurance to cover negligent acts and omissions of the agent in connection with the handling of retentions under this section in an amount not less than $100,000 per contract The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when a contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the State of California as an irresponsible bidder. The work shall be performed in strict conformity with the plans, provisions, and specifications as approved by the City Council of the City of Carlsbad on file with the Transportation Department. The specifications for the work include City of Carlsbad Technical Specifications and the Standard Specifications for Public Works Construction, Parts 2 & 3, current edition at time of bid opening and the supplements thereto as published by the "Greenbook" Committee of Public Works Standards, Inc. hereinafter designated "SSPWC", as amended. Specification Reference is hereby made to the plans and specifications for full particulars and description of the work. The General Provisions (Part 1) to the SSPWC do not apply. Revised 09/11/12 Contract No. 6035 Page 5 of 104 Pages The City of Carlsbad encourages the participation of minority and women-owned businesses. The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators and contractors to utilize recycled and recyclable materials when available, appropriate and approved by the Engineer. BID DOCUMENTS The bid documents comprise the following documents which must be completed and properly executed including notarization, where indicated. 1. Contractor's Proposal 2. Bidder's Bond 3. Non-Collusion Declaration 4. Designation of Subcontractor and Amount of Subcontractor's Bid 5. Bidder's Statement of Technical Ability and Experience 6. Acknowledgement of Addendum (a) 7. Certificate of Insurance. The riders covering the City, its officials, employees and volunteers may be omitted at the time of bid submittal but shall be provided by the Bidder prior to award of this contract. 8. Bidder's Statement Re Debarment 9. Bidder's Disclosure Of Discipline Record 10. Escrow Agreement for Security Deposits - (optional, must be completed if the Bidder wishes to use the Escrow Agreement for Security) ENGINEER'S ESTIMATE: All bids will be compared on the basis of the Engineer's Estimate. The estimated quantities are approximate and serve solely as a basis for the comparison of bids. The Engineer's Estimate is $387,000. TIME OF COMPLETION: The contractor shall complete the Work within the time set in the contract as defined in the General Provisions Section 6-7. SPECIALTY CONTRACTORS: ACCEPTABLE LICENSE TYPES Except as provided herein a bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rejected by the City. In all contracts where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. Where federal funds are involved the contractor shall be properly licensed at the time the contract is awarded. In all other cases the contractor shall state their license number, expiration date and classification in the proposal, under penalty of perjury. This invitation to bid does not involve federal funds. The following classifications are acceptable for this contract: A: General Enaineerino and/or D42: Non-Electrical Sign Installation ESCROW AGREEMENT If the Contractor intends to utilize the escrow agreement included in the contract documents in lieu of the usual 10% retention from each payment, these documents must be completed and submitted with the signed contract. The escrow agreement may not be substituted at a later date. OBTAINING PLANS AND SPECIFICATIONS Sets of plans, various supplemental provisions, and Contract documents may be obtained at the Cashier's Counter of the Faraday Center located at 1635 Faraday Avenue, Carlsbad, Califomia 92008-7314, for a non-refundable fee of $20.00 per set. If plans and specifications are to be mailed, the cost for postage should be added. V Revised 09/11/12 Contract No. 6035 Page 6 of 104 Pages INTENT OF PLANS AND SPECIFICATIONS Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings, specifications or other contract documents, or finds discrepancies in or omissions from the drawings and specifications may submit to the Engineer a written request for clarification or correction. Any response will be made only by a written addendum duly issued by the Engineer a copy of which will be mailed or delivered to each person receiving a set of the contract documents. No oral response will be made to such inquiry. Prior to the award of the contract, no addition to, modification of or interpretation of any provision in the contract documents will be given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified. No bidder may rely on directions given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified. REJECTION OF BIDS The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. THE PAYMENT OF PREVAILING WAGES IS NOT REQUIRED The City of Carlsbad is a Charter City. Carlsbad Municipal Code Section 3.28.130 supersedes the provisions of the California Labor Code when the public work is not a statewide concern. The City Council has determined that it is not in the best interest of the city to require the payment of prevailing wages for this project. Payment of prevailing wages is at contractor's discretion. PRE BID MEETING A pre-bid meeting and tour of the project site will not be held. UNIT PRICES AND COMPUTATION OF BIDS All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this proposal, times the unit price as submitted by the bidder. In case of a discrepancy between words and figures, the words shall prevail. In case of an error in the extension of a unit price, the corrected extension shall be calculated and the bids will be computed as indicated above and compared on the basis of the corrected totals. All prices must be in ink or typewritten. Changes or corrections may be crossed out and typed or written in with ink and must be initialed in ink by a person authorized to sign for the Contractor. ADDENDUMS Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior to bidding. Submission of bids without acknowledgment of addenda may be cause of rejection of bid. BOND AND INSURANCE REQUIREMENTS The Contractor shall provide bonds to secure faithful performance and warranty of the work in an amount equal to one hundred percent (100%) of the Contract price on this project. The Contractor shall provide bonds to secure payment of laborers and materials suppliers, in an amount equal to one hundred percent (100%) of the total amount payable by the terms of the contract. These bonds shall be kept in full force and effect during the course of this project, and shall extend in full force and effect and be retained by the City until they are released as stated in the General Provisions section of this contract. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to be accompanied by the following documents: 1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. Revised 09/11/12 Contract No. 6035 Page 7 of 104 Pages If the bid is accepted, the City may require copies of the insurer's most recent annual statement and quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code, within 10 calendar days of the insurer's receipt of a request to submit the statements. Insurance is to be placed with insurers that: 1) Have a rating in the most recent Best's Key Rating Guide of at least A-:VII 2) Are admitted and authorized to transact the business of insurance in the State of California by the Insurance Commissioner. Auto policies offered to meet the specification of this contract must: 1) Meet the conditions stated above for all insurance companies. 2) Cover anv vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. Workers' compensation insurance required under this contract must be offered by a company meeting the above standards with the exception that the Best's rating condition is waived. The City does accept policies issued by the State Compensation Fund meeting the requirement for workers' compensation insurance. The Contractor shall be required to maintain insurance as specified in the Contract. Any additional cost of said insurance shall be included in the bid price. The award of the contract by the City Council is contingent upon the Contractor submitting the required bonds and insurance, as described in the contract, within twenty days of bid opening. If the Contractor fails to comply with these requirements, the City may award the contract to the second or third lowest bidder and the bid security ofthe lowest bidder may be forfeited. BUSINESS LICENSE The prime contractor and all subcontractors are required to have and maintain a valid City of Cartsbad Business License for the duration of the contract. Approved by the City Council of the City of Carlsbad, California, by Resolution No. 2012-187, adopted on the 24*'' day of July, 2012. December 18, 2012 Date 1!reputy'City Revised 09/11/12 Contract No. 6035 Page 8 of 104 Pages CITY OF CARLSBAD MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 CONTRACTOR S PROPOSAL OPENED, WITNESSED AND R City Council City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 OATE SJ The undersigned declares he/she has carefully examined the location of the work, read the Notice Inviting Bids, examined the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto, and hereby proposes to furnish all labor, materials, equipment, transportation, and services required to do ali the work to complete Contract No. 6035 in accordance with the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto and that he/she will take in full payment therefore the following unit prices for each item complete, to wit: SCHEDULE "A" STREET NAME SIGN REPLACEMENTS Item No. Description Approximate Quantity And Unit Unit Price (Figures) ^ A-1 Remove 2789 existing sign(s) from pole and install new street name signs with 8" sign blank street name signs. (Unit Price in Words) A-2 Remove 1201 existing sign(s) from pole and install new street name signs with 10.5" sign blank street name signs. (Price in Words) A-3 Panasonic Toughbook CF-19 JTablet Laptop (Unit Price in Words) A-4 MDSolutions, Inc. Universal ^- Post Cap 120UNF200 (Unit Price in Words) Revised 09/11/12 5500 SF $ 3S 3150 SF 1 1EA $ 3,iZ)Q 84 EA 9/ Total Amount (Figures) $ /2 6. OOP % ^. soo Contract No. 6035 Page 9 of 104 Pages Item No. Description Approximate Quantity And Unit A-5 MDSolutions, Inc. Square Post Cap 120TCF134 (Unit Price in Words) A-6 MDSolutions Inc. 2" Universal Cap 24" length with 6" telespar sieve, 240UNF200 r J^r- On //anr (Unit Price in Words) A-7 MDSolutions Inc. 12" 90- degree cross piece, 120eEF090 (Unit Price in Words) A-8 MDSolutions Inc. 24" 90- degree cross piece, 240CPF090 (Unit Price in Words) A-9 MDSolutions Inc. Adjustable 90-degree Cross Piece, 120CPFADJ (Unit Price in Words) A- MDSolutions Inc. 24" External 10 Cantilever Wing Bracket, 240EWB000 ^ (Unit Price in Words) A- MDSolutions Inc. Extension 11 for Cantilever Wing Bracket, 140EWB000 Oallarr (Unit Price in Words) 547 EA $. 1402 EA $_ 433 EA $. 60 EA $_ 339 EA $. 194EA $. Unit Price (Figures) 1288 EA $ /Cl 39 3^ Total Amount (Figures) $ $ /> 7.00 Revised 09/11/12 Contract No. 6035 Page 10 of 104 Pages SCHEDULE "B" SIGNAL MOUNTED STREET NAME SIGN REPLACEMENTS Item No. Descnption B-1 B-2 B-3 Remove two hundred twenty two (222) existing 6'x18" sign(s) from pole and install new street name sign, (Unit Price in Words) Remove two hundred and six (206) existing 8' x 18" signs from pole and install new street name sign. Approximate Quantity And Unit 1998 SF (Unit Price in Words) Remove thirty-four (34) existing 6' or 8' oversize sign (30" height) from pole and replace with new oversize street name sign. (Unit Price in Words) Unit Price (Figures) $ V7 2472 SF $ 620 SF $ 3S Total Amount (Figures) $_£5^ Total^ount of bid in words for Schedule ''K: /^y/- LL^J^^J Or^c Total amount of bid in numbers for Schedule "A": o ; ^r. $ J/^ Total amount of bid in words for Schedule "B": /^.i ^L-^Jy^J ^f^^^-c^ ^TTutus^^J Total amount of bid in numbers for Schedule "B": ^ $ — — <^———~ ~- Total amount of bid inwprds including Schedule "A" andSchedule"B": l\r: li^.^^^J Total amount of bid in numbers including Schedule "A" and Schedule "B": $_ The basis of award will be the sum of Schedule "A" and "B". Schedule "B" mav not be awarded if the total exceeds the available budget. Price(s) given above are firm for 90 days after date of bid opening. ^¥ Revised 09/11/12 Contract No. 6035 Page 11 of 104 Pages Addendum(a) No(s). ), J2. has/have been received and is/are included in this proposal. The Undersigned has carefully checked all of the above figures and understands that the City will not be responsible for any error or omission on the part of the Undersigned in preparing this bid. The Undersigned agrees that in case of default in executing the required Contract with necessary bonds and insurance policies within twenty (20) days from the date of award of Contract by the City Council of the City of Carisbad, the City may administratively authorize award of the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited. The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do business or act in the capacity of a contractor within the State of California, validly licensed under license number iSf^S^ , classification /4 which expires on /i/3d/ and that this statement is true and correct and has the legal effect of an affidavit. A bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rejected by the City § 7028.15(e). In all contracts where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. However, at the time the contract is awarded, the contractor shall be properiy licensed. The Undersigned bidder hereby represents as follows: 1. That no Council member, officer agent, or employee of the City of Carlsbad Is personally f*' interested, directly or indirectly, in this Contract, or the compensation to be paid hereunder; that no representation, oral or in writing, of the City Council, its officers, agents, or employees has inducted him/her to enter into this Contract, excepting only those contained in this form of Contract and the papers made a part hereof by its terms; and 2. That this bid is made without connection with any person, firm, or corporation making a bid for the same work, and is in all respects fair and without collusion or fraud. Accompanying this proposal is J (Cash, Certified Check, Bond or Cashier's Check) for ten percent (10%) of the amount bid. The Undersigned is aware of the provisions of section 3700 of the Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and agrees to comply with such provisions before commencing the perfonnance of the work of this Contract and continue to comply until the contract is complete. Revised 09/11 /12 Contract No. 6035 Page 12 of 104 Pages Check a License - License Detail - Contractors State License Board Page 1 of2 DEFARTMEST Q^F COt^SyMEU AFFAIUS Contractors State License Board Contractor's License Detail - License # 721885 LH DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this Information, you should be aware of the following limitations. CSLB complaint disclosure is restricted by law (B&P 7124,6) If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. Per B&P 7071.17 , only construction related civil judgments reported to the CSLB are disclosed. Arbitrations are not listed unless the contractor fails to comply with the terms ofthe arbitration. Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. License Number Business Information Entity Issue Date Reissue Date Expire Date License Status Classifications Bonding Extract Date 2/11/2013 721885 S&B ENGINEERINGJNC Business Phone Number: (619) 390-6570 PO BOX 1400 LAKESIDE, CA 92040 Corporation 04/24/1996 06/10/2011 06/30/2013 ACTIVE This license is current and active. All information below should be reviewed. CLASS A C27 DESCRIPTION GENERAL ENGINEERING CONTRACTOR LANDSCAPING CONTRACTOR'S BOND This license filed a Contractor's Bond with AMERICAN CONTRACTORS INDEMNITY COMPANY. Bond Number: 100165422 Bond Amount: $12,500 Effective Date: 06/10/2011 Contractor's Bond Historv BOND OF QUALIFYING INDIVIDUAL 1. The Responsible Managing Officer (RMO) SPIRZ GEORGE DEAN JR certified that he/she owns 10 percent or more ofthe voting stock/equity ofthe corporation. A bond of qualifying individual is not required. Effective Date: 06/10/2011 https://www2.cslb.ca.gov/OnlineServices/CheckLicenseII/LicenseDetaiLaspx?LicNum=72... 2/11/2013 Check a License - License Detail - Contractors State License Board Page 2 of 2 2. The Responsible Managing Officer (RMO) BRIDWELL JOSHUA WAYNE certified that he/she owns 10 percent or more ofthe voting stock/equity ofthe corporation. A bond of qualifying individual is not required. Effective Date: 01/23/2013 WORKERS' COMPENSATION This license has workers compensation insurance with NEW YORK MARINE AND GENERAL INSURANCE COMPANY Policy Number: WC1BEP0000956 Effective Date: 10/24/2012 Expire Date: 10/24/2013 Workers' Compensation Historv DATE DESCRIPTION 06/10/2011 LICENSE REISSUED TO ANOTHER ENTITY Personnel listed on this license (current or disassociated) are listed on other licenses. Workers' Compensation IVIiscellaneous Information Personnel List Other Licenses Conditions of Use | Privacy Policv Copyright © 2010 State of California https://www2.cslb.ca.gov/OnlineServices/CheckLicensell/LicenseDetail.aspx?LicNum=72... 2/11/2013 F A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE: /^//^ 1) Name under which business is conducted 2) Signature (given and surname) of proprietor 3) Place of Business (Street and Number) City and State • 4) Zip Code Telephone No. 5) E-Mail " F A PARTNERSHIP. SIGN HERE: 1) Name under which business is conducted 2) Signature (given and sumame and character of partner) (Note: Signature must be made by a general partner) 3) Place of Business City and State 4) Zip Code 5) E-Mail (Street and Number) Telephone No. Revised 09/11/12 Contract No. 6035 Page 13 of 104 Pages IF A CORPORATION. SIGN HERE: (1) Name under which business is conducted £ S ^^v~>^,'^g<g/"iV^ ^ (2) (Signature) (Title) Impress Corporate Seal here (3) Incorporated under the laws of the State of /^j<frx^i^/^ (4) Place of Business /ZS^7C> Sy^,u^i^^y^/)tj.[^ C^^y^ <^ fZj / I I ^ /j(Stii^et and Number) ' City and State Lc. fc^^. Jt. . (5) Zip Code ^l%0^/O Telephone No. _ (6) E-Mail jlpr^Ji^.je.//€.S-^e.^<^. Cc^.^ NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED CAALL-PURPOSt_^ ACKNOWLEDGMENT ATTACHED 0 Revised 09/11 /12 Contract No. 6035 Page 14 of 104 Pages ACKNOWLEDGMENT State of California County of San Diego On February 6, 2013 before me, J.M. Hagedorn, Notary Public (insert name and title of the officer) Joshua Bridwell personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(6)' is/eH=e subscribed to the within instrument and acknowledged to me that he/8l^/4hey executed the same in his/l=leF/t•het^authorized capacity(ies), and that by his/b©f/th©fFsignature(s)-on the instrument the person(-s), or the entity upon behalf of which the person(-s)-acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. (Seal) itwiiiiSBiaiil 1 List below names of president, vice president, secretary and assistant secretary, if a corporation; if a partnership, list names of all general partners, and managing partners: \}rxf/s ^;.J/.^/A/^v-^- oVUnc)^ Revised 09/11/12 Contract No. 6035 Page 15 of 104 Pages BID SECURITY FORM (Check to Accompany Bid) MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 (NOTE: The following form shall be used if check accompanies bid.) Accompanying this proposal is a *Certified *Cashiers check payable to the order of CITY OF CARLSBAD, in the sum of dollars ($. -). this amount being ten percent (10%) of the total amount of the bid. The proceeds of this check shall become the property of the City provided this proposal shall be accepted by the City through action of its legally constituted contracting authorities and the undersigned shall fail to execute a contract and furnish the required Performance, Warranty and Payment Bonds and proof of insurance coverage within the stipulated time; othenA/ise, the check shall be returned to the undersigned. The proceeds of this check shall also become the property of the City if the undersigned shall withdraw his or her bid within the period of fifteen (15) days after the date set for the opening thereof, unless OthenA/ise required by law, and notwithstanding the award of the contract to another bidder. BIDDER Delete the inapplicable word. (NOTE: If the Bidder desires to use a bond instead of check, the Bid Bond form on the following pages shall be executed-the sum of this bond shall be not less than ten percent (10%) of the total amount of the bid.) Revised 09/11/12 Contract No. 6035 Page 16 of 104 Pages BIDDER'S BOND TO ACCOMPANY PROPOSAL MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 KNOW ALL PER^NS BY THESE PRESENTS: That we, S&B Engineering ^ Principal, and Indemnity Company of California as ^rety are held and fimi^ bound unto the City of Carisljad, California, in an amount as follows: (must 1)0 at least ten percent (10%) of the bid amount) Ten Percent of Total Bid Ammiflhr which payment, weH and truly made, we bind ourselves, our heirs, executors and admlnfstmlom, successors or assigns, jointly and severally, firmly by these presents. THE CONDITION OF TME FOREGOING OBUGATION IS SUCH if the proposal of the above-bounden PtMpat for. MUTCD Street Name Sign Replacement Program CONTRACT NO. 603S In the City of Carisbad, Is accepted by the City Council, and If the Principal shall duly enter into and execute a Contract Including required bonds and Insurance poiicies within twenty <20) days fiom the date of award of Contiact by tfie Cfty Coundl ol the C% of Carisbad, being di^ noticed of $m m$ipd, then this obligation shall become null and void; otfieiwise, it shall be and remain In full force and effect, and the amount spedfled herein shall be forfeited to the said City. 9 Revised (^11/12 Contract No. §^ f»agel7of 104f^ge8 In the event Prindped (^eojted ttiis bond as m shsm not exonerate the Surety Imn Its obf^tk^ns Executed by PRINCIPAL this. dayof _ PRINCIPAL: S&B Engineering (name of Prindpal) (slg^ie) i ^ I / imfivldual, it ts i^reed mat the death of Prindpal under this bond. .2013 Executed by SURETY ttirs of January 25 .2013 (print name here) (THIe and Oitianbeation of Signat Byr. ^ ^ ^ /L ignat<^^) <7 SURETY: Indemnity Company of California (name of Surety) 3517 Camino Del South, Suite 200 San Dieqo. CA 92108 (address of Surety) 19-521-9686 (pr^ name here) (tttie and oi n of sanatory) («|(rtahire'Gf'5^rn#^-in-Fact) Robert P. Dole, Attorney-in-Fact (printed name of Attorney-in-Fact) (Attach corporal resolu^ show^ current pcmer of attorney.) (Proper notarial acknowledgment of execution by PRINCIPAL and SURETY must be attach^.) (President or vice-presfdent and secretary or assi^nt secretary must sign for corporations. If only one <^flcer signs, the corporation must attach a resoKitkm cerWied by the secretary or assistant secretary under corporate seal empowering that officer to bind the corporation.) APPROVED AS TO FORM: RONALD R. BALL City Attorney By: mi Assitant City Attorney 4^ Contmct No. Page 18 of 104 Pages POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 19725, IRVINE, CA 92623 (949) 263-3300 KNOW ALL BY THESE PRESENTS that except as expressly limited, DEVELOPERS SURETY AND INDEMNITf COMPANY and INDEMNITY COMPANY OF CALIFORNIA, do each hereby make, constitute and appoint: ***Robert P. Dole, Daniel P. Dole, John T. Dole, Nicki Edwards, Adam Dole, jointly or severally*** as their true and lawful Attomey(s)-in-Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporations, as sureties, bonds, undertakings and contracts of surety- ship giving and granting unto said Attorney(s)-in-Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, but reserving to each of said corporations full power of substitution and revocation, and all of the acts of said Attorney(s)-in-Fact, pursuant to these presents, are hereby ratified and confimied. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Boards of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, effective as of January 1st, 2008. RESOLVED, that a combination of any two of the Chaimian of the Board, the President, Executive Vice-President, Senior Vice-President or any Vice President of the corporations be, and that each of them hereby is, authorized to execute this Power of Attomey, qualifying the attomey(s) named in the Power of Attomey to execute, on behalf ofthe corporations, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of either of the corporations be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attomey or to any certificate relating thereto by facsimile, and any such Power of Attomey or certificate bearing such facsimile signatures shall be valid and binding upon the corporations when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective officers and attested by their respective Secretary or Assistant Secretary this January 1 st, 2008. By: - I'^/CfAiUA^ By; Daniel Young, Vice-President Stephen T Pate, Senior Vice-President State of Califomia County of Orange On January 31,2011 . before me. Date personally appeared. OCT : ut; s a- s OCT 10 1936 '»«»«„„„»«•»• Antonio Alvarado, Notary Public Here Insert Name and Title of the Officer Daniel Young and Stephen T Pate Name(s) of Signer(s) ATCrONK) ALVARADO j COI^.# 1880643 : tty comm. «i|il«s Aug. 9,41^13 I Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the viflthin instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instnjment the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws ofthe State of Califomia that the foregoing paragraph is true and con-ect. WITNESS my hand and official seal. Signature Antonio Alvarado, Notary Public CERTIFICATE The undersigned, as Secretary or Assistant Secretary of DEVELOPERS SURETY AND INDEMNITY COMPANY or INDEMNITY COMPANY OF CALIFORNIA, does hereby certify that the foregoing Power of Attomey remains in full force and has not been revoked and, furthermore, that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney are in force as of the date of this Certificate. This Certificate is executed in the City of Irvine, Califomia, \\\\%^^ day of 'Cj^AtX/C ^0 i "O istant Secretary ID-1380(Rev.01/11) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of Califomia County of San Diego On 01/25/2013 before me, Nicki Edwards, Notary Public, personally appeared Robert P. Dole, who proved to me on the basis of satisfactory evidence to be the persoii^ whose name^ is/erc subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/h«r/their authorized capacity(*es), and that by his/her/theif signature(g^ on the instrument the persoi^fS^, or the entity upon behalf of which the person(«X acted, executed the instrument. I certify under the PENALTY OF PERJURY under the laws of the State of Califomia that the foregoing paragraph is tme and correct. ^/^^ NIC^EDV^i^'bS 1 WITOESS my hand and official seal. Signature of Notary • > i;V--jf. - .n. - - " r-rgT t. \....j«ii8»8«iaiaiMi».M^^ Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT • INDIVIDUAL • CORPORATE OFFICER • PARTNER(S) • LIMITED lEI ATTORNEY-IN-FACT • TRUSTEE(S) • GUARDIAN/CONSERVATOR OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) Indemnity Company of California CA-ICW 24 (7/00) ACKNOWLEDGMENT State of California County of San Diego ) On February 6, 2013 before me, J.M. Hagedorn, Notary Public (insert name and title of the officer) personally appeared —— Joshua Bridwell who proved to me on the basis of satisfactory evidence to be the person(s)-whose name(-6fis/aF©' subscribed to the within instrument and acknowledged to me that he/8he/t*»ey-executed the same in his/hef/t-hetf authorized capacity(ies)T and that by his/bw/theif signaturefs) on the instrument the person(s)7-or the entity upon behalf of which the person^s)-acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws ofthe State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. fC^H SS|X!1*2S1!1 WtftliMM (Seal) RESOLVED FURTHER, that any resolutions which in connection with the foregoing shall be certified by the Secretary of the Corporation as having been adopted by the Board pursuant to this Written Consent shall be deemed adopted pursuant to this Written Consent with the same force and effect as if presented to the Board and adopted thereby on the date of this Written Consent, and shall be included in the minute book of the Corporation. Pavment of Expenses RESOLVED, that the officers of the Corporation are hereby authorized and directed to pay all expenses arising out of the incorporation and formation ofthe Corporation, including reimbursing any person for such person's verifiable expenses therefor. Agent for Service of Process RESOLVED, that George Spirz, 11790 Hi Ridge Road, Lakeside, Califomia 92040 shall be appointed the Corporation's agent for service of process. Subchapter S Election RESOLVED, that the Corporation shall elect to be taxed as a "small business corporation" under Subchapter S of the Intemal Revenue Code, as amended and under the parallel provisions of the laws of the state of Califomia and the officers ofthe Corporation are hereby authorized and directed to complete and file all proper and necessary documentation and take all appropriate actions necessary for such election including, but not limited to, obtaining the consent of each stockholder ofthe Corporation to such Subchapter S election. General Authorization RESOLVED, that the officers ofthe Corporation are, and each of them hereby is, authorized, empowered and directed, in the name of and on behalf of the Corporation, to make all other arrangements and to take all further action, including the payment of expenditures and the preparation of officer's certificates or any other documents, as the officer deems necessary or appropriate in order to fully effectuate the purposes ofthe foregoing resolutions. RESOLVED, that any and all actions taken by any officer of the Corporation in connection with the matters contemplated by the foregoing resolutions are hereby approved, ratified and confirmed in all respects as fully as if such actions had been presented to the Board for approval prior to such actions being taken. IN WITNESS WHEREOF, the undersigned, being all the directors of the Corporation, execute(s) this Written Consent as of the date set forth below. IN WITNESS WHEREOF, this consent has been executed as of the date below. Date: ?'2-g» / / Joslcla Bridwell Company Profile ' Page 1 of 2 Company Profile INDEMNITY COMPANY OF CALIFORNIA P.O. BOX 19725 IRVINE, CA 92713 800-782-1546 Former Names for Company Old Name: TRANSNATIONAL CASUALTY INS CO Effective Date: 08-12-1976 Agent for Service of Process Unable to Locate the Agent for Service of Process? Reference Information NAIC #: 25550 NAIC Group #: 0075 Califomia Company ID #: 1926-5 Date authorized in Califomia: August 20, 1968 License Status: UNLIMITED-NORMAL Company Type: Property & Casualty State of Domicile: CALIFORNIA Lines of Insurance Authorized to Transact The company is authorized to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the glossary. SURETY Company Complaint Information Company Enforcement Action Documents Company Performance & Comparison Data Composite Complaint Studies http://interactive.web.insurance.ca.gov/webuser/idb_co_prof_utl.get_co_prof?p_EID=3839 2/11/2013 Company Profile Page 2 of 2 Want More? Help Me Find a Company Representative in My Area Last Revised - November 10, 2012 10:58 AM Copyright © Califomia Department of Insurance http://interactiye.web.insurance.ca.gov/webuser/idb_cojprof_utl.get_co_prof?p_EID=3839 2/11/2013 GUIDE FOR COMPLETING THE "DESIGNATION OF SUBCONTRACTORS" FORM REFERENCES Prior to preparation of the following "Subcontractor Disclosure Form" Bidders are urged to review the definitions in section 1-2 of the General Provisions to this Contract, especially, "Bid", "Bidder", "Contract", "Contractor", "Contract Price", "Contract Unit Price", "Engineer", "Own Organization", "Subcontractor", and "Work". Bidders are further urged to review sections 2-3 SUBCONTRACTS of the General Provisions. CAUTIONS This form will be used by the Agency to determine the percentage of work that the Bidder proposes to perform. Bidders are cautioned that failure to provide complete and correct information may result in rejection of the bid as non-responsive. Any bid that proposes performance of more than 50 percent of the work by subcontractors or othenA/ise to be preformed by forces other than the Bidder's own organization will be rejected as non-responsive. Specialty items of work that may be so designated by the Engineer on the "Contractor's Proposal" are not included in computing the percentage of work proposed to be performed by the Bidder. INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every subcontractor whom the Bidder proposes to perform work or labor or render service in or about the work or improvement, and every subcontractor licensed as a contractor by the State of California whom the Bidder proposes to specially fabricate and install any portion of the work or improvement according to detailed drawings contained in the plans and specifications in excess of one-half of one percent (0.5%) of the Bidder's total bid or, in the case of bids or offers for the construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000) whichever is greater. Said name(s) and location(s) of business of subcontractor(s) shall be set forth and included as an integral part of the bid offer. The Designation of Subcontractors form must be submitted as a part of the Bidder's sealed bid. Failure to provide complete and correct infonnation mav result in reiection of the bid as non- responsive. Suppliers of materials from sources outside the limits of work are not subcontractors. The value of materials and transport of materials from sources outside the limits of work, as shown on the plans, shall be assigned to the Contractor or the Subcontractor as the case may be, that the Bidder proposes as installer of said materials. The value of material incorporated in any Subcontractor- installed bid item that is supplied by the Bidder shall be included as a part of the work that the Bidder proposes to be performed by the Subcontractor installing said item. When a Subcontractor has a Carisbad business license, the number must be entered on the proper form. If the Subcontractor does not have a valid business license, enter "NONE" in the appropriate space. When the Bidder proposes using a Subcontractor to construct or install less than 100 percent of a bid item, the Bidder shall attach an explanation sheet to the Designation of Subcontractor form. The explanation sheet shall cleariy apprise the City of the specific facts that show the Bidder proposes to perform no less than fifty percent (50%) of the work with its own forces. Determination of the subcontract amounts for purposes of award of the contract shall be determined by the City Council In conformance with the provisions of the contract documents and the various supplemental provisions. The decision of the City Council shall be final. Revised 09/11/12 Contract No. 6035 Page 19 of 104 Pages Contractor is prohibited from performing any work on this project with a subcontractor who is ineligible to perfonn work on a public works project pursuant to Labor Code Sections 1771.1 or 1777.7. Bidders shall make any additional copies of the disclosure forms as may be necessary to provide the required information. The page number and total number of additional form pages shall be entered in the location provided on each type of form so duplicated. Revised 09/11 /12 Contract No. 6035 Page 20 of 104 Pages DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS (To Accompany Proposal) MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 The Bidder certifies that it has used the sub-bid of the following Iisted subcontractors in preparing this bid for the Work and that the listed subcontractors will be used to perform the portions of the Work as designated in this list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contract Code, "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of one-half of one percent (0.5%) of the Bidder's total bid, or in the case of bids or offers for construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000), whichever is greater, and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency. SUBCONTRACTOR'S BID ITEMS Portipti of Work Subcontractor Name and Location of Business Subcontractor's Ucense No. cuM Ammmtof Woilcby •— Page. / of / . pages of this Subcontractor Designation form Pursuant to section 4104 (a)(2)(A) Califomia Public Contract Code, receipt of the infonnation preceded by an asterisk may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the "Notice Inviting Bids." Revised 09/11/12 Contract No. 6035 Page 21 of 104 Pages BIDDER'S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE (To Accompany Proposal) MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 The Bidder is required to state what work of a similar character to that included in the proposed Contract he/she has successfully performed and give references, with telephone numbers, which will enable the City to judge his/her responsibility, experience and skill. An attachment can be used. Date Contraict Compter Name and Address c^tl^EnHi^oyer Nameand PhoneNo^ of Person to Type^ViQRt Amotmt <-». *a m. rf/)A Revised 09/11/12 Contract No. 6035 Page 22 of 104 Pages BIDDER'S CERTIFICATE OF INSURANCE FOR GENERAL LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTIVE LIABILITY AND WORKERS' COMPENSATION(TO Accompany Proposal) MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 As a required part of the Bidder's proposal the Bidder must attach either of the following to this page. 1) Certificates of insurance showing conformance with the requirements herein for each of: • Comprehensive General Liability • Automobile Liability • Workers Compensation • Employer's Liability 2) Statement with an insurance carrier's notarized signature stating that the carrier can, and upon payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insurance for Comprehensive General Liability, Automobile Liability, Wori<ers Compensation and Employer's Liability in conformance with the requirements herein and Certificates of insurance to the Agency showing confonnance with the requirements herein. All certificates of insurance and statements of willingness to issue insurance for auto policies offered to meet the specification of this contract must: 1) Meet the conditions stated in The Notice Inviting Bids and the General Provisions for this project for each insurance company that the Contractor proposes. 2) Cover anv vehicle used In the perfonnance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. Revised 09/11/12 Contract No. 6035 Page 23 of 104 Pages CERTIFICATE OF LIABILITY INSURANCE OP ID: VP DATE(MM/DD/yYYY) 05/21/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 619-937-0164 Rancho Mesa Insurance Services MT IXAHO 250 Riverview Parkway #401 619-937-0168 Santee, CA 92071 Braden K. Mann CONTACT NAME: PRODUCER 619-937-0164 Rancho Mesa Insurance Services MT IXAHO 250 Riverview Parkway #401 619-937-0168 Santee, CA 92071 Braden K. Mann PHONE FAX (A/C. No. Extt: (A/C, No): PRODUCER 619-937-0164 Rancho Mesa Insurance Services MT IXAHO 250 Riverview Parkway #401 619-937-0168 Santee, CA 92071 Braden K. Mann E-MAIL ADDRESS: PRODUCER 619-937-0164 Rancho Mesa Insurance Services MT IXAHO 250 Riverview Parkway #401 619-937-0168 Santee, CA 92071 Braden K. Mann PRODUCER CS.E3CIU 4 CUSTOMER ID #: PRODUCER 619-937-0164 Rancho Mesa Insurance Services MT IXAHO 250 Riverview Parkway #401 619-937-0168 Santee, CA 92071 Braden K. Mann INSURER(S) AFFORDING COVERAGE NAIC# INSURED S&B Engineering, Inc. P 0 Box 1400 Lakeside, CA 92040 INSURER A Navigators Specialty Ins Co 36056 INSURED S&B Engineering, Inc. P 0 Box 1400 Lakeside, CA 92040 INSURER B Peerless Insurance Company 24198 INSURED S&B Engineering, Inc. P 0 Box 1400 Lakeside, CA 92040 INSURER C New York Marine & Gen'i Ins Co 16608 INSURED S&B Engineering, Inc. P 0 Box 1400 Lakeside, CA 92040 INSURER D INSURED S&B Engineering, Inc. P 0 Box 1400 Lakeside, CA 92040 INSURER E INSURED S&B Engineering, Inc. P 0 Box 1400 Lakeside, CA 92040 INSURER F COVERAGES CERTIFICATE NUMBER: 1 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A GENERAL LIABILITY X X SF12CGL019061-00 10/24/12 10/24/13 EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENEF ^L LIABILITY "X"! OCCUR X X SF12CGL019061-00 10/24/12 10/24/13 DAMAGE TO RENTED PREMISES (Ea occun-ence) $ 50,000 A 1 CLAIMS-MADE ^L LIABILITY "X"! OCCUR X X SF12CGL019061-00 10/24/12 10/24/13 MED EXP (Any one person) $ 5,000 A ^L LIABILITY "X"! OCCUR X X SF12CGL019061-00 10/24/12 10/24/13 PERSONAL & ADV INJURY $ 1,000,000 A X X SF12CGL019061-00 10/24/12 10/24/13 GENERAL AGGREGATE $ 2,000,000 A GEN'L AGGREGATE LIMIT n POLICY fx] APPLIES PER: X X SF12CGL019061-00 10/24/12 10/24/13 PRODUCTS - COMP/OP AGG $ 2,000,000 A GEN'L AGGREGATE LIMIT n POLICY fx] LOC X X SF12CGL019061-00 10/24/12 10/24/13 EBL $ 1,000,000 B AU1 X X rOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS X X BA8896503 10/24/12 10/24/13 COMBINED SINGLE UMIT (Ea accident) $ 1,000,000 B AU1 X X rOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS X X BA8896503 10/24/12 10/24/13 BODILY INJURY (Per person) $ B AU1 X X rOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS X X BA8896503 10/24/12 10/24/13 BODILY INJURY (Per accident) $ B AU1 X X rOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS X X BA8896503 10/24/12 10/24/13 PROPERTY DAMAGE (Per accident) $ B X rOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS X X BA8896503 10/24/12 10/24/13 $ B rOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS X X BA8896503 10/24/12 10/24/13 $ A UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS-MADE SFI 2UMB019059-00 10/24/12 10/24/13 EACH OCCURRENCE $ 5,000,000 A X UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS-MADE SFI 2UMB019059-00 10/24/12 10/24/13 AGGREGATE $ 5,000,000 A DEDUCTIBLE RETENTION $ SFI 2UMB019059-00 10/24/12 10/24/13 $ A DEDUCTIBLE RETENTION $ SFI 2UMB019059-00 10/24/12 10/24/13 $ C WORKERS COMPENSATION AND EMPLOYERS'LIABILITY y ,^ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? A (Mandatory in NH) ' ' If yes, describe under DESCRIPTION OF OPERATIONS below N/A X WC12BEP0000956 10/24/12 10/24/13 Y WC STATU- OTH-^ TORY LIMITS ER C WORKERS COMPENSATION AND EMPLOYERS'LIABILITY y ,^ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? A (Mandatory in NH) ' ' If yes, describe under DESCRIPTION OF OPERATIONS below N/A X WC12BEP0000956 10/24/12 10/24/13 E.L. EACH ACCIDENT $ 1,000,000 C WORKERS COMPENSATION AND EMPLOYERS'LIABILITY y ,^ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? A (Mandatory in NH) ' ' If yes, describe under DESCRIPTION OF OPERATIONS below N/A X WC12BEP0000956 10/24/12 10/24/13 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 C WORKERS COMPENSATION AND EMPLOYERS'LIABILITY y ,^ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? A (Mandatory in NH) ' ' If yes, describe under DESCRIPTION OF OPERATIONS below N/A X WC12BEP0000956 10/24/12 10/24/13 E.L DISEASE - POLICY LIMIT $ 1,000,000 B Rented/Leased Equipment CBP1005012 10/24/12 10/24/13 Limit: 500,000 Ded: 500 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) RE: MUTCD STREET NAME SIGN REPLACEMENT PROGRAM, BID #PWS13-25TRAN, PROJECT #6035. CITY OF CARLSBAD ITS OFFICERS, AGENTS AND EMPLOYEES ARE INCLUDED AS ADDITIONAL INSURED PER FORM CG2033 AND CG2037 ATTACHED. PRIMARY AND NON-CONTRIBUTORY WORDING APPLIES PER ENDORSEMENT ATTACHED. AUTO ADDITIONAL INSURED APPLIES PER ENDORSEMENT ATTACHED, (CD) CERTIFICATE HOLDER CANCELLATION CITYCAR CITY OF CARLSBAD PUBLIC WORKS PURCHASING DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. CITYCAR CITY OF CARLSBAD PUBLIC WORKS PURCHASING DEPT. 1635 FARADAY AVENUE CARLSBAD, CA 92008 1 AUTHORIZED REPRESENTATIVE © 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD POLICY NOJSF12CGL019061-00 COIUMERCIAL GENERAL UABIUTY NPC-80011 08 PRIMARY AND NON-CONTRIBUTORY THIS ENDORSEMENT CHANGES THE POUCY. PLEASE READ IT CAREFULLY. This endorsement nrradifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. The foiiowing Is added to 4. c Method of Sharbig, Section IV- Comnrierclal General Liabilify Conditions: However, we will not seel< contribution from other insurance available to an Additional Insured endorsed to this policy when you have agreed in a written contracl, prior to the loss, to provide such Additional Insured with primary and non- contributing Insurance. NPC-800 11 08 Page 1 of 1 Insured Copy POLICY NUMBER: SF12CGL019061-00 COMMBlCiAL GENERAL LIAKLITY CG 24041093 THIS ENDORSEMENT GHANGESTHE POLICY PLEME READ IT CAREFULLY WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endot^enfent nrwidifies insurance providKl under the following: COMMERCIAL GENERAL LIABILITY GGVB%A«GE PART SCHEDULE Name of Person or Org^nizatiori: ANY PERSON OR ORGANIZATION WHEN YOU AND SOCH PERSON GR 0RGANI2ATI0N HAVE AGREE© IN WRITING IN A CONTRACT OR AGREEMENT THAT YOU WIliL WME ANY RIGHT OF RECOVERY AGAINST SOCH PERSON OR ORGANIZATTON, (If no entry appears alx)ve, informatton required to complete this endorsement will t)e shown in the Decraratidns as applicable to this endorsement.) ?S.S?!^?'i!5.^JEJ^^ AGAINST OTHERS TO US Condition (Section fV - COMMEJ^IAL GENERAL LIABILITY CONDITIONS) is amended by the addition of the following: ^waiveany right of recovery we may have against the person or organization shown in the Scheduie above because of payments we make for injury or damage arising out of your ongoing operations or 'Vour work" done under a contract with that person or organization and ineludecj In the "products-completed operations hazard" Thts waiver applies only to the person or organization shown in the Schedule above. GG 240410 93 Copyright, Insurance Services Offrce, Inc., 1992 Page l of l • insured Ccpy Policy no. SF12CGL019061-00 S&B Engineering, Inc. COMMON POLICY CONDITIONS AU Coverage Parts included in this policy are subject to the following conditions. A. Cancellation 1. The first Named Insured shown in the Declarations may cancel this policy by mailing or delivering to us advance written notice of cancellation. 2. We may cancel this policy by mailing or delivering to the first Named Insured written notice of cancellation at least: a. 10 days before the effective date of cancellation if we cancel for nonpayment of premium; or b. 30 days before the effective date of cancellation if we cancel for any other reason. 3. We will mail or deliver our notice to the first Named Insured's last mailing address known to us. 4. Notice of cancellation will state the effective dale of cancellation. The policy period will end on that date. 5. If this policy is cancelled, we will send the first Named Insured oiiy premium refund due. If we cancel, the refund will be pro rata. If the first Named Insured cancels, the refiind may be less than pro rata. The cancellation will be effective even if we have not made or offered a refiind. 6. If notice is mailed, proof of mailing will be sufficient proof of notice. B. Changes This policy contains all the agreements between you and us conceming the insurance afforded. The first Named Insured shown m the Declarations is authorized to make changes in the terms of this policy with our consent. This policy's terms can be amended or waived only by endorsement issued by us and made a part of this policy. C. Examination Of Your Books And Records We may evamine and audit your books and records as Ihey relate to this policy at any time during the policy period and up to three years afterward. D. Inspections And Surveys L We have the right to: a. Make inspections and surveys at any time; b. Give you reports on the conditions we find; and c. Recommend changes. 2. We axe not obligated to make any inspections, surveys, reports or recommendations and any such actions we do undertake relate only to insurability and the premiums lo be charged. We do not make safety inspections. We do not undertake to perform the duty of any person or organization to provide for the health or safety of workers or the public. And we do not warrant that conditions: a. Are safe or healthful; or b. Comply with laws, regulations, codes or standards. 3. Paragraphs 1. and 2. of this condition apply not only to us, but also to any rating, advisory, rate service or similar organization which makes insurance inspections, surveys, reports or recommendations. 4. Paragrs^h 2. of this condition docs not apply to any inspections, surveys, reports or recommendations we may make relative to certification, under state or municipal statutes, ordinances or regulations, of boilers, pressure vessels or elevators. Premiums The first Named Insured shown in the Declarations: 1. Is responsible for the payment of all premiums; and 2. Will be the payee for any retum premiums we pay. Transfer Of Your Rights And Duties Under This Policy Your rights and duties under this policy may not be transferred without our written consent except in the case of death of an individual named insured. If you die, your rights and duties will be transferred to your legal representative but only while acting within the scope of duties as your legal representative. Until your legal representative is appointed, anyone having proper temporary custody of your property will have your rights and dutie.*; but only with respect to that property. IL 00 17 11 98 Copyright, Insurance Services Office. Inc.. 1998 Page 1 of I POLICY NO. BA8896503 COMMERCIAL AUTO GOLD ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM SECTION II - LIABILITY COVERAGE A. COVERAGE 1. WHO IS AN INSURED The following Is added: d. Any organization, other than a partnership or joint venture, over which you maintain ownership or a majority interest on the effective date of this Coverage Form, If there is no similar Insurance available to that organization. e. Any organization you newly acquire or form other than a partnership or joint venture, and over which you maintain ownership of a majority Interest. However, coverage under this provision does not apply: (1) If there is similar insurance or a self-insured retention plan available to that organization; or (2) To "bodily Injury" or "property damage" that occurred before you acquired or formed the organization. f. Any volunteer or employee of yours while using a covered "auto" you do not own, hire or borrow In your business or your personal affairs. Insurance provided by this endorsement is excess over any other insurance available to any volunteer or employee. g. Any person, organization, trustee, estate or governmental entity with respect to the operation, maintenance or use of a covered "auto" by an insured, If: (1) You are obligated to add that person, organization, trustee, estate or governmental entity as an additional insured to this policy by: (a) an expressed provision of an "Insured contract", or written agreement; or (b) an expressed condition of a written permit Issued to you by a governmental or public authority. (2) The "bodily injury" or "property damage" is caused by an "accident" which takes place after: (a) You executed the "insured contract" or written agreement; or (b) the permit has been Issued to you. 2. COVERAGE EXTENSIONS a. Supplementary Payments. Subparagraphs (2) and (4) are amended as follows: (2) Up to $2500 for cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "Insured" at our request, including actual loss of earning up to $500 a day because of time off from work. Includes copyrigiited material of Insurance Services Offices, Inc. with its permission GECA 701 (01/07) Page 1 of 3 AGENT COPY 12/30/2011 8896503 NEUSXMMW401 PGDIVI060D J10835 GCAFPPN 00013926 Page 15 SECTION III - PHYSICAL DAMAGE COVERAGE A. COVERAGE The following is added: 5. Hired Auto Physical Damage a. Any "auto" you lease, hire, rent or borrow from someone other than your employees or partners or members of their household is a covered "auto" for each of your physical damage coverages. b. The most we will pay for "loss" in any one "accident" Is the smallest of: (1) $50,000 (2) The actual cash value of the damaged or stolen property as of the time of the "loss"; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality. If you are liable for the "accident", we will also pay up to $500 per "accident" for the actual loss of use to the owner of the covered "auto". c. Our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by an amount that is equal to the amount of the largest deductible shown for any owned "auto" for that coverage. However, any Comprehensive Coverage deductible shown in the Declarations does not apply to "loss" caused by fire or lightning. d. For this coverage, the insurance provided Is primary for any covered "auto" you hire without a driver and excess over any other collectible Insurance for any covered "auto" that you hire with a driver. 6. Rental Reimbursement Coverage We will pay up to $75 per day for up to 30 days, for rental reimbursement expenses incurred by you for the rental of an "auto" because of "loss" to a covered "auto". Rental Reimbursement will be based on the rental of a comparable vehicle, which In many cases may be substantially less than $75 per day, and will only be allowed for a period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. We will also pay up to $500 for reasonable and necessary expenses incurred by you to remove and replace your materials and equipment from the covered "auto". If "loss" results from the total theft of a covered "auto" ofthe private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided under paragraph 4. Coverage Extension. 7. Lease Gap Coverage If a long-term leased "auto" is a covered "auto" and the lessor Is named as an Additional Insured - Lessor, In the event of a total loss, we will pay your additional legal obligation to the lessor for any difference between the actual cash value of the "auto" at the time of the loss and the "outstanding balance" ofthe lease. "Outstanding balance" means the amount you owe on the lease at the time of loss less any amounts representing taxes; overdue payments; penalties, interest or charges resulting from overdue payments; additional mileage charges; excess wear and tear charges; and lease termination fees. B. EXCLUSIONS The following Is added to Paragraph 3 The exclusion for "loss" caused by or resulting from mechanical or electrical breakdown does not apply to the accidental discharge of an airbag. includes copyrighted material of Insurance Services Offices, Inc. with its permission GECA 701 (01/07) Page 2 of 3 AGENT COPY 12/30/2011 8896503 NEUSXMMW401 PGDM060D J10835 GCAFPPN 00013927 Page 16 Paragraph 4 is replaced with the following: 4. We will not pay for "loss" to any of the following: a. Tapes, records, disks or other similar audio, visual or data electronic devices designed for use with audio, visual or data electronic equipment. b. Equipment designed or used for the detection or location of radar. c. Any electronic equipment that receives or transmits audio, visual or data signals. Exclusion 4.c does not apply to: (1) Electronic equipment that receives or transmits audio, visual or data signals, whether or not designed solely for the reproduction of sound, if the equipment Is permanently installed in the covered "auto" at the time ofthe "loss" and such equipment is designed to be solely operated by use of the power from the "auto's" electrical system, in or upon the covered "auto"; or (2) Any other electronic equipment that is: (a) Necessary for the normal operation of the covered "auto" or the monitoring of the covered "auto's"operating system; or (b) An Integral part of the same unit housing any sound reproducing equipment described In (1) above and permanently Installed In the opening ofthe dash or console ofthe covered "auto" normally used by the manufacturer for installation of a radio. D. DEDUCTIBLE The following is added: No deductible applies to glass damage if the glass Is repaired rather than replaced. SECTION IV. BUSINESS AUTO CONDITIONS A. LOSS CONDITIONS Item 2.a. and b. are replaced with: 2. Duties In The Event of Accident, Claim, Suit, or Loss a. You must promptly notify us. Your duty to promptly notify us Is effective when any of your executive officers, partners, members, or legal representatives is aware of the accident, claim, "suit", or loss. Knowledge of an accident, claim, "suit", or loss, by other employee(s) does not imply you also have such knowledge. b. To the extent possible, notice to us should Include: (1) How, when and where the accident or loss took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the accident or loss. The following Is added to 5. We waive any right of recovery we may have against any additional insured under Coverage A. 1. Who Is An Insured g., but only as respects loss arising out ofthe operation, maintenance or use of a covered "auto" pursuant to the provisions of the "Insured contract", written agreement, or permit. B. GENERAL CONDITIONS 9. is added 9. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Your unintentional failure to disclose any hazards existing at the effective date of your policy will not prejudice the coverage afforded. However, we have the right to collect additional premium for any such hazard. COMMON POUCY CONDITIONS 2.b. Is replaced by the following: b. 60 days before the effective date of cancellation if we cancel for any other reason. Includes copyrighted material of Insurance Services Offices, Inc. with its permission GECA 701 (01/07) Page 3 of 3 AGENT COPY 12/30/2011 8896503 NEUSXMMW401 PGDM060D J10835 GCAFPPN 00013928 Page 17 POLICY NUMBER: SF12CGL019061-00 COMMERCIAL GENERAL UABIUTY CG 20 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location And Description Of Completed Opera- tions ANY PERSON OR ORGANIZATION FOR \NHOM YOU ARE PERFORMING "COMMERCIAL CONSTRUCTION" DURING THE PERIOD OF THIS POLICY AND HAVE AGREED IN A WRITTEN CONTRACT TO ADD AS AN ADDITIONAL INSURED FOR PRODUCTS-COMPLETED OPERATIONS. "COMMERCIAL CONSTRUCTION" DOES NOT INCLUDE ANY HABITATIONAL OR RESIDENTIAL CONSTRUCTION OTHER THAN APARTMENTS OR HOTELS. Information required to complete this Schedule, If not shown above, will be shown in the Declarations. Section II - Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the schedule of this endorsement performed for that additional insured and included in the "products- completed operations hazard". CG 20 37 07 04 ISO Properties, Inc., 2004 Page 1 of 1 Policy No. SF12CGL019061-00 COMMERCIAL GENERAL LIABILITY CG 20 33 07 04 THIS ENDORSEMENT CHANGES THE POUCY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Section II — Who Is An Insured is amended to include as an additional insured any person or or- ganization for whom you are perforning opera- tions when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy. Such person or organization is an additional insured only with re- spect to liability for 'bodily injury", "property dan> age" or "personal and advertising injury" caused, in whole or in part, by: 1, Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured. A person's or organization's status as an addi- tional insured under this endorsement ends when your operations for that additional Insured are completed. B. yshth respect to the insurance afforded to these additional insureds, the following additional exclu- sions apply: This insurance does not apply to: 1. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: a. The preparing, approving, or failing to pre- pare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifica- tions; or b. Supervisory, Inspection, architectural or engineering activities. 2. 'Bodily Injury" or "property damage" occurring after: a. All work, Including materials, parts or equipn^nt furnished in connection with such work, on the project (other than ser- vice, maintenance or repairs) to be per- formed by or on behalf of the additional in- sured (s) at the location of the covered operations has been complied; or b. That portion of 'your work" out of which the injury or damage arises has been put to Its intended use by any person or organization other than another contractor or subcon- tractor engaged in performing operations for a principal as a part of the same project. CG 20 33 07 04 © ISO Properties, Inc., 2004 Insured Copy Page 1 of 1 • WORKERS COIVIPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or inderectly to benefit anyone not named In the Schedule. Schedule Any person or organization as required by written contract. This endorsement changes the policy to which it is attached and is effective on the date issued unless othenwise stated. (The Information below is required only when this endorsement is issued subsequent to preparation ofthe policy.) Endorsement Effective Date: 10/24/2012 Policy No. WC12BEP0000956 Endorsement No. Policy Effective Dates: 10/24/2012 -10/24/2013 Premium $ Insured: ^jjPK Carrier Name / Code: New York Marine And General Insurance Company W WCOO 03 13 (Ed. 4-84) Countersigned by © Copyright 1984 National Council of Compensation Insurance, Inc. Ali Rights Reserved. Page 1 of 1 BIDDER'S STATEMENT RE DEBARMENT (To Accompany Proposal) MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 1) Have you or any of your subcontractors ever been debarred as an irresponsible bidder by another jurisdiction in the State of California? yes no 2) If yes, what was/were the name(s) of the agency(ies) and what was/were the period(s) of debarment(s)? Attach additional copies of this page to accommodate more than two debar- ments. party debarred party debarred agency agency period of debarment period of debannent BY CONTRACTOR (name of Corftractor) ^ (sign here) (print name/title) By: Page / of / pages of this Re Debarment form Revised 09/11/12 Contract No. 6035 Page 24 of 104 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (To Accompany Proposal) MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 Contractors are required by law to be licensed and regulated by the Contractors' State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within 10 years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors' State License board, P.O. Box 26000, Sacramento, California 95826. 1) Have you ever had your contractor's license suspended or revoked by the Califomia Contractors' State license Board two or more times within an eight year period? id yes no 2) Has the suspension or revocation of your contractor's license ever been stayed? yes no 3) Have any subcontractors that you propose to perform any portion of the Work ever had their contractor's license suspended or revoked by the California Contractors' State license Board two or more times within an eight year period? yes no 4) Has the suspension or revocation of the license of any subcontractor's that you propose to perform any portion of theWork ever been stayed? yes no 5) If the answer to either of 1. or 3. above is yes fully identify, in each and every case, the party disciplined, the date of and violation that the disciplinary action pertain to, describe the nature of the violation and the disciplinary action taken therefore. (If needed attach additional sheets to provide full disclosure.) Page / of 3^ pages of this Disclosure of Discipline form Revised 09/11 /12 Contract No. 6035 Page 25 of 104 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (CONTINUED) w (To Accompany Proposal) MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 6) If the answer to either of 2. or 4. above is yes fully identify, in each and every case, the party who's discipline was stayed, the date of the violation that the disciplinary action pertains to, describe the nature of the violation and the condition (if any) upon which the disciplinary action was stayed. (If needed attach additional sheets to provide full disclosure.) BY CONTRACTOR: name of Contractor) (y (name of Contractor) (sigQ^re) (print name/title) Page of ^ pages of this Disclosure of Discipline form Revised 09/11/12 Contract No. 6035 Page 26 of 104 Pages NONCOLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID PUBLIC CONTRACT CODE SECTION 7106 MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 The undersigned declares: I am the L:ce f^iLjhi SQ^f^)^e<z-:^. the party making the foregoing bid. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on IJ^L _, 20 /? at /L^Uc^J^ [city], C/Q [state]. ^ Si re of Bidder Revised 09/11/12 Contract No. 6035 Page 27 of 104 Pages CARLSBAD Contract Administration www.carlsbadca.gov January 24, 2013 ADDENDUM NO. 1 RE: MUTCD STREET NAME SIGN REPLACEMENT PROGRAM, PROJECTNO.: 6035 Please include the attached addendum in the Notice to Bidder/Request for Bids you have for the above project. Please note change In due date for the above-mentioned bid. New date for bid opening is: February 7, 2013 Time remains the same: 2:00 p.m. This addendum-receipt acknowledged-must be Included to your bid when your bid is submitted. RHONDA HEATHER Associate Contract Administrator ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 1 Biddef^Signature 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602 4677 F 760-602-8562 % CITY OF CARLSBAD MUTCD Street Name Sign Replacement Program Contract No. 6035 Bid No. PWS13-25TRAN Addendum No. 1 From: John Maashoff, Project Manager Phone: 760-434-2856 Date: January 22, 2013 Original Bid Opening Date: January 29, 2013 New Bid Opening Date: February 7, 2013 Response to Questions Received through January 18, 2013: Question: Can the signs be installed under a C32 and/or C33 license? Response: the contract requires an "A" and/or "D42" CA license. Question: Are any of these signs double faced? Response: All ofthe signs included in bid item A-1 and A-2 are double faced, lettering on both sides. The signs included in bid items B-1, B-2, and B-3 are single sided. Question: Is there a contractual requirement for union membership or residency in the City or County? Response: The contract documents contain requirements to bid, currently there is not a requirement for residency. Question: The signal mounted street name signs describe "stiffeners" indicated as .1", should this be 1.0"? Response: The flush mount sign blanks shall be .1" thick. Each sign shall include the optional "stiffeners" provided by the manufacturer and shown in Appendix "A" ofthe contract documents. -1 - Revised 01/22/13 Revisions to Bid Documents: The following clarifications, deletions, and additions shall be made part of the contract documents, provisions, and specifications: I. Notice Inviting Bids: 1. Revise closing date for bid submittal by revising paragraph 1 to read: UNTIL 2:00 PM ON FEBRUARY 7, 2013, the City shall accept sealed bids, clearly marked as such, at the Faraday Center, 1635 Faraday Avenue, Carlsbad, CA 92008-7314, Attn: Purchasing Officer, by mail, delivery service or by deposit in the Bid Box located in the first floor lobby, at which time they will be opened and read, for performing the work as follows: Manufacture and install new street name signs citywide, replacing existing signs, as part of the city's MUTCD Street Sign Replacement Program, Contract No. 6035. 2. Revise Engineer's Estimate. The revised Engineers Estimate is $578,000. II. Supplemental Provisions: 1. Delete section 206-7.1.2 Sign Identification III. Technical Provisions: 1. Replace the technical provisions (portions of pages 99-104) with the following technical provisions: 2- Revised 01/22/13 TECHNICAL PROVISIONS STREET NAME SIGN REPLACEMENT PROGRAM TECHNICAL REQUIREMENTS - GROUND MOUNTED STREET NAME SIGNS 1. Contractor must use City's sign inventory. The City will provide the inventory to the contractor in either a shape (shp) file or ArcPad (apm) data format. 2. Contractor will deliver finished inventory on a Panasonic Toughbook CF-19 tablet laptop with the following specificafions: * a. VISTA COA (***VISTA Downgrade to XP ***)* Intel Core 2 Duo SU9300 1.2Ghz(Centrino2VPro),10.4" Dual Touch XGA, 160GB, 2GB, Intel WiFi a/b/g/n, Dual pass(Upper WWAN/Lower WLAN), WINXP Tablet,TPM1.2,Bluetooth, Gobi, b. CF-SVCLTEXT1Y PANASONIC TOUGHBOOK ONE YEAR WARRANTY EXTENSI0N(YEAR4) c. CF-VEB181AU Quick Connect/Release Desktop Port Rep for the CF-18/19 CF- AA1633AM d. AC adaptor for CF-Y5/CF-19/Y7yT7/W7 e. CF-WMBA802G Panasonic 2GB Memory for CF-52E/GMK2/74J/KMK4 f. PAI 555-655 LIND AUTO ADAPTER WITH CIGARETTE PLUG CONNECTOR Finished inventory will reside on the Panasonic toughbook as a shape (shp) file or ArcPad (apm) file. (If Arcpad, the ArcPad applicafion must be version 8 or better) 3. Contractor will collect the following data on signs in the current inventory. a. Sign Install date b. Dimensions c. Installation/replacement date d. Sign length, and sign level. e. Type and condition of post and hardware used. 4. Contractor will use sign IDs provided by the city when invoicing completed work. Sign IDs will be provided with the sign inventory. SCOPE OF WORK: Contractor is to perform fabrication, and installation of street name signs In road right of ways. The proposed services shall be perfomned in accordance with this document and the latest version ofthe California Manual on Uniform Traffic Control Devices (MUTCD). The city will be divided into 7 zones, work shall be performed one zone at a fime, in order to facilitate inspection, and one zone must be completed before the next is begun. Upon starting the project, the contractor shall provide for each replaced sign the following information to the inspector once per week; 1. Sign ID, and location. 2. Installation/Replacement date (Month/DayA'ear). 3. Sign length in inches, and sign level, top sign being level 1, second from top being level 2, and third from top being level 3. 4. Post type, condition, and hardware used. -3- Revised 01/22/13 standard and Specification 1. All signage shall conform to the latest version of the California MUTCD, and the Caltrans Standard Specifications (latest version), except where expressly specified in these plans or the Special Provisions. 2. Street name signs shall be replaced using the latest version of the California MUTCD and the requirements in this document. Any substandard, compromised, or broken post, anchor, or street light shall be reported immediately to the City of Carlsbad Inspector. Any sign that will affect the safety of the public e.g. a larger sign that would conflict with the vehicle travel lane, or pedestrian right of way, shall not be installed and reported immediately to the City of Carlsbad inspector. Any sign that would block from view a regulatory or warning sign shall not be installed and reported immediately to the City of Carlsbad inspector. Any sign that when installed will be blocked from view shall be reported to the City of Carlsbad inspector. The city inspector shall determine what action, if any, will be taken to resolve any issues pertaining to the street name signs. 3. Size - sign dimensions shall meet standard specifications per the latest version of the California MUTCD and this document. 4. Retroreflectivity Levels - All street name signs shall meet minimum retroreflectivity levels per the latest version ofthe California MUTCD. 5. Street name sign panels shall be fabricated using .125" aluminum blanks. The aluminum blanks shall be new domestic material, Alloy 5052-H38 and shall be alodized with Alodine 1200, Chromate 5015 or equal using the "Power spray 7- Step Method". Only those chemical conversion treatments which have been qualified under U.S. Specification MIL- C-5541B or ASTM B449-67, Class I or II may be employed. Sign blanks shall have standard corner radii in accordance with the "Blank Standards" specified in Secfion 6 of the U.S. Department of Transportation's manual on "Standard Highway Signs", latest edition. Street name signs shall feature Type XI prismatic cube-corner reflective sheefing (DG3 or approved equal) per ASTM designation D4956. 6. Street name signs shall be furnished and installed to the satisfaction of the Transportation Department. Lowest street sign shall be mounted parallel with the R1-1 (stop) sign, or parallel to where one would be if there is not one present. Signs shall be mounted with the block arrow pointing south or east unless the street does not go that direction, then it shall be mounted, in the direction of travel for that street. Signs installed on street lights shall be installed a minimum of 10' from the ground. All signs shall be without border, and have white type XI prismatic cube-corner reflective sheeting, covered by transparent acrylic green EC overlay film, reverse weed for public streets, and transparent acrylic black EC overlay film letters for private streets. All signs shall have upper and lower case letters for both street name and suffix. If street does not have a block number, no arrow shall be used. 7. For intersections that have roadways with different posted speed limits, the street with the higher speed limit shall govern. -4- Revised 01/22/13 For roadways with a posted speed limit of 25 M.P.H. and less, street name signs shall conform to the following requirements; Sign Blank 8" tall sign blank, .125 thick, length varying from 24 to 48 inches in 6 inch increments. Street Name Lettering 4" tall capital letters for street name, Clearview 1-W font, with kerning not to exceed 10%. The proportion ratio of the lowercase Clearview letters to the initial capital letter shall be .817 tol Suffix Lettering 3" tall letters for street name suffix, Clearview 1-W font, with kerning percentage the same as the street name. Suffix shall be abbreviated according to the Galifornia MUTCD table 1A-1 Acceptable Abbreviafion table. Tallest letter in suffix shall match top of ascender or top of capital letter of street name, whichever is taller. Block Numbering 3" tall block numbers, in Clearview 1-W font, with kerning percentage the same as the street name. Top of block number shall match top of tallest ascender or top of capital letter of street name whichever is taller. Block Arrow 2" tall custom arrow, length varying, measurement differences shall be in Vz Inch increments. Arrow length shall match as closely as possible the length of the block number. The arrow shall line up with point of head lining up with bottom of letters, or bottom of head to bottom of lowest letter descender when there is a letter descender. Spacing Sign shall have 2" spacing from leading edge of sign blank and street name, between street name and suffix, between suffix and block number, and block number and trailing edge of sign blank. Street name shall be centered on sign blank with the distance from highest part of name to top of blank being the same as lowest part of name to bottom of blank. For roadways with a posted speed limit of 30 M.P.H. or more, street name signs shall conform to the following requirements; Sign Blank 10>i" tall sign blank, .125 thick, length varying from 30 to 72 inches in 6 inch increments. Street Name Lettering 6" tall letters for street name, Clearview 1-W font, with kerning not to exceed 10%. The proportion ratio of the lowercase Clearview letters to the initial capital letter shall be .817 to 1. 5- Revised 01/22/13 Suffix Lettering 3" tall letters for street name suffix, Clearview 1-W font, with kerning percentage the same as the street name. Suffix shall be abbreviated according to the California MUTCD table 1A-1 Acceptable Abbreviation table. Tallest letter in suffix shall match top of ascender or top of capital letter of street name, whichever is taller. Block Numbering 3" tall block numbers, Clearview 1-W font, with kerning percentage the same as the street name. Top of block number shall match top of tallest ascender or top of capital letter of street name whichever is taller. Block Arrow 3" tall custom arrow, length varying, measurement differences shall be in Yi inch increments. Arrow length shall match as closely as possible the length of the block number. The arrow shall line up with bottom of head lining up with bottom of letters. Spacing Sign shall have 3" spacing from leading edge of sign blank and street name, between street name and suffix, between suffix and block number, and from block number to trailing edge of sign blank. Street name shall be centered on sign blank with the distance from highest part of street name to top of blank being the same as lowest part of street name to bottom of blank. 8. All ground mounted street name signs shall be mounted with a new approved cap and a new cross piece assembly designed for .125" flat blade signs. Street name signs shall be mounted with the longest sign on the bottom, parallel to the stop sign, and shorter sign on top, or if both signs are of equal length, the bottom sign shall be mounted parallel to the stop sign. Cap and Cross Piece Both cap and cross piece shall be manufactured by MD Solutions, Inc., or equal, and shall be cast aluminum; with six Allen head set screws in the caps, and four %6 Allen head set screws in the cross pieces. Streets with a 90° intersection shall have a standard 90° cross piece, and streets with any other degree Intersection shall have an adjustable bracket, with sign aligned as close as possible to the cross street's direction of travel. All signs with a length of 36" or less shall be mounted with a new cast aluminum 1%" square post cap with a 12" blade holder, and a 12"x12" 90° cross piece, or 12"x12" adjustable cross piece. All signs with a length of 42" or more shall be mounted with a 6" long 2" telespar sleeve securely riveted flush with top of existing telespar sign post. The 6" long telespar sieve shall be fastened to the existing telespar pole with a minimum of two rivets. Signs greater than 42" in length shall include a new cast aluminum 2" square post cap with a 24" blade holder, and a new cast aluminum 12"x12" 90° cross piece or a new cast aluminum 12"x12" adjustable cross piece. Signs mounted on existing round poles shall use a cast aluminum, universal cap for use on 2%" round post, and 2" square post, with a 12" blade holder for signs measuring 36" or -6- Revised 01/22/13 less or a 24" blade holder for signs measuring 42" or more. Each pole, as necessary, shall also include a new cast aluminum 12"x12" 90° cross piece or adjustable cross piece as required. There are approximately 84 round posts requiring the universal cap. Wing Bracket All street light mounted street name signs shall be mounted separately with a new approved MD Solutions, Inc. cantilever wing bracket. All canfilever wing brackets shall be 8%"x24"cast aluminum, with three %e" Allen head set screws. All signs with a length of 42" or greater shall also be mounted with an extension for the canfilever wing bracket. All cantilever brackets shall be mounted to the street light with no less than three new %" wide and .025" thick stainless steel bands, secured by three stainless steel buckles. There are approx. 340 street name signs mounted to street lights that will require the MD Solufions, Inc. wing bracket. All hardware, including set screws, banding, and buckles shall be mounted and/or tightened to ensure signs will not be loose, but not over tightened so as to crack, tear, or damage caps, cross pieces, canfilever brackets, banding, or buckles. 9. All signs and hardware removed shall be done so without any modification to the post and or street light. Said hardware and signs is/are the property of the City Of Carlsbad and shall be returned to the City's Maintenance Yard at; 405 Oak Avenue, Carlsbad, CA, and placed in a pre-designated area. 10. All signage is subject to the approval of the City Engineer or his representative, prior to installation. Any deviation from signage plans shall be approved by the City Engineer or his representative prior to any change in the field. TECHNICAL REQUIREMENTS- SIGNAL MOUNTED STREET NAME SIGNS SCOPE OF WORK: Contractor is to perform fabrication, and installation of street name signs in road right of ways. The proposed services shall be performed In accordance with this document and the latest version ofthe California Manual on Uniform Traffic Control Devices (MUTCD). The city will be divided into 7 zones, work shall be perfomned one zone at a fime, in order to facilitate Inspecfion, and one zone must be completed before the next is begun. Upon starting the project, the contractor shall provide for each replaced sign the following information to the inspector once per week; • Sign ID, and location. • Installation/Replacement date (Month/Day/Year). • Sign length in inches, and sign level, top sign being level 1, second from top being level 2, and third from top being level 3. • Post type, condition, and hardware used. Revised 01/22/13 standard and Specification 11. All signage shall conform to the latest version of the California MUTCD, and the Caltrans Standard Specifications (latest version), except where expressly specified In these plans or the Special Provisions. 12. Street name signs shall be replaced using the latest version ofthe California MUTCD and the requirements in this document. Any substandard, compromised, or broken signal post, mast arm, or other component shall be reported immediately to the City of Carlsbad inspector. Any sign that will affect the safety of the public e.g. a larger sign that would conflict with the vehicle travel lane, or pedestrian right of way, shall not be installed and reported immediately to the City of Cartsbad inspector. Any sign that would block from view a regulatory or warning sign shall not be Installed and reported immediately to the City of Cartsbad inspector. Any sign that when installed will be blocked from view shall be reported to the City of Cartsbad inspector. The city inspector shall determine what action, if any, will be taken to resolve any Issues pertaining to the street name signs. 13. Size - sign dimensions shall meet standard specifications per the latest version of the California MUTCD and this document. 14. Retroreflectivity Levels All street name signs shall meet minimum retroreflectivity levels per the latest version ofthe California MUTCD. 15. Street name sign panels shall be fabricated using .125" aluminum blanks. The aluminum blanks shall be new domestic material, Alloy 5052-H38 and shall be alodized with Alodine 1200, Chromate 5015 or equal using the "Power spray 7- Step Method". Only those chemical conversion treatments which have been qualified under U.S. Specification MIL- DTL-5541F or ASTM B449-67, Class I or II may be employed. Sign blanks shall have standard corner radii in accordance with the "Blank Standards" specified in Secfion 6 of the U.S. Department of Transportafion's manual on "Standard Highway Signs", latest edition. Street name signs shall feature Type XI prismatic cube-corner reflective sheeting (DG3 or approved equal) per ASTM designation D4956. 16. Street name signs shall be furnished and installed to the safisfaction of the Transportation Department. Installation location of new signs shall be In the locafion ofthe existing street name sign unless othenA/ise required by this contract or as directed by the city's inspector. All signs shall be with border, and have white type IX prismatic cube-corner reflective sheeting, covered by transparent acrylic green EC overiay film, reverse weed for public streets, and transparent acrylic black EC overtay film letters for private streets. All signs shall have upper and lower case letters for both street name and suffix. If street does not have a block number, no arrow shall be used. All new street name signs mounted at signalized intersections shall be designed, constructed, and installed in accordance with the following: Sign Blank 18" or 30" tall sign blank if required. The aluminum blanks shall be .1" thick new domestic material from McCain Inc., with stiffeners. Lengths used shall be either 6-focft or 8-foot. -8- Revised 01/22/13 Street Name Lettering 8" tall capital letters and 6" lower case lettering for street name, Clearview 1-W font, with kerning not to exceed 10%. Suffix Lettering 6" tall letters for street name suffix, Clearview 1-W font, with kerning percentage the same as the street name. Suffix shall be abbreviated according to the California MUTCD table 1 A-1 Acceptable Abbreviafion table. Tallest letter In suflix shall match top of ascender or top of capital letter of street name, whichever is taller. Spacing Sign shall have a minimum of a 3" spacing from leading edge of sign blank and street name, between street name and suffix, between suffix and block number, and block number and trailing edge of sign blank. Street name shall be centered on sign blank with the distance from highest part of name to top of blank being the same as lowest part of name to bottom of blank. 17. All signal mounted street name signs shall be mounted with a new approved Peico atriculating Astro-Brac with formed tube and stainless steel upgrades. For oversize 30" height signs, angled fonned tubes shall be Included with double brackets. 18. All signs and hardware removed and or installed shall be done so without any modification to the signal pole, mast arm, or other component of any exisfing signal component. Hardware and signage removed shall be disposed of by the contractor. 19. All signage Is subject to the approval of the City Engineer or his representative, prior to Installation. Any deviation from signage plans shall be approved by the City Engineer or his representative prior to any change in the field. -9- Revised 01/22/13 CITY OF ViCARLSBAD Contract Administration www.carlsbadca.gov January 30, 2013 ADDENDUM NO. 2 RE: MUTCD STREET NAME SIGN REPLACEMENT PROGRAM BID NO. PWS13-25TRAN, CONTRACT NO. 6035 Please include the attached addendum in the Notice to Bidder/Request for Bids you have for the above project. This addendum-receipt acknowledged-must be attached to your Request for Bid when your bid is submitted. :EVIN D> Sr. Contract Administrator Attachment ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 2 BiddejpJs^gnature 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-4677 F 760-602-8562 ® CITY OF CARLSBAD MUTCD Street Name Sign Replacement Program Contract No. 6035, Bid No. PWS13-25TRAN Addendum No. 2 From: John Maashoff, Project Manager Phone: 760-434-2856 Date: January 29, 2013 Bid Opening Date: February 07, 2013 _^ Response to Questions received between January 19 and January 28*^, 2013: Question: Are there more drawings and specifications for the signs that need to be replaced? Are these the plans referred to in the Notice Inviting Bids? Are they available on line? Response: There are no specific drawings or plans for the signs being replaced outside of those included in or referenced in the contract documents. Question: The Technical Provisions states:" Contractor must use City's sign inventory". Does this mean that the City will be providing the signs? Response: The sign inventory referenced is an electronic inventory of all existing street name signs within the city. The city will supply an electronic copy of the database inventory which contractor shall use and update in accordance with the contract documents. The city will not be providing any materials necessary for design, construction, or installation ofthe signs. Question: Item B-1 requires handling of electrical. Will this require a C-45 license as well? Response: Prior to contractor working on any sign included in schedule "B", contractor shall coordinate with city staff. City stafi" will disconnect electrical services to exisfing IISNS signs. Question: Are there any posts required in the bid? Response: No, the contract does not contemplate providing or installing new telespar ground mounted posts. Some installations will require a piece of 2" telespar sieve, 6"-long, as identified in the technical provisions. Question Is there a timeline for the start and completion of the work? Response: Please see Section 6-6 ofthe contract. 1- Revised 01/22/13 Revisions to Bid Documents: Replace descriptions of bid item B-1, B-2, and B-3 with the following: SECTION 8 - MEASUREMENT AND PAYMENT 8-4 BID ITEMS B-1 Remove two hundred twenty two (222) existing 6' x 18" sign from pole and install new street name sign. Bid item includes providing all labor equipment and matenals necessary to design and manufacture new McCain Inc., flush mount type street name sign, or city approved equal, in accordance to city specificafions, disconnect eiectncal cord from signal mast arm junction box or elbow and safe off electrical feed wires and conceal in junction fitting, removal and disposal of exisfing street name sign, removal and disposal of existing hardware and brackets from mast arm, Installafion of PeIco articulating Astro-Brac (or city approved equal) bracket and tube assembly (stainless steel upgrade) on mast arm with band straps, installation of sign to formed tube with stainless steel hardware, level sign and tighten all hardware evenly and securely. Payment for all labor, equipment, and material shall be made based on the total square footage, rounded to the nearest 100*^ of a square foot, of all signs Installed. B-2 Remove two hundred six (206) existing 8' x 18" signs from pole and install new street name sign. Bid item includes providing all labor equipment and materials necessary to design and manufacture new McCain Inc., flush mount type street name sign, or city approved equal, in accordance to city specifications, disconnect electrical cord from signal mast arm juncfion box or elbow and safe ofl' electrical feed wires and conceal In junction fitting, removal and disposal of exisfing street name sign, removal and disposal of exisfing hardware and brackets from mast arm, installation of PeIco artlculafing Astro-Brack (or city approved equal) bracket and tube assembly (stainless steel upgrade) on mast arm with band straps, installation of sign to formed tube with stainless steel hardware, level sign and tighten all hardware evenly and securely. Payment for all labor, equipment, and material shall be made based on the total square footage, rounded to the nearest 100**^ of a square foot, of all signs installed. B-3 Remove thirty-four (34) existing 6' or 8' oversize sign (30" height) from pole and replace with new oversize street name sign. Bid item includes providing all labor equipment and materials necessary to design and manufacture new McCain Inc., flush mount type street name sign, or city approved equal, in accordance to city specificafions, disconnect electrical cord from signal mast arm juncfion box or elbow and safe off electrical feed wires and conceal in junction fitting, removal and disposal of exisfing street name sign, removal and disposal of existing hardware and brackets from mast arm, Installafion of PeIco articulating Astro-Brac (or city approved equal) double bracket and angled fonned tube assemblies on mast arm with band straps, installafion of sign to formed tube with stainless steel hardware, level sign and tighten all hardware evenly and securely. Payment for all labor, equipment, and material shall be made based on the total square footage, rounded to the nearest 100*^ of a square foot, of all signs installed. -2- Revised 01/22/13 Replace item 5,10,15 and 16 ofthe technical provisions with the following: TECHNICAL PROVISIONS STREET NAME SIGN REPLACEMENT PROGRAM TECHNICAL REQUIREMENTS - GROUND MOUNTED STREET NAME SIGNS SCOPE OF WORK: Standard and Specification: 5. Street name sign panels shall be fabricated using .125" aluminum blanks. The aluminum blanks shall be new domesfic material, Alloy 5052-H38 and shall be alodized with Alodine 1200, Chromate 5015 or equal using the "Power spray 7- Step Method". Only those chemical conversion treatments which have been qualified under U.S. Specification MIL-C-5541B or ASTM B449-67, Class I or II may be employed. Sign blanks shall have standard corner radii in accordance with the "Blank Standards" specified in Section 6 of the U.S. Department of Transportation's manual on "Standard Highway Signs", latest edifion. Street name signs shall feature Type XI prismatic cube- corner reflective sheeting (DG3 or approved equal) per ASTM designafion D4956. The warranty for sheeting shall be 12 years for non-flourescent sheefing. Inks and films for symbols, lebends, and boarders on sheefing shall be in accordance with the manufacturer's sheefing specification. Films shall be a durable, transparent, acrylic colored film coated with a transparent pressure sensitive adhesive. Overiay acrylic EC films and inks used for assembly shall be approved for use by the manufacturer of the sheefing material. Use only acrylic EC film to achieve color. The service life of inks and films shall be comparable to the sheefing used. 10. All signage is subject to the approval of the City Engineer or his representative, prior to Installafion. Any deviation from signage plans shall be approved by the City Engineer or his representative prior to any change in the field. Contractor shall, upon complefion of sign design and prior to commencing fabrication of any sign, submit an electronic version of each sign in a fonnat compafible to SignLab Version 7 by CADIink Technology Corporation. The City shall review submittals in confonnance with secfion 2-5.3 of the contract. TECHNICAL REQUIREMENTS - SIGNAL MOUNTED STREET NAME SIGNS SCOPE OF WORK: Standard and Specification: 15. Street name sign panels shall be fabricated using .080" aluminum blanks. The aluminum blanks shall be new domesfic material. Sign blanks shall have standard corner radii in accordance with the "Blank Standards" specified In Section 6 of the U.S. Department of Transportation's manual on "Standard Highway Signs", latest edition. Street name signs shall feature Type XI prismatic cube-corner reflective sheeting (DG3 or approved equal) -3- Revised 01/22/13 per ASTM designation D4956. The warranty for sheeting shall be 12 years for non- flourescent sheefing. Inks and films for symbols, lebends, and boarders on sheefing shall be in accordance with the manufacturer's sheefing speclficafion. Films shall be a durable, transparent, acrylic colored film coated with a transparent pressure sensitive adhesive.' Overiay acrylic EC films and inks used for assembly shall be approved for use by the manufacturer of the sheeting material. Use only acrylic EC film to achieve color. The service life of inks and films shall be comparable to the sheeting used. 16. Street name signs shall be furnished and installed to the satisfaction of the Transportafion Department. Installation locafion of new signs shall be In the location of the existing street name sign unless othenA/ise required by this contract or as directed by the city's inspector. All signs shall be with border, and have white type IX prismafic cube-corner reflective sheefing, covered by transparent acrylic green EC overiay film, reverse weed for public streets, and transparent acrylic black EC overiay film letters for private streets. All signs shall have upper and lower case letters for both street name and suffix. All new street name signs mounted at signalized intersections shall be designed, constructed, and installed In accordance with the following: Sign Blank Signs shall be McCain Flush Mount RSNS or City approved equal. Signs shall be 18" or 30" in height and shall be 6' or 8' in length, as required. Signs shall be furnished complete with factory installed Pelco/McCain 0105 series mounting brackets, or approved equal. All hardware shall be stainless steel. Thirty-Inch (30") signs shall be furnished with dual offset series 0105 mounting brackets. Mounfing brackets shall be angled and positioned to accommodate signal mast ami with rise of zero to twenty-three degrees. Bands shall be sized to accommodate installation on ali Caltrans design signal mast arms. Street Name Lettering 8" tall capital letters and 6" lower case lettering for street name, Clearview 1-W font, with kerning not to exceed 10%. Suffix Lettering 6" tall letters for street name suffix, Clearview 1-W font, with kerning percentage the same as the street name. Suffix shall be abbreviated according to the California MUTCD table 1A-1 Acceptable Abbreviation table. Tallest letter in suffix shall match top of ascender or top of capital letter of street name, whichever is taller. Spacing Sign shall have a minimum of a 3" spacing from leading edge of sign blank and street name, between street name and suffix, between suffix and block number, and block number and trailing edge of sign blank. Street name shall be centered on sign blank with the distance from highest part of name to top of blank being the same as lowest part of name to bottom of blank. 4- Revised 01/22/13 CONTRACT PUBLIC WORKS This agreement is made this 3^'^ day of CJut\d^ , 2013, by and between the City of Carisbad, California, a municipal corporation, (hereinafter called 'City"), and S&B Engineering, Inc. whose principal place of business is 12570 Slaughterhouse Canyon Road Lakeside CA 92040 (hereinafter called "Contractor"). City and Contractor agree as follows: 1. Description of Work. Contractor shall perform all work specified in the Contract documents for: MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 (hereinafter called "project") 2. Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools, equipment, and personnel to perform the work specified by the Contract Documents. 3. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting Bids, Contractor's Proposal, Bidder's Bond, Non-Collusion Declarafion, Designafion of Subcontractors, Technical Ability and Experience, Bidder's Statement Re Debarment, Escrow Agreement, Release Form, the Plans and Specifications, the General Provisions, addendum(s) to said Plans and Specificafions and General Provisions, and all proper amendments and changes made thereto in accordance with this Contract or the Plans and Specifications, and all bonds for the project; all of which are incorporated herein by this reference. Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as indicated, specified, and implied by the Contract Documents. Any items of work not indicated or specified, but which are essential to the completion of the work, shall be provided at the Contractor's expense to fulfill the intent of said documents. In all instances through the life of the Contract, the City will be the interpreter of the intent of the Contract Documents, and the City's decision relative to said intent will be final and binding. Failure ofthe Contractor to apprise subcontractors and materials suppliers of this condition ofthe Contract will not relieve responsibility of compliance. 4. Payment. For all compensation for Contractor's performance of work under this Contract, City shall make payment to the Contractor per section 9-3 PAYMENT of the General Provisions section of this contract. The Engineer will close the estimate of work completed for progress payments on the last working day of each month. The City shall withhold retention as required by Public Contract Code Section 9203. 5. Independent Investigation. Contractor has made an independent investigation of the jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progress of the work, and is aware of those conditions. The Contract price includes payment for all work that may be done by Contractor, whether anticipated or not, in order to overcome underground conditions. Any information that may have been furnished to Contractor by City about underground conditions or other job conditions is for Contractor's convenience only, and City does not warrant that the condifions are as thus indicated. Contractor is safisfied with all job conditions, including underground conditions and has not relied on information furnished by City. Revised 09/11 /12 Contract No. 6035 Page 28 of 104 Pages 6. Hazardous Waste or Other Unusual Conditions. If the contract involves digging trenches or other excavations that extend deeper than four feet below the surface Contractor shall promptly, and before the following conditions are disturbed, notify City, in writing, of any: (A) Hazardous Waste. Material that Contractor believes may be material that is hazardous waste, as defined In section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class Hi disposal site in accordance with provisions of exisfing law. (B) Differing Conditions. Subsurface or latent physical conditions at the site differing from those indicated. (C) Unknown Physical Conditions. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract. City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or the time required for, performance of any part of the work shall issue a change order under the procedures described in this contract. In the event that a dispute arises between City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or time required for, performance of any part of the work, contractor shall not be excused from any scheduled completion date provided for by the contract, but shall proceed with all work to be performed under the contract. Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties. 7. Immigration Reform and Control Act. Contractor certifies it Is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC secfions 1101-1525) and has complied and will comply with these requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors, and consultants that are included in this Contract. 8. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and indemnify and hold harmless the City, and its officers and employees, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from or in connection with the performance of the Contract or work; or from any failure or alleged failure of Contractor to comply with any applicable law, rules or regulations including those relating to safety and health; and from any and all claims, loss, damages, injury and liability, howsoever the same may be caused, resulting directly or indirectly from the nature of the work covered by the Contract, except for loss or damage caused by the sole or active negligence or willful misconduct of the City. The expenses of defense include all costs and expenses including attorneys' fees for litigation, arbitration, or other dispute resolution method. Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, arising In whole or in part from alleged inaccuracies or misrepresentation by the Contractor, whether intentional or othenA/ise, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. Revised 09/11 /12 Contract No. 6035 Page 29 of 104 Pages 9. Insurance. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. Said insurance shall meet the City's policy for insurance as stated in City Council Policy # 70. (A) Coverages And Limits Contractor shall maintain the types of coverages and minimum limits indicted herein: a. Commercial General Liability Insurance: $1,000,000 combined single limit per occurrence for bodily injury and property damage. If the policy has an aggregate limit, a separate aggregate in the amounts specified shall be established for the risks for which the City or its agents, officers or employees are additional insured. b. Business Automobile Liability Insurance: $1,000,000 combined single limit per accident for bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. c. Workers' Compensation and Employers' Liability Insurance: Workers' compensation limits as required by the Labor Code of the State of California. Workers' compensation offered by the State Compensation Insurance Fund Is acceptable to the City. (B) Additional Provisions: Contractor shall ensure that the policies of insurance required under this agreement with the exception of Workers' Compensation and Business Automobile Liability Insurance contain, or are endorsed to contain, the following provisions. a. The City, its officials, employees and volunteers are to be covered as additional insured as respects: liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the contractor; premises owned, leased, hired or borrowed by the contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officials, employees or volunteers. All additional insured endorsements must be evidenced using separate documents attached to the certificate of insurance; one for each company affording general liability, and employers' liability coverage. b. The Contractor's insurance coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officials, employees or volunteers shall be in excess of the contractor's insurance and shall not contribute with it. c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officials, employees or volunteers. d. Coverage shall state that the contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. (C) Notice Of Cancellation. Each insurance policy required by this agreement shall be endorsed to state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced In coverage or limits except after ten (10) days' prior written notice has been sent to the City by certified mail, return receipt requested. (D) Deductibles And Self-Insured Retention (S.I.R.) Levels. Any deductibles or self-insured retention levels must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the City, its officials and employees; or the contractor shall procure a bond guaranteeing payment of losses and related Investigation, claim administration and defense expenses. Revised 09/11/12 Contract No. 6035 Page 30 of 104 Pages V (E) Waiver Of Subrogation. All policies of insurance required under this agreement shall contain a waiver of all rights of subrogation the insurer may have or may acquire against the City or any of its officials or employees. (F) Subcontractors. Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. Coverages for subcontractors shall be subject to all of the requirements stated herein. (G) Acceptability Of Insurers. Insurance Is to be placed with insurers that have a rating in Best's Key Rating Guide of at least A-:VII. Insurers must also be authorized to transact the business of insurance by the State of California Insurance Commissioner as admitted carriers as evidenced by a listing in the official publication of the Department of Insurance of the State of California and/or under the standards specified by City Council Policy # 70. (H) Veritication Of Coverage. Contractor shall furnish the City with certificates of insurance and original endorsements affecting coverage required by this clause. The certificates and endorsements for each Insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be in forms approved by the City and are to be received and approved by the City before the Contract is executed by the City. (I) Cost Of Insurance. The Cost of all insurance required under this agreement shall be included in the Contractor's bid. 10. Claims and Lawsuits. All claims by contractor for $375,000 or less shall be resolved in accordance with the provisions In the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with section 20104) which are incorporated by reference. A copy of Article 1.5 is included in Section 3 of the General Provisions. The contractor shall inifially submit all claims over $375,000 to the City using the informal dispute resolution process described in Public Contract Code subsections 20104.2(a), {c), (d). Notwithstanding the provisions of this section of the contract, ali claims shall comply with the Government Tort Claim Act (section 900 et seq., of the California Govemment Code) for any claim or cause of action for money or damages prior to filing any lawsuit for breach of this agreement. (A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City must be asserted as part of the contract process as set forth in this agreement and not in anticipation of litigation or In conjunction with litigation. (B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, It may be considered fraud and the Contractor may be subject to criminal prosecution. (C) Government Code. Contractor acknowledges that California Government Code sections 12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of the information. (D) Penalty Recovery. If the City of Carlsbad seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. (E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim may subject the Contractor to an administrative debarment proceeding wherein the Contractor may be prevented from further bidding on public contracts for a period of up to five years. (F) Carlsbad Municipal Code. The provisions of Carisbad Municipal Code sections 3.32.025, 3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference. Revised 09/11/12 Contract No. 6035 Page 31 of 104 Pages (G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by another jurisdiction is grounds for the City of Carisbad to disqualify the Contractor or subcontractor from participating In future contract bidding. (H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction for resolution of any disputes between the parties arising out of this agreement Is San Diego County, California. I have read and understand all provisions of Section 10 above. ^/^^ init^J^^2 init 11. Security. Securifies in the form of cash, cashier's check, or certified check may be substituted for any monies withheld by the City to secure performance of this contract for any obligation established by this contract. Any other security that is mutually agreed to by the Contractor and the City may be substituted for monies withheld to ensure performance under this Contract. 12. Unfair Business Practices. In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of acfion it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, sen/ices, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the parties. 13. Provisions Required by Law Deemed Inserted. Each and every provision of law and clause required by law to be Inserted in this Contract shall be deemed to be inserted herein and included herein, and if, through mistake or othenA/lse, any such provision is not inserted, or is not correctly inserted, then upon application of either party, the Contract shall forthwith be physically amended to make such insertion or correction. /// /// /// /// /// /// /// /// /// /// /// /// Revised 09/11/12 Contract No. 6035 Page 32 of 104 Pages 14. Additional Provisions. Any additional provisions of this agreement are set forth in the "General Provisions" or "Supplemental Provisions" attached hereto and made a part hereof. NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED (CORPORATE SEAL) CONTRACTOR: municipal corporation of (name of Conl/actor) By: \7 (sign h (sign here) (print name and title) By: (sign here) LnJij^/f /9^j'U^^ Ss<y'€<^ny (print name and title) / President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under the corporate seal empowering that officer to bind the corporation. APPROVED AS TO FORM: RONALD R. BALL City Attorney City Attorney ) By: Ui Assistant City Attorn^ Revised 09/11/12 Contract No. 6035 Page 33 of 104 Pages '" ] K*^ State of Califomia CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT County of Die-AT^ On 13 before me. personally appeared _ (v^^ (Here insehlname and title of the offlfcetO who proved to me on the basis of satisfactory evidence to be the person(^ whose name(lR) is/^ subscribed to the within instrument and acknowledged to me that he/she/feey executed the same in his/her/^ir authorized capacity(4es), and that by his/her/their signature(s).on the instrument the person(s^, or the entity upon behalf of which the person('s),acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws ofthe State of Califomia that the foregoing paragraph is true and correct. ^ WITNESS my hand and official seal. 4. Signature of Notary Public (Notary Seal) 1 '^r <•* V « v"V MORGEN FRY Commission # 1918442 Notary Public - California z San Diego County My Comm. Expires Dec 24- ^| ADDITIONAL OPTIONAL INFORMATION DESCRIPTION OF THE ATTACHED DOCUMENT (Title or description of attached document) (TitTe or description of attached document contkaed) (TitTe or descripti Number of Pages Document Date (Additional information) CAPACITY CLAIMED BY THE SIGNER • Individual (s) • Corporate Officer (Title) • Partner(s) • Attorney-in-Fact • Trustee(s) • other INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in Califomia must contain verbiage exactly as appears above in the notary section or a separate acknowledgment form must be properly completed and attached to that document. The only exception is if a document is to be recorded outside of Califomia. In such instances, any altemative acknowledgment verbiage as may be printed on such a document so long as the verbiage does not require the notary to do something that is illegal for a notary in California (i.e. certifying the authorized capacity ofthe signer). Please check the document carefully for proper notarial wording and attach this form if required. • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization. • Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/theyr is /em) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible. Impression must not cover text or lines. If seal impression smudges, re-seal if a sufficient area permits, otherwise complete a different acknowledgment form, • Signature ofthe notary public must match the signature on file with the office of the county clerk. • Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. • Indicate title or type of attached document, number of pages and date. • Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document 2008 Version CAPA vl2.10.07 800-873-9865 www.NotaryClasses.com ALL-PURPOSE ACKNOWLEDGMENT State of Califomia County of .SmlDl^ On 0k^ll^ } SS. before me, 5te^Sjkii0_ , Notary Public, to me on the DAFE personally appeared ^ basis of satisfactory evidence to be tbe person(s) -J^Jsgf ^^^^^^ same in his/hgrl^ authorized capa^lt5<ies), and that by his/her/(tfleir^^ on the instrument the person(s), Vtlie entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State, of California that the foregoing paragraph is true and correct. MARIE Q. MALAGA I; COMM.# 2000733 (D NOTARY PUBLIC-CALIFORNIA «i SAN OIEGO COUNTY ^ MY COMM. EXP. JAN. 7,2017 y WITNESS my hand and bfFicial seal. __I=ZZ;^^OVTIONAL INFORMATION TllZrr^al. However,.n.yprovevaluabI^ of this form to an unauthorized document. TITLES) CAPACITY CLAIMED BY SIGNER (PRINCIPAL) Q INDIVIDUAL • CORPORATE OFFICER • PARTNER(S) • ATTORNEY-IN-FACT • TRUSTEE(S) • GUARDL\N/CONSERVATOR • OTHER: ^ SIGNER (PRINCIPAL) IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACHED DOCUMENT "TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT RIGHT THUMBPRINT OF SIGNER OTHER APA 1/2012 NOTARY BONDS. SUPPLIES AND FORMSATHTTPV/WWW.VALLEY-SIERRA COM ©2005-2008VALLEY-SIERRA1NSURANCE Bond no. 728092P LABOR AND MATERIALS BOND WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution No. 2013- 114, adopted May 14, 2013, has awarded to S & B Engineering, Inc., (hereinafter designated as the "Principal"), a Contract for: MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 in the City of Carisbad, in strict confomriity with the drawings and specifications, and other Contract Documents now on file In the Office of the City Clerk of the Gity of Cartsbad and all of which are tncorporated herein by this reference. WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of their subcontractors shall fall to pay for any materials, provisions, provender or other supplies or teams used in, upon or about the performance of the woric agreed to be done, or for any woric or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, WE, S&B ENGINEERING, INC., as Principal, (hereinafter designated as the "Contractor"), and Indemnity Company of California as Surety, are held firmly bound unto the City of Carisbad in the sum of Six Hundred Thirty Seven Thousand Six Hundred Fifty Nine Dollars ($637,659), said sum being an amount equal to: One hundred percent (100%) of the total amount payable under the terms of the contract by the City of Carisbad, and for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, finnly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if the Contractor or his/her subcontractors fail to pay for any materials, provisions, provender, supplies, or teams used in, upon, for, or about the performance of the work contracted to be done, or for any other work or labor thereon of any kind, consistent with Califomia Civil Code section 9100, or for amounts due under the Unemployment Insurance Code with respect to the work or labor perfomned under this Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the contractor and subcontractors pursuant to section 13020 ofthe Unemployment Insurance Code with respect to the work and labor, that the Surety will pay for the same, and, also, In case suit is brought upon the bond, reasonable attorney's fees, to be fixed by the court consistent with California Civil Code section 9554. This bond shall Inure to the benefit of any of the persons named in California Civil Code section 9100, so as to give a right of action to those persons or their assigns in any suit brought upon the bond. Surety stipulates and agrees that no change, extension of time, alterafion or addition to the tenns of the Contract, or to the work to be performed hereunder or the specificafions accompanying the same shali affect its obligations on this bond, and it does hereby waive notice of any change, extension of time, alterations or addition to the temns of the contract or to the woric or to the specifications. Revised 09/11/12 Contract No. gQii Page 34 of 104 Pag«8 In the event that Contractor is an individual, it is agreed that the death of any such Contraotor shall not exonerate the Surety from its obligations under this bond. Executed by CONTRACTOR this. day of May , 20 13 Executed by SURETY this of May 23 day 20 13 . CONTRACTOR: S&B Engineering, Inc. (name of Contractor) By:, 3 0f Contractor). /jT X7 SinhJeT (print name here) SURETY: Indemnity Company of California (name of Surety) 17771 Cowan, Ste. 100, Irvine. CA 92614 (address of Surety) -9686 telephoni8;;}urad6r of Surety) (title and organization of signatory) By:. (signature of Attorney-in-Fact) Robert P. Dole, Attorney-in-Fact (printed name of Attorney-in-Fact) (attach corporate resolution showing current power of attomey) ^ (sign here) (print name here) (title and organization of slgn^ry) (Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.) (President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering that officer to bind the corporation.) APPROVED AS TO FORM: RONALD R. BALL City Attorney 9 Revised 00/11/12 Contract No. 6036 Page 35 of 104 Pages ALL-PURPOSE AeKNOWLEDGMENT State of Califomia County of iVrj^^ } SS. On DATE personally appeared , before me, , Notary Public, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/^re JUbscribed to the witoi instrument and acknowledge^ame that he/she/me^xecuted the same in his/hej/lj^r^thorized capacity(ies), and that by his/her/tlieir^ignature(s) on the instrument the person(s), orine entity upon behalf of which the person(s) acted, executed the instrument. ^1 MARIE Q. MALAGA CoiwiM.# 2000733 NOTARY PUBLIC-CALIFORNIA SAN DIEGO COUNTY MY COMM. ^^P'20|7 | 0) I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. ITNESS my hand and official seal. NOTARY'S SIGNATURE PLACE NOTARY SEAL IN ABOVE SPACE •^HH^ OPTIONAL INFORMATION The information below is optional. However, it may prove valuable and could prevent fraudulent attachment of this form to an unauthorized document. TITLE(S) CAPACITY CLAIMED BY SIGNER (PRINCIPAL) • INDIVIDUAL • CORPORATE OFFICER • PARTNER(S) • ATTORNEY-IN-FACT • TRUSTEE(S) • GUARDIAN/CONSERVATOR • OTHER: DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER (PRINCIPAL) IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) RIGHT THUMBPRINT OF SIGNER OTHER APA 1/2012 NOTARY BONDS, SUPPLIES AND FORMS AT HTTP://WWW.VALLEY-SIERRA.COM © 2005-2008 VALLEY-SIERRA INSURANCE POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 19725, IRVINE, CA 92623 (949) 263-3300 KNOW ALL BY THESE PRESENTS that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, do each hereby make, constitute and appoint: ***Robert P. Dole, Daniel P. Dole, John T. Dole, Nicki Edwards, Adam Dole, jointly or severally*** as their true and lawful Attomey(s)-in-Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporations, as sureties, bonds, undertakings and contracts of surety- ship giving and granting unto said Attorney(s)-in-Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, bul reserving to each of said corporations full power of substitution and revocation, and all of the acts of said Attorney(s)-in-Fact, pursuant to these presents, are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Boards of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, effective as of January 1st, 2008. RESOLVED, that a combination of any two of the Chairman of the Board, the President, Executive Vice-President, Senior Vice-President or any Vice President of the corporations be, and that each of them hereby is, authorized to execute this Power of Attomey, qualifying the attomey(s) named in the Power of Attomey to execute, on behalf of the corporations, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of either of the corporations be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporations when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective officers and attested by their respective Secretary or Assistant Secretary this January 1st, 2008. By: By: Daniel Young, Vice-President Stephen T Pate, Senior Vice-President State of Califomia County of Orange On January 31,2011 . before me,. Date personally appeared. i^i OCT. lo^\ 193 6 /^/ .^t* it Antonio Alvarado, Notary Public Here Insert Name and Title of the Officer Daniel Young and Stephen I Pate Name(s) of Signer(s) jAirj*M«*r..4lr..^.i.i^i«^.:i»n.^. !fl>»„-i*i iil*ir.i.iA. I j^l^^ ANTONIO ALVARADO ^St^^ (X>MM.« 1^0643 S "rCTARY PimX: GAOFOft^ OflANGECOUNTY g My Gonm esf^ Aug. 8, ^13 r Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instalment and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of Califomia that the foregoing paragraph is true and con-ect. WITNESS my hand and official seal. Signature __________ Antonio Alvarado, Notary Public CERTIFICATE The undersigned, as Secretary or Assistant Secretary of DEVELOPERS SURETY AND INDEMNITY COMPANY or INDEMNITY COMPANY OF CALIFORNIA, does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked and, furthennore, that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney are in force as of the date of this Certificate. This Certificate is executed in the City of Irvine, California, this i^Sdayof , ^Oi3 istant Secretary ID-1380(Rev.01/11) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of Califomia County of San Diego On May 23,2013 before me, Nicki Edwards, Notary Public, personally appeared Robert P. Dole, Commiitiofi f 2001737 Notary PuMc-CiUfoniii SanDitgeCoiwlir who proved to me on the basis of satisfactory evidence to be the persoi^^s^ whose name^ is/afe-subscribed to the within instrument and acknowledged to me that he/sh«/th«y executed the same in his/her/their authorized capacity(4e^ and that by his/her/their signatur^^s^ on the instrument the persojj^sjC or the entity upon behalf of which the person]^ acted, executed the instrument. I certify under the PENALTY OF PERJURY under the laws of the State of Califomia that the foregoing paragraph is tme and correct. WITNESS my hand and official seal. Signature of Notary Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER • INDIVIDUAL • CORPORATE OFFICER • PARTNER(S) • LIMITED lEl ATTORNEY-IN-FACT • TRUSTEE(S) • GUARDIAN/CONSERVATOR OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) Indemnity Company of Califomia DESCRIPTION OF ATTACHED DOCUMENT CA-ICW 24 (7/00) Bond no. 728092P Premium: $15,941.00 Prelum is for contract term and is subject to adjustment based on final contract price FAITHFUL PERFORMANCE/WARRANTY BOND WHEREAS, the City Council of the City of Carisbad, State of California, by Resolution No. 2013- 114, adopted May 14, 2013, has awarded to S & B Engineering, Inc., (hereinafter designated as the "Principal"), a Contract for: MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 in the City of Cartsbad, in strict confomnity with the contract, the drawings and specifications, and other Contract Documents now on file In the Office of the City Clerk of the City of Carisbad, ali of which are Incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute said Contract and the temis thereof require the furnishing of a bond for the faithful perfomiance and warranty of said Contract; NOW, THEREFORE, WE, S&B ENGINEERING, INC., as Principal, (hereinafter designated as the "Contractor'*), and Indemnity Comoanv of California ^ 9s Surety, are held firmly bound unto the City of Carisbad in the sum of Six Hundred Thirty Seven Thousand Six Hundred FHty Nine Dollars ($637,659), said sum being an amount equal to: One hundred percent (100%) ofthe total amount payable under the terms of the contract by the City of Carisbad, and for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors, or assigns. Jointly and severally, finnly by these presents. THE CONDITION OF THIS OBUGATION IS SUCH that if the above bounden Contractor, their heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements in the Contract and any alteration thereof made as therein provided on their part, to be kept and perfomned at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Carisbad, its officers, employees and agents, as therein stipulated, then this obligation shall become null and void; othenwise it shali remain in full force and effect. As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shali be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City In successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. Surety stipulates and agrees that no change, extension of fime, alterafion or addition to the temis of the Contract, or to the work to be performed there under or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby waive notice of any change, extension of time, alterafions or addition to the temns of the contract or to the work or to the specifications. ^ Revised 09/11/12 Contract No. §^ Page 36 of 104 Pages In the event that Contractor Is an individual, it is agreed that the death of any such Contractor shall not exonerate the Surety from its obligations under this bond. Executed by CONTRACTOR this. day of May , 20 13 . CONTRACTOR: S&B Engineering, Inc. (name of Contractor) (sign her^ (print name here) (Title arid drganizatlon of Signatory) Executed by SURETY this 23 day of May .20 13 SURETY: Indemnity Company of California (name of Surety) 17771 Cowan, Ste. 100, In/ine. CA 92614 (address of Surety) 619-52^-9686 ne number oj^^urety) By: ^ (sign here) (signature of Attorney-in-Fact) Robert P. Dole, Attorney-in-Fact (printed name of Attomey-in-Factf (Attach corporate resolution showing current power of attorney.) (print name here) (Title and Organizafion of signatwy) (Proper notarial acknowledgment of execution by CONTf^CTOR and SURETY must be attached.) (President or vice-president and secretary or assistant secretary must sign for corporations, if only one offkser signs, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering that officer to bind the corporation.) APPROVED AS TO FORM: RONALD R. BALL City Attomey By: AssisteitT)ity Attomey Revl^d 09/11/12 Contract No. Page 37 of 104 Pages PURPOSE ACKNOWLEDGMENT State of Califomia County of On v5l5i>h^ before me. ^ ss. , Notary Public, DATE personally appeared ^Z^y'Ojb ^^f'^ft ^ Jb<;llU^ fericl^g|l , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/a^~^bscribed to thejjjt^n instrument and acknowledge^iio me that he/she/!Ee^executedthe same in his/her/^^^ authorized capadty(ies), and that by his/heiyfHe^signature(s) on the instrument the person(s),S3rrihe entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and^fficial seal. MARIE Q. MALAGA COMM.* 2000733 ., DfEGo COUNTY Mr .COMM. EXP. JAW 7 ?ni7 0) 4 NOTARY'S SIGNATURE PLACE NOTARY SEAL IN ABOVE SPACE mm^^mmmmm OPTIONAL INFORMATION The information below is optional. However, it may prove valuable and could prevent fraudulent attachment of this form to an unauthorized document. TITLE(S) CAPACITY CLAIMED BY SIGNER (PRINCIPAL) • INDIVIDUAL • CORPORATE OFFICER • PARTNER(S) • ATTORNEY-IN-FACT • TRUSTEE(S) • GUARDIAN/CONSERVATOR • OTHER: DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT SIGNER (PRINCIPAL) IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) OTHER RIGHT THUMBPRINT OF SIGNER APA 1/201: NOTARY BONDS, SUPPLIES AND FORMS AT HTTP://WWW.VALLEY-SIERRA.COM © 2005-2008 VALLEY-SIERRA INSURANCE POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 19725, IRVINE, CA 92623 (949) 263-3300 KNOW ALL BY THESE PRESENTS that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, do each hereby make, constitute and appoint: ***Robert P. Dole, Daniel P. Dole, John T. Dole, Nicki Edwards, Adam Dole, jointly or severally*** as their true and lavirful Attomey(s)-in-Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporations, as sureties, bonds, undertakings and contracts of surety- ship giving and granting unto said Attorney(s)-in-Fact full power and authority to do and to perfomi every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, but reserving to each of said corporations full power of substitution and revocation, and all of the acts of said Attorney(s)-in-Fact, pursuant to these presents, are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Boards of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, effective as of January 1st, 2008. RESOLVED, that a combination of any two of the Chainnan of the Board, the President, Executive Vice-President, Senior Vice-President or any Vice President of the corporations be, and that each of them hereby is, authorized to execute this Power of Attomey, qualifying the attomey(s) named in the Power of Attomey to execute, on behalf of the corporations, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of either of the corporations be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attomey or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporations when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to wrhich it is attached, IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective officers and attested by their respective Secretary or Assislant Secretary this January 1st, 2008. By:. By: Daniel Young, Vice-President Stephen T Pate, Senior Vice-President State of Califomia County of Orange On January 31, 2011 . before me. i^i OCT. Z Ui I 10 1936 Antonio Alvarado, Notary Public Date Here Insert Name and Title of the Officer personally appeared. Daniel Young and Stephen T Pate Name(s) of Signer(s) #iii#fii,4n,i*i, *'iiiT'fT"*r '^"Tl'ir tiiii'f V'f*'""r* ANTONIO ALVARADO OOMM.« 1^0643 f NOtAflY PiBUC CALH)»«A § Mycomm.«qptrM Aug. 9.2013 a^ppspiifnfKqyKS^ Place Notary Seal Above who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instalment the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws ofthe State of Califomia that the foregoing paragraph is true and con-ect. WITNESS my hand and official seal. Signature Antonio Alvarado, Notary Public CERTIFICATE The undersigned, as Secretary or Assistant Secretary of DEVELOPERS SURETY AND INDEMNITY COMPANY or INDEMNITY COMPANY OF CALIFORNIA, does hereby certify that the foregoing Power of Attomey remains in fti.il force arid has not been revoked and, furthennore, that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attomey are in force as of the date of this Certificate. This Certificate is executed in the City of irvine, California, this day of 'T^V^t^ ^S> 13 istant Secretary ID-1380(Rev.01/11) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of Califomia County of San Diego On May 23,2013 before me, Nicki Edwards, Notary Public, personally appeared Robert P. Dole, who proved to me on the basis of satisfactory evidence to be the persoij^s)' whose name^ is/ap© subscribed to the within instmment and acknowledged to me that he/sfee/they-executed the same in his/ber/their authorized capacity^ies), and that by his/hef/thetr-signaturej^gf on the instrument the person^s^or the entity upon behalf of which the person^ acted, executed the instmment. I certify under the PENALTY OF PERJURY under the laws of the State of Califomia that the foregoing paragraph is tme and correct. NICKI EDWARDS Commission # 2009737 Notary Public - Caiifornti San Oiego Coufity My Comm. Expires MwJi WITNESS my hand and official seal. Signature of Notary Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER • INDIVIDUAL • CORPORATE OFFICER • PARTNER(S) • LIMITED lEI ATTORNEY-IN-FACT • TRUSTEE(S) • GUARDIAN/CONSERVATOR OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) Indemnity Company of Califomia DESCRIPTION OF ATTACHED DOCUMENT CA-ICW 24 (7/00) OPTIONAL ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION This Escrow Agreement is made and entered into by and between the City of Carisbad whose address is 1200 Carlsbad Village Drive, Carisbad, California, 92008, hereinafter called "City" and ^whose address is hereinafter called "Contractor" and. whose address is hereinafter called "Escrow Agent." For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as follows: 1. Pursuant to sections 22300 and 10263 of the Public Contract Code of the State of California, the Contractor has the option to deposit securities with the Escrow Agent as a substitute for retention earnings required to be withheld by the City pursuant to the Construction Contract entered into between the City and Contractor for MUTCD Street Name Sign Replacement Program CONTRACT NO. 6035 in the amount of dated (hereinafter referred to as the "Contract"). Alternatively, on written request of the Contractor, the City shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the City within 10 days of the deposit. The Escrow Agent shall maintain insurance to cover negligent acts and omissions of the Escrow Agent in connection with the handling of retentions under these sections in an amount not less than $100,000 per contract. The market value of the securities at the fime of the substitution shall be a least equal to the cash amount then required to be withheld as retention under the terms of the contract between the City and Contractor. Securities shall be held in the name of the City and shall designate the Contractor as the beneficial owner. 2. The City shall make progress payments to the Contractor for such funds which othenA/ise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above. 3. When the City makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until such time as the escrow created under this contract is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the City pays the Escrow Agent directly. 4. The Contractor shall be responsible for paying all fees for the expenses incurred by the Escrow Agent in administering the Escrow Account and all expenses of the City. These expenses and payment terms shall be detennined by the City, Contractor and Escrow Agent. 5. The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the City. Revised 09/11 /12 Contract No. 6035 Page 38 of 104 Pages 6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from City to the Escrow Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor. 7. The City shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the City of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the City. 8. Upon receipt of written notification from the City certifying that the Contract is final and complete and that the Contractor has complied with all requirements and procedures applicable to the Contract, the Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges. 9. The Escrow Agent shall rely on the written notifications from the City and the Contractor pursuant to sections (1) to (8), inclusive, of this agreement and the City and Contractor shall hold Escrow Agent harmless from Escrow Agent's release, conversion and disbursement of the securities and interest as set forth above. 10. The names of the persons who are authorized to give written notices or to receive written notice on behalf of the City and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows: For City: Title FINANCE DIRECTOR Name Signature For Contractor: Address 1635 Faradav Avenue. Carlsbad. CA 92008 Title Name For Escrow Agent: Signature Address _ Tifie Name Signature Address At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement. Revised 09/11/12 Contract No. 6035 Page 39 of 104 Pages IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above. For City: Title MAYOR Name Signature Address 1200 Carisbad Villaae Drive. Carisbad. CA 92008 For Contractor: Title Name Signature Address For Escrow Agent: Title Name Signature Address Revised 09/11/12 Contract No. 6035 Page 40 of 104 Pages GENERAL PROVISIONS FOR MUTCD Street Name Sign Replacement Program CONTRACT NO- 6035 CITY OF CARLSBAD BIDDERS ARE ADVISED THAT THIS SECTION REPLACES PART 1, GENERAL PROVISIONS, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 1 - TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS 1-1 TERMS - Unless otherwise stated, the words directed, required, permitted, ordered, instructed, designated, considered necessary, prescribed, approved, acceptable, satisfactory, or words of like meaning, refer to actions, expressions, and prerogatives of the Engineer. 1-1.1 Reference to Drawings. Where words "shown", "indicated", "detailed", "noted", "scheduled", or words of similar import are used, it shall be understood that reference is made to the plans accompanying these provisions, unless stated otherwise. 1-1.2 Directions. Where words "directed", "designated", "selected", or words of similar import are used, it shall be understood that the direction, designation or selection of the Engineer is intended, unless stated othenA/ise. The word "required" and words of similar import shall be understood to mean "as required to properly complete the work as required and as approved by the Engineer," unless stated othenA/ise. 1-1.3 Equals and Approvals. Where the words "equal", "approved equal", "equivalent", and such words of similar import are used, it shall be understood such words are followed by the expression "in the opinion of the Engineer", unless othenA/ise stated. Where the words "approved", "approval", "acceptance", or words of similar import are used, it shall be understood that the approval, acceptance, or similar import of the Engineer is intended. 1-1.4 Perform. The word "perform" shall be understood to mean that the Contractor, at its expense, shall perfonn all operations, labor, tools and equipment, and further, including the furnishing and installing of materials that are indicated, specified or required to mean that the Contractor, at its expense, shall furnish and install the work, complete in place and ready to use, including furnishing of necessary labor, materials, tools, equipment, and transportation. V Revised 9/11 /12 Contract No. 6035 Page 41 of 104 1-2 Definitions. The following words, or groups of words, shall be exclusively defined by the definitions assigned to them herein. Addendum - Written or graphic instrument issued prior to the opening of Bids which clarifies, corrects, or changes the bidding or Contract Documents. The term Addendum shall include bulletins and all other types of written notices issued to potential bidders prior to opening of Bids. Agency - The City of Carisbad, California. Agreement - See Contract. Assessment Act Contract - A Contract financed by special assessments authorized under a State Act or procedural ordinance of a City or County. Base - A layer of specified material of planned thickness placed immediately below the pavement or surfacing. Bid - The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work. Bidder - Any individual, firm, partnership, corporation, or combination thereof, submitting a Bid for the Work, acting directly or through a duly authorized representative. Board - The officer or body constituting the awarding authority of the Agency, which is the City Council for the City of Carisbad or the Board of Directors of Carlsbad Municipal Water District. Bond - Bid, performance, and payment bond or other instrument of security. City Council - the City Council of the City of Carisbad. City Manager - the City Manager of the City of Carisbad or his/her approved representative. Cash Contract - A Contract financed by means other than special assessments. Change Order - A written order to the Contractor signed by the Agency directing an addition, deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract time issued after the effective date of the Contract. A Change Order may or may not also be signed by the Contractor. Code - The terms Government Code, Labor Code, etc., refer to codes of the State of California. Construction Manager - the Project Inspector's immediate supervisor and first level of appeal for infonnal dispute resolution. Contract - The written agreement between the Agency and the Contractor covering the Work. Contract Documents - Including but not limited to; the Contract, any Addendum (which pertain to the contract documents). Notice Inviting Bids, Instructions to Bidders; Bid (including documentation accompanying the Bid and any post-bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Contract, the Bonds, the General Revised 9/11/12 Contract No. 6035 Page 42 of 104 Provisions, permits from other agencies, the Technical Specifications, the Supplemental Provisions, the Plans, Standard Plans, Standard Specifications, Reference Specifications, and all Modifications issued after the execution of the Contract. Contractor - The individual, partnership, corporation, joint venture, or other legal entity having a Contract with the Agency to perform the Work. In the case of work being done under permit issued by the Agency, the permittee shall be constructed to be the Contractor. The term "prime contractor" shall mean Contractor. Contract Price - The total amount of money for which the Contract is awarded. Contract Unit Price - The amount stated in the Bid for a single unit of an item of work. County Sealer - The Sealer of Weights and Measures of the county in which the Contract is let. Days - Days shall mean consecutive calendar's days unless othenA/ise specified. Deputy City Engineer, Construction Management & Inspection - The Construction Manager's immediate supervisor and second level of appeal for informal dispute resolution. Dispute Board - Persons designated by the City Manager of the City of Carisbad or Executive Manager of the Carlsbad Municipal Water District, to hear and advise the City Manager on claims submitted by the Contractor. The City Manager for the City of Carlsbad or the Executive Manager for the Carisbad Municipal Water District is the last appeal level for infonnal dispute resolution. Electrolier - Street light assembly complete, including foundation, standard, luminaire arm, luminaire, etc. Engineer - The City Engineer of the City of Carisbad or his/her approved representative. The Engineer is the third level of appeal for informal dispute resolution. Geotextile - Synthetic fiber used in civil engineering applications, sen/ing the primary functions of separation and filtration. House Connection Sewer - A sewer, within a public street or right-of-way, proposed to connect any parcel, lot, or part of a lot with a mainline sewer. House Sewer - A sewer, wholly within private property, proposed to connect any building to a house connection sewer. Luminaire - The lamp housing including the optical and socket assemblies (and ballast if so specified). Luminaire Arm - The structural member, bracket, or mast arm, which, mounted on the standard, supports the luminaire. Minor Bid Item - A single contract item constitufing less than 10 percent (10%) of the original Contract Price bid. Modification - Includes Change Orders and Supplemental Agreements. A Modification may only be used after the effective date of the Contract. Revised 9/11/12 Contract No. 6035 Page 43 of 104 Notice of Award - The written notice by the Agency to the successful Bidder stating that upon compliance by it with the required conditions, the Agency will execute the Contract. Notice to Proceed - A written notice given by the Agency to the Contractor fixing the date on which the Contract time will start. Own Organization - When used in Section 2-3.1 - Employees of the Contractor who are hired, directed, supervised and paid by the Contractor to accomplish the completion of the Work. Further, such employees have their employment taxes. State disability Insurance payments. State and Federal income taxes paid and administered, as applicable, by the Contractor. When used in Section 2-3.1 "own organization" means construction equipment that the Contractor owns or leases and uses to accomplish the Work. Equipment that is owner operated or leased equipment with an operator is not part of the Contractor's Own Organization and will not be included for the purpose of compliance with Section 2-3.1. Person - Any individual, firm, association, partnership, corporation, trust, joint venture, or other legal entity. Plans - The drawings, profiles, cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions, or details of the Work. Private Contract - Work subject to Agency inspection, control, and approval, involving private funds, not administered by the Agency. Project Inspector - The Engineer's designated representative for inspection, contract administrafion and first level for informal dispute resolution. Proposal - See Bid. Reference Specifications - Those bulletins, standards, rules, methods of analysis or test, codes, and specifications of other agencies, engineering societies, or industrial associations referred to In the Contract Documents. These refer to the latest edition, including amendments in effect and published at the time of advertising the project or issuing the permit, unless specifically referred to by edition, volume, or date. Roadway - The portion of a street reserved for vehicular use. Service Connection - Sen/Ice connections are all or any portion of the conduit, cable, or duct, including meter, between a ufility distribution line and an individual consumer. Sewer - Any conduit intended for the reception and transfer of sewage and fluid industrial waste. Specifications - General Provisions, Standard Specifications, Technical Specifications, Reference Specifications, Supplemental Provisions, and specifications in Supplemental Agreements between the Contractor and the Board. Standard - The shaft or pole used to support street lighting luminaire, traffic signal heads, mast arms, etc. Revised 9/11 /12 Contract No. 6035 Page 44 of 104 Standard Plans - Details of standard structures, devices, or instructions referred to on the Plans or in Specifications by title or number. Standard Specifications - The Standard Specifications for Public Works Construction (SSPWC), the "Greenbook". State - State of California. Storm Drain - Any conduit and appurtenances intended for the reception and transfer of storm water. Street - Any road, highway, parkway, freeway, alley, walk, or way. Subbase - A layer of specified material of planned thickness between a base and the subgrade. Subcontractor - An individual, fimn, or corporation having a direct contract with the Contractor or with any other Subcontractor for the performance of a part of the Work. Subgrade - For roadways, that portion of the roadbed on which pavement, surfacing, base, subbase, or a layer of other material is placed. For structures, the soil prepared to support a structure. Supervision - Supervision, where used to indicate supervision by the Engineer, shall mean the performance of obligations, and the exercise of rights, specifically imposed upon and granted to the Agency in becoming a party to the Contract. Except as specifically stated herein, supen/ision by the Agency shall not mean active and direct superintendence of details of the Work. Supplemental Agreement - A written amendment of the Contract Documents signed by both parties. Supplemental Provisions - Additions and revisions to the Standard Specifications setting forth conditions and requirements peculiar to the work. Surety - Any individual, firm, or corporation, bound with and for the Contractor for the acceptable performance, execution, and completion of the Work, and for the satisfaction of all obligations incurred. Tonne - Also referred to as "metric ton". Represents a unit of measure in the International System of Units equal to 1,000 kilograms. Utility - Tracks, overhead or underground wires, pipeline, conduits, ducts, or structures, sewers, or storm drains owned, operated, or maintained in or across a public right of way or private easement Work - That which is proposed to be constructed or done under the Contract or permit, including the furnishing of all labor, materials, equipment, and sen/ices. V Revised 9/11/12 Contract No. 6035 Page 45 of 104 1-3 ABBREVIATIONS 1-3.1 General. The abbreviation herein, together with others in general use, are applicable to these Standard Specifications and to project Plans or other Contract Documents. All abbreviations and symbols used on Plans for structural steel construction shall conform to those given by the "Manual of Steel Construction" published by the American Institute of Steel Construction, Inc. 1-3.2 Common Usage Abbreviation Word or Words ABAN Abandon ABAND Abandoned ABS Acryionitrile - butadiene - styrene AC Asphalt Concrete ACP Asbestos cement pipe ACWS Asphalt concrete wearing surface ALT Alternate APTS Apartment and Apartments AMER STD American Standard AWG American Wire Gage (nonferrous wire) BC Beginning of curve BCR Beginning of curb return BDRY Boundary BP Bottom of footing BLDG Building and Buildings BM Bench mark BVC Beginning of vertical cun/e B/W Bacl<of wall C/C Center to center CAB Crushed aggregate base CAL/OSHA California Occupational Safety and Health Administration CalTrans California Department of Transportation CAP Corrugated aluminum pipe CB Catch Basin Cb Curb CBP Catch Basin Connection Pipe CBR ...Califomia Bearing Ratio CCR Califomia Code of Regulations CCTV Closed Circuit TV CES Carlsbad Engineering Standards CF Curb face CF Cubic foot C&G Curb and gutter CFR Code of Federal Regulations CFS Cubic Feet per Second CIP Cast iron pipe CIPP Cast-in place pipe CL Clearance, center line CLF Chain link fence CMB Crushed miscellaneous base CMC Cement mortar-coated CML Cement mortar-lined CMWD Carlsbad Municipal Water District CO Cleanout (Sewer) COL Column COMM Commercial CONC Concrete CONN Connection CONST Construct, Construction COORD Coordinate CSP Corrugated steel pipe CSD Carlsbad Standard Drawings CTB Cement treated base CV Check valve CY Cubic yard D Load of pipe dB Decibels DBL Double DF Douglas fir DIA Diameter DIP Ductile iron pipe DL Dead load DR Dimension Ratio DT Drain Tile DWG Drawing DWY Driveway DWY APPR Driveway approach E .Electric EA Each EC End of cun^e ECR End of curt) retum EF Each face EG Edge of gutter EGL Energy grade line El Elevation ELC Electrolier lighting conduit ELT Extra long ton ENGR Engineer, Engineering EP Edge of pavement ESMT Easement ETB Emulsion-treated base EVC End of vertical curb EWA Encina Wastewater Authority EXC Excavation EXP JT Expansion joint EXST Existing F Fahrenheit F&C Frame and cover F&l Furnish and install FAB Fabricate FAS Flashing arrow sign FD Floor drain FDN Foundation Revised 9/11/12 Contract No. 6035 Page 46 of 104 FED SPEC Federal Specification FG Finished grade w FH Fire hydrant FL Flow line FS Finished surface FT-LB Foot-pound FTG Footing FW Face of wall G Gas GA Gauge GAL Gallon and Gallons GALV Galvanized GAR Garage and Garages GIP Galvanized iron pipe GL Ground line or grade line GM Gas meter GNV Ground Not Visible GP Guy pole GPM gallons per minute GR Grade GRTG Grating GSP Galvanized steel pipe H High or height HB Hose bib HC House connection HDWL Headwall HGL Hydraulic grade line HORIZ Horizontal HP Horsepower HPG High pressure gas HPS High pressure sodium (Light) HYDR Hydraulic IE Invert Elevation ID Inside diameter INCL Including INSP Inspection INV Invert IP Iron pipe JC Junction chamber JOT Junction JS Junction structure JT Joint L Length LAB Laboratory LAT Lateral LB Pound LD Local depression LF Linear foot LH Lamp hole LL Live load LOL Layout line LONG Longitudinal LP Lamp post LPS Low pressure sodium (Light) LS Lump sum LTS Lime treated soil LWD Leucadia Wastewater District MAINT Maintenance MAX Maximum MCR Middle of curt) return MEAS Measure MH Manhole, maintenance hole MIL SPEC Military specification "'*mm0>' MISC Miscellaneous MOD Modified, modify MON Monument MSL..Mean Sea Level (Reg. Standard Drawing M-12) MTBM Microtunneling Boring Machine MULT Multiple MUTCD Manual on Uniform Traffic Control Devices MVL Mercury vapor light NCTD North County Transit District NRCP Nonreinforced concrete pipe OBS Obsolete OC On center OD Outside diameter OE Outer edge OHE Overhead Electric OMWD Olivenhain Municipal Water District OPP Opposite ORIG Original PB Pullbox PC Point of curvature PCC Portland cement concrete or point of compound curvature PCVC Point of compound vertical curve PE Polyethylene PI Point of intersection PL Property line PMB Processed miscellaneous base POC Point on curve POT Point on tangent PP Power pole PRC Point of reverse curve PRVC Point of reverse vertical curve PSI Pounds per square inch PT Point of tangency PVC Polyvinyl chloride PVMT Pavement PVT R/W Private right-of-way Q Rate of flow in cubic feet per second QUAD Quadrangle, Quadrant R Radius R&O.... Rock and oil R/W Right-of-way RA Recycling agent RAC Recycled asphalt concrete RAP Reclaimed asphalt pavement RBAC Rubberized asphalt concrete RC Reinforced concrete RCB Reinforced concrete box RCE Registered civil engineer RCP... Reinforced concrete pipe RCV Remote control valve REF Reference REINF Reinforced or reinforcement RES Reservoir RGE Registered geotechnical engineer ROW Right-of-Way RR Railroad RSE Registered structural engineer RTE Registered traffic engineer S Sewer or Slope, as applicable SCCP Steel cylinder concrete pipe SD Storm drain SDNR San Diego Northern Railway SDR Standard thermoplastic pipe dimension ratio (ratio of pipe O.D. to minimum wall thickness) SDRSD San Diego Regional Standard Drawings V Revised 9/11/12 Contract No. 6035 Page 47 of 104 SE Sand Equivalent SEC Section SF Square foot SFM Sewer Force Main SI International System of Units (Metric) SPEC Specifications SPPWC Standard Plans for Public Works Construction SSPWC Standard Specifications for Public Worlds Construction ST HWY State highway STA Station STD Standard STR Straight STR GR Straight grade STRUC Structural/Structure SW Sidewalk SWD Sidewalk drain SY Square yard T Telephone TAN Tangent TC Top of curb TEL Telephone TF Top of footing 1-3.3 Institutions. TOPO Topography TR Tract TRANS Transition TS Traffic signal or transition structure TSC Traffic signal conduit TSS Traffic signal standard TW Top of wall TYP Typical UE Underground Electric USA Underground Sen/ice Alert VAR Varies, Variable VB.... Valve box VC Vertical curve VCP Vitrified clay pipe VERT Vertical VOL Volume VWD Valiecitos Water District W Water, Wider or Width, as applicable WATCH Wori< Area Traffic Control Handbook Wl Wrought iron WM Water meter WPJ Weakened plane joint XCONN Cross connection XSEC Cross section Abbreviation Word or Words AASHTO American Association of State Highway and Transportation Officials AISC American Institute of Steel Construction ANSI American National Standards Institute API American Petroleum Institute AREA American Railway Engineering Association ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWS American Welding Society AWWA American Water Works Association FHWA Federal Highway Administration GRI Geosynthetic Research Institute NEMA National Electrical Manufacturers Association NOAA Nafional Oceanic and Atmospheric Administration (Dept. of Commerce) UL UndenA/riters' Laboratories Inc. USGS United States Geological Survey 1-4 UNITS OF MEASURE. 1-4.1 General. U.S. Standard Measures, also called U.S. Customary System, are the principal measurement system in these specifications. However, certain material specifications and test requirements contained herein use SI units specifically and conversions to U.S. Standard Measures may or may not have been included in these circumstances. When U.S. Standard Measures are not included in parenthesis, then the SI units shall control. S.I. units and U.S. Standard Measures in parenthesis may or may not be exactly equivalent. Reference is also made to ASTM E 380 for definitions of various units of the SI system and a more extensive set of conversion factors. Revised 9/11/12 Contract No. 6035 Page 48 of 104 1-4.2 Units of Measure and Their Abbreviations. U.S. Customary Unit (Equal To) SI Unit (AbbreviatlorisT (Abbreviations) 1 mil (=0.001 in) 25.4 micrometer (|im) 1 inch (in) 25.4 millimeter (mm) 1 inch (in) 2.54 centimeter (cm) 1 foot (ft) 0.3048 meter (m) 1 yard (yd) 0.9144 meter (m) 1 mile (mi) 1.6093 kilometer (km) 1 square foot (ff),. 0.0929 square meter (m^) 1 cubic yard (yd^j 0.7646 cubic meter (m^l 1 square yardYyd^) 0.8361 square meter (m 1 cubic foot (ft^ 0.0283 cubic meter (mf 1 acre 0.4047 hectare (ha) 1 U.S. gallon (gal) 3.7854 Liter (L) 1 fluid ounce (fl. oz.) 29.5735 millileter (mL) 1 pound mass (Ib) (avoirdupois) 0.4536 kilogram (ko) 1 ounce mass (oz) 0.02835kilogram (kg) 1 Ton (=2000 Ib avoirdupois) 0.9072 Tonne (= 907 kg) 1 Poise 0.1 pascal second (Pa s) 1 centistoke (cs) 1 square millimeters per second (mm /s) 1 pound force (Ibf) 4.4482 Newton (N) 1 pounds per square inch (psi) 6.8948 Kilopascal (kPa) 1 pound force per foot (Ibf/ft) 1.4594 Newton per meter (N/m) 1 foot-pound force (ft-lbf) 1.3558 Joules (J) 1 foot-pound force per second ([ft-lbf]/s) 1.3558 Watt (W) 1 part per million (ppm) 1 milligram/liter (mg/L) Temperature Units and Abbreviations Degree Fahrenheit (T): Degree Celsius (°C): <'F = (1.8 X °C) + 32 °C = r F - 32)/1.8 1 Ampere (A) 1 Volt (V) 1 Candela (cd) 1 Lumen (Im) 1 second (s) SI Units (abbreviation) Commonly Used In Both Systems kilo (k) Common Metric Prefixes 10' centi (c) 10 3) mini (m) 10 micro ((i) 10 g nano (n) 10^ pico (p) 10 1-5 SYMBOLS A Z / o PL CL SL Delta, the central angle or angle between tangents Angle Percent Feet or minutes Inches or seconds Number Der or (between words) Degree Property line Centeriine Survey line or station line Revised 9/11/12 Contract No. 6035 Page 49 of 104 SECTION 2 - SCOPE AND CONTROL OF WORK 2-1 AWARD AND EXECUTION OF CONTRACT. Award and execution of Contract will be as provided for in the Specifications, Instruction to Bidders, or Notice Inviting Bids. 2-2 ASSIGNMENT. No Contract or portion thereof may be assigned without consent of the Board, except that the Contractor may assign money due or which will accrue to it under the Contract. If given written notice, such assignment will be recognized by the Board to the extent permitted by law. Any assignment of money shall be subject to all proper withholdings in favor of the Agency and to all deductions provided for in the Contract. All money withheld, whether assigned or not, shall be subject to being used by the Agency for completion of the Work, should the Contractor be in default. 2-3 SUBCONTRACTS. 2-3.1 General. Each Bidder shall comply with the Chapter of the Public Contract Code including Sections 4100 through 4113. The following excerpts or summaries of some of the requirements of this Chapter are included below for information: The Bidder shall set forth in the Bid, as provided in 4104: "(a) The name and location of the place of business of each subcontractor who will perform work or labor or render sen/ice to the prime contractor in or about the construction of the work or improvements, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor's total bid, or, in the case of bids Or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the prime contractor's total bid or ten thousand dollars ($10,000), whichever is greater." "(b) The portion of the work which will be done by each such subcontractor under this act. The prime contractor shali list only one subcontractor for each such portion as is defined by the prime contractor in his bid." If the Contractor fails to specify a Subcontractor, or specifies more than one Subcontractor for the same portion of the work to be performed under the Contract (in excess of one-half of 1 percent of the Contractor's total Bid), the Contractor shall be qualified to perform that portion itself, and shall perform that portion itself, except as othenA/ise provided in the Code. As provided in Section 4107, no Contractor whose Bid is accepted shall substitute any person as Subcontractor in place of the Subcontractor listed in the original Bid, except for causes and by procedures established in Section 4107.5. This section provides procedures to correct a clerical error in the listing of a Subcontractor. Section 4110 provides that a Contractor violating any of the provisions of the Chapter violates the Contract and the Board may exercise the option either to cancel the Contract or assess the Revised 9/11/12 Contract No. 6035 Page 50 of 104 Contractor a penalty in an amount of not more than 10 percent of the subcontract involved, after a public hearing. Should the Contractor fail to adhere to the provisions requiring the Contractor to complete 50 percent of the contract price with its own organization, the Agency may at its sole discretion elect to cancel the contract or deduct an amount equal to 10 percent of the value of the work performed in excess of 50 percent of the contract price by other than the Contractor's own organization. The Board shall be the sole body for determination of a violation of these provisions. In any proceedings under this section, the prime contractor shall be entified to a public hearing before the Board and shall be notified ten (10) days in advance of the time and locafion of said hearing. The determination of the City Council shall be final. 2-3.2 Additional Responsibility. The Contractor shall give personal attention to the fulfillment of the Contract and shall keep the Work under its control. The Contractor shall perform, with its own organization. Contract work amounting to at least 50 percent of the Contract Price except that any designated "Specialty Items" may be performed by subcontract, and the amount of any such "Specialty Items" so performed may be deducted from the Contract Price before computing the amount required to be perfomried by the Contractor with its own organization. "Specialty Items" will be identified by the Agency in the Bid or Proposal. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated percentage of the Contract Unit Price. This will be determined from information submitted by the Contractor, and subject to approval by the Engineer. Before the work of any Subcontractor Is started, the Contractor shall submit to the Engineer for approval a written statement showing the work to be subcontracted giving the name and business of each Subcontractor and description and value of each portion of the work to be so subcontracted. 2-3.3 Status of Subcontractors. Subcontractors shall be considered employees of the Contractor, and the Contractor shall be responsible for their work. 2-4 CONTRACT BONDS. Before execution of the Contract, the Bidder shall file surety bonds with the Agency to be approved by the Board in the amounts and for the purposes noted below. Bonds issued by a surety, who is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract shall be deemed to be approved unless specifically rejected by the Agency. Bonds from ali other sureties shall be accompanied by all of the documents enumerated in Code of Civil Procedure 995.660 (a). The Bidder shall pay all bond premiums, costs, and incidentals. Each bond shall incorporate, by reference, the Contract and be signed by both the Bidder and Surety and the signature of the authorized agent of the Surety shall be notarized. The Contractor shall provide a faithful performance/warranty bond and payment bond (labor and materials bond) for this contract. The faithful performance/warranty bond shall be in a sum not less than one hundred percent of the total amount payable by the terms of this contract. The Contractor shall provide bonds to secure payment of laborers and materials suppliers in a sum not less than one hundred percent of the total amount payable by the terms of this contract. Revised 9/11/12 Contract No. 6035 Page 51 of 104 Both bonds shall extend in full force and effect and be retained by the Agency during this project until they are released according to the provisions of this section. The faithful performance/warranty bond will be reduced to 25 percent of the original amount 30 days after recordation of the Notice of Completion and will remain in full force and effect for the one year warranty period and until all warranty repairs are completed to the satisfaction of the Engineer. The bonds to secure payment of laborers and materials suppliers shall be released six months plus 30 days after recordation of the Notice of Completion if all claims have been paid. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their llabilifies in an amount equal to or in excess of the amount of the bond. The bonds are to contain the following documents: 1) An original, or a certified copy, of the un-revoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of the insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the execution of the bond. The financial statement shall be made by an officer's certificate as defined in Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement may be verified by the oath of the principal officer or manager residing within the United States. Should any bond become insufficient, the Contractor shall renew the bond within 10 days after receiving notice from the Agency. ^ Should any Surety at any time be unsatisfactory to the Board, notice will be given the Contractor to that effect. No further payments shall be deemed due or will be made under the contract until a new Surety shall qualify and be accepted by the Board. Changes in the Work or extensions of time, made pursuant to the Contract, shall in no way release the Contractor or Surety from its obligations. Notice of such changes or extensions shall be waived by the Surety. 2-5 PLANS AND SPECIFICATIONS. 2-5.1 General. The Contractor shall keep at the Work site a copy of the Plans and Specifications, to which the Engineer shall have access at all times. The specifications for the work include the General Provisions, project technical specifications, Carisbad Engineering Standards (CES), Standard Specifications for Public Works Construction, (SSPWC), Part 2 & 3, and the latest supplements thereto, current edition at the time of bid opening as published by the "Greenbook" Committee of Public Works Standards, Inc., hereinafter designated "SSPWC", as amended. The standard drawings used for this project are the latest edition of the San Diego Area Regional Standard Drawings, hereinafter designated SDRSD, as issued by the San Diego County Department of Public Works, together with the most recent editions of the City of Carisbad Engineering Standards and Carlsbad Standarcl Drawings, as issued by the City of Revised 9/11/12 Contract No. 6035 Page 52 of 104 Carisbad and the Carlsbad Municipal Water District, hereinafter designated as CES and CSD, respectively, and the most recent edition of the California Manual on Uniform Traffic Control Devices (MUTCD). Copies of some of the pertinent standard drawings are enclosed as an appendix to these General Provisions. The Plans, Specifications, and other Contract Documents shall govern the Work. The Contract Documents are intended to be complementary and cooperative. Anything specified In the Specifications and not shown on the Plans, or shown on the Plans and not specified in the Specifications, shall be as though shown on or specified in both. The Plans shall be supplemented by such working drawings and shop drawings as are necessary to adequately control the Work. The Contractor shall ascertain the existence of any conditions affecting the cost of the Work through a reasonable examination of the Work site prior to submitting the Bid. Existing improvements visible at the Work site, for which no specific disposition is made on the Plans, but which interfere with the completion of the Work, shall be removed and disposed of by the Contractor. The Contractor shall, upon discovering any error or omission in the Plans or Specifications, immediately call it to the attenfion of the Engineer. 2-5.2 Precedence of Contract Documents. If there is a conflict between Contract Documents, the document highest in precedence shall control. The precedence shall be the most recent edition of the following documents listed in order of highest to lowest precedence: 1) Permits from other agencies as may be required by law. 2) Change orders, whichever occurs last. 3) Technical Specifications 4) Contract addenda, whichever occurs last. 5) Contract 6) Carisbad General Provisions and Supplemental Provisions. 7) Standards plans. a) California Manual on Unifomn Traffic Control Devices (CA MUTCD). b) City of Carisbad Standard Drawings. c) City of Carisbad modifications to the San Diego Area Regional Standard Drawings. d) San Diego Area Regional Standard Drawings. e) Traffic Signal Design Guidelines and Standards. f) State of California Department of Transportation Standard Plans. g) State of California Department of Transportation Standard Specifications. 8) Standard Specifications for Public Works Construction, as amended. 9) Reference Specifications. 10) Manufacturer's Installation Recommendations Detail drawings shall take precedence over general drawings. Change Orders, Supplemental Agreements and approved revisions to Plans and Specifications will take precedence over items 2) through 9) above. Detailed plans and plan views shall have precedence over general plans. Revised 9/11 /12 Contract No. 6035 Page 53 of 104 V 2-5.3 Submittals. 2-5.3.1 General. Submittals shall be provided, at the Contractor's expense, as required in 2-5.3.2, 2-5.3.3 and 2-5.3.4, when required by the Plans or Special Provisions, or when requested by the Engineer. Upon completing the design of the street name signs, a detailed and dimensioned print of each sign shall be submitted to the Engineer for review and approval. At least one production sign shall be submitted for review and approval prior to commencing manufacturing of all new street name signs. Materials shall neither be furnished nor fabricated, nor shall any work for which submittals are required by perfonoed, before the required submittals have been reviewed and accepted by the Engineer. Neither review nor acceptance of submittals by the Engineer shall relieve the Contractor from responsibility for errors, omissions, or deviations from the Contract Documents, unless such deviations were specifically called to the attention of the Engineer in the letter of transmittal. The Contractor shall be responsible for the correctness of the submittals. The Contractor shall allow a minimum of 20 working days for review of submittals unless OthenA/ise specified in the Special Provisions. Each submittal shall be accompanied by a letter of transmittal. Each submittal shall be consecutively numbered. Resubmittals shall be labeled with the number of the original submittal followed by an ascending alphabetical designation (e.g. The label '4-C' would indicate the third instance that the fourth submittal had been given to the Engineer). Each sheet of each submittal shall be consecutively numbered. Each set of shop drawings and submittals shall be accompanied by a letter of transmittal on the Contractor's letterhead. The Letter of Transmittal shall contain the following: 1) Project title and Agency contract number. 2) Number of complete sets. 3) Contractor's certification statement. 4) Specification section number(s) pertaining to material submitted for review. 5) Submittal number (Submittal numbers shall be consecutive including subsequent submittals for the same materials.) 6) Description of the contents of the submittal. 7) Identificafion of deviations from the contract documents. When submitted for the Engineer's review. Shop Drawings shall bear the Contractor's certification that the Contractor has reviewed, checked, and approved the Shop Drawings and that they are In confonnance with the requirements of the Contract Documents. The Contractor shall subscribe to and shall place the following certification on all submittals: "I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed to be incorporated into this Project, is in compliance with the Contract Documents, can be installed in the allocated spaces, and is submitted for approval." By: Title: Date: Company Name: Revised 9/11/12 Contract No. 6035 Page 54 of 104 2-5.3.2 Working Drawings. Working drawings are drawings showing details not shown on the Plans which are required to be designed by the Contractor. Working drawings shall be of a size and scale to clearly show ali necessary details. Six copies and one reproducible shall be submitted. If no revisions are required, three of the copies will be returned to the Contractor. If revisions are required, the Engineer will return one copy along with the reproducible for resubmission. Upon acceptance, the Engineer will return two of the copies to the Contractor and retain the remaining copies and the reproducible. Working drawings are required in the following sections: ^ TABLE 2-5.3.2 (A) 1 7-10.4.1 Safety Orders Trench Shoring 2 207-2.5 Joints Reinforced Concrete Pipe 3 207-8.4 Joints Vitrifled Clay Pipe 4 207-10.2.1 General Fabricated Steel Pipe 5 300-3.2 Cofferdams Structure Excavation & Backfill 6 303-1.6.1 General Falsework 7 303-1.7.1 General Placing Reinforcement 8 303-3.1 General Prestressed Concrete Construction 9 304-1.1.1 Shop Drawings Structural Steel 10 304-1.1.2 Falsework Plans Structural Steel 11 304-2.1 General Metal Hand Railings 12 306-2.1 General Jacking Operations 13 306-3.1 General Tunneling Operations 14 306-3.4 Tunnel Supports Tunneling Operations 15 306-6 Remodeling Existing Sewer Facilities Polyethylene Liner Installation 16 306-8 Microtunneling Microtunneling Operations 17 307-4.3 Controller Cabinet Wiring Diagrams Traffic Signal Construcfion Working drawings listed above as Items 5, 6, 8, 9,10, 12, 13,14 and 16 shall be prepared by a Civil or Structural Engineer registered by the State of California. 2-5.3.3 Shop Drawings. Shop drawings are drawings showing details of manufactured or assembled products proposed to be incorporated into the Work. Shop drawings required shall be as specified in the Special Provisions. 2-5.3.4 Supporting Information. Supporting infonnation is infonnation required by the Specifications for the purposes of administration of the Contract, analysis for verification of confonnance with the Specifications, the operation and maintenance of a manufactured product or system to be constructed as part of the Work, and other infonnation as may be required by the Engineer. Six copies of the supporting infonnation shall be submitted to the Engineer prior to the start of the Work unless othenA/ise specified in the Special Provisions or directed by the Engineer. Supporting information for systems shall be bound together and include all manufactured items for the system. If resubmittal is not required, three copies will be returned to the Contractor. Supporting information shall consist of the following and is required unless OthenA/ise specified in the Special Provisions: 1) List of Subcontractors per 2-3.2. 2) List of Materials per 4-1.4. 3) Certifications per 4-1.5. 4) Construcfion Schedule per 6-1. Revised 9/11/12 Contract No. 6035 Page 55 of 104 5) Confined Space Entry Program per 7-10.4.4. 6) Concrete mix designs per 201 -1.1. 7) Asphalt concrete mix designs per 203-6.1. 8) Data, including, but not limited to, catalog sheets, manufacturer's brochures, technical bulletins, specifications, diagrams, product samples, and other infonnation necessary to describe a system, product or item. This information is required for Irrigation systems, street lighting systems, and traffic signals, and may also be required for any product, manufactured item, or system. 2-5.4 Record Drawings. The Contractor shall maintain record of sign installation dates, sign dimensions, and related requested information in accordance with the project specifications. 2-6 Work To Be Done. The Contractor shall perform all work necessary to complete the Contract in a satisfactory manner. Unless othenA/ise provided, the Contractor shall furnish all materials, equipment, tools, labor, and incidentals necessary to complete the Work. 2-7 Subsurface Data. Subsurface exploration shall be done by Bidders or the Contractor at their own expense. 2-8 RIGHT-OF-WAY. Rights-of-way, easements, or rights-of-entry for the Work will be provided by the Agency. Unless othenA/ise provided, the Contractor shall make arrangements, pay for, and assume all responsibility for acquiring, using, and disposing of additional work areas and facilities temporarily required. The Contractor shall indemnify and hold the Agency harmless from all claims for damages caused by such actions. 2-9 Authority of Board or Engineer. The Board has the final authority In all matters affecting the Work. Within the scope of the Contract, the Engineer has the authority to enforce compliance with the Plans and Specifications. The Contractor shall promptly comply with instructions from the Engineer or an authorized representative. The decision of the Engineer is final and binding on ali questions relating to: quantifies; acceptability of material, equipment, or work; execution, progress or sequence of work; and interpretation of the Plans, Specifications, or other drawings. This shall be precedent to any payment under the Contract, unless othenA/ise ordered by the Board. 2-9.1 Availability of Records, The Contractor shall, at no charge to the Agency, provide copies of all records In the Contractor's or subcontractor's possession pertaining to the work that the Engineer may request. 2-9.2 Audit And Inspection, Contractor agrees to maintain and/or make available, to the Engineer, within San Diego County, accurate books and accounting records relative to all its activities and to contractually require ail subcontractors to this Contract to do the same. The Engineer shall have the right to monitor, assess, and evaluate Contractor's and Its subcontractors performance pursuant to this Agreement, said monitoring, assessments, and evaluations to include, but not be limited to, audits, inspection of premises, reports, contracts, subcontracts and interviews of Contractor's staff and the staff of all subcontractors to this contract. At any time during normal business hours and as often as the Engineer may deem necessary, upon reasonable advance notice. Contractor shall make available to the Engineer for examination, all of its, and all subcontractors to this contract, records with respect to all matters covered by this Contract and will permit the Engineer to audit, examine, copy and make excerpts or transcripts from such data and records, and to make audits of all Invoices, materials, payrolls, records of personnel, and other data relating to all matters covered by this Contract. ^^si^ However, any such activities shall be carried out in a manner so as to not unreasonably ^1 Revised 9/11/12 Contract No. 6035 Page 56 of 104 interfere with Contractor's ongoing business operations. Contractor and all subcontractors to this contract shall maintain such data and records for as long as may be required by applicable laws and regulations. 2- 10 INSPECTION. The Work is subject to inspection and approval by the Engineer. The Contractor shall notify the Engineer before noon of the working day before inspection is required. Work shall be done only in the presence of the Engineer, unless othenA/ise authorized. Any work done without proper inspection will be subject to rejection. The Engineer and any authorized representatives shall at all times have access to the Work during its construction at shops and yards as well as the project site. The Contractor shall provide every reasonable facility for ascertaining that the materials and workmanship are in accordance with these specifications. Inspection of the Work shall not relieve the Contractor of the obligation to fulfill all conditions of the Contract. SECTION 3 - CHANGES IN WORK 3- 1 CHANGES REQUESTED BY THE CONTRACTOR. 3-1.1 General. Changes in the Plans and Specifications, requested in writing by the Contractor, which do not materially affect the Work and which are not detrimental to the Work or to the interests of the Agency, may be granted by the Engineer. Nothing herein shall be construed as granting a right to the Contractor to demand acceptance of such changes. 3-1.2 Payment for Changes Requested by the Contractor. If such changes are granted, they shall be made at a reduction in cost or no additional cost to the Agency. 3-2 CHANGES INITIATED BY THE AGENCY. 3-2.1 General. The Agency may change the Plans, Specifications, character of the work, or quantity of work provided the total arithmetic dollar value of all such changes, both additive and deductive, does not exceed 25 percent of the Contract Price. Should it become necessary to exceed this limitation, the change shall be by written Supplemental Agreement between the Contractor and Agency, unless both parties agree to proceed with the change by Change Order. Change Orders shali be in writing and state the dollar value of the change or established method of payment, any adjustment in contract time of completion, and when negotiated prices are involved, shall provide for the Contractor's signature indicating acceptance. 3-2.2 Payment. 3-2.2.1 Contract Unit Prices. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does not involve substantial change In character of the work from that shown on the Plans or specified in the Specifications, then an adjustment in payment will be made. This adjustment will be based upon the increase or decrease in quantity and the Contract Unit Price. If the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications varies from the Bid quantity by 50 percent or less, payment will be made at the Contract Unit Price. If the actual quantity of said item of work Revised 9/11/12 Contract No. 6035 Page 57 of 104 varies from the Bid quantity by more than 50 percent, payment will be made per Secfion 3-2.2.2 or 3-2.2.3 as appropriate. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does involve a substantial change In the character of the work from that shown on the Plans or specified in the Specifications, an adjustment in payment will be made per Section 3-2.4. 3-2.2.2 Increases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications, exceed the Bid quantity by more than 50 percent, payment for the quantity in excess of 150 percent of the Bid quantity will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Secfion 3-3. The Extra Work per Section 3-3, basis of payment, shall not include fixed costs. Fixed costs shall be deemed to have been recovered by the Contractor through payment for 150 percent of the Bid quantity at the Contract Unit Price. 3-2.2.3 Decreases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price, and constructed in conformance with the Plans and Specifications, be less than 50 percent of the Bid quantity, an adjustment in payment will not be made unless so requested in writing by the Contractor. If the Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3; however, in no case will payment be less than would be made for the actual quantity at the Contract Unit Price nor more than would be made for 50 percent of the Bid quantity at the Contract Unit Price. 3-2.3 Stipulated Unit Prices. Stipulated Unit Prices are unit prices established by the Agency in the Contract Documents as distinguished from Contract Unit Prices submitted by the Contractor. Stipulated Unit Prices may be used for the adjustment of Contract changes when so specified in the Special Provisions. 3-2.4 Agreed Prices. Agreed Prices are prices for new or unforeseen work, or adjustments in Contract Unit Prices per Section 3-2.2, established by mutual agreement between the Contractor and the Agency. If mutual agreement can not be reached, the Engineer may direct the Contractor to proceed on the basis of Extra Work in accordance per Section 3-3, except as OthenA/ise specified in Sections 3-2.2.2 and 3-2.2.3. 3.2.4.1 Schedule of Values. Prior to construction, Contractor shall provide a schedule of values for all lump sum bid items that shall be used for the purpose of progress payments. The prices shall be valid for the purpose of change orders to the project. 3.2.5 Eliminated Items. Should any Bid item be eliminated in its entirety, payment will be made to the Contractor for its actual costs incurred In connection with the eliminated item prior to notification in writing from the Engineer so stating its elimination. If material conforming to the Plans and Specifications is ordered by the Contractor for use in the eliminated item prior to the date of notification of elimination by the Engineer, and if the order for that material can not be canceled, payment will be made to the Contractor for the actual cost of the material. In this case, the material shall become the property of the Agency. Payment will be made to the Contractor for its actual costs for any further handling. If the material is returnable, the material shall be returned and payment will be made to the Contractor for the actual cost of charges made by the supplier for returning the material and for handling by the Contractor. Actual costs, as used herein, shall be computed on the basis of Extra Work per Section 3-3. Revised 9/11 /12 Contract No. 6035 Page 58 of 104 3-3 EXTRA WORK. 3-3.1 General. New or unforeseen work will be classified as "extra work" when the Engineer determines that it is not covered by Contract Unit Prices or stipulated unit prices. 3-3.2 Payment. 3-3.2.1 General. When the price for the extra work cannot be agreed upon, the Agency will pay for the extra work based on the accumulation of costs as provided herein. 3-3.2.2 Basis for Establishing Costs. (a) Labor. The costs of labor will be the actual cost for wages of workers performing the extra work at the time the extra work is done, plus employer payments of payroll taxes, workers compensafion insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs, resulting from Federal, State, or local laws, as well as assessments or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the extra work cost will not be pemnitted unless the Contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not Included in the invoice for equipment rental. The labor cost for foremen shall be proportioned to all of their assigned work and only that applicable to extra work will be paid. Nondirect labor costs, including superintendence, shall be considered part of the markup of Section 3-3.2.3 (a). (b) Materials. The cost of materials reported shall be at Invoice or lowest current price at which such materials are locally available and delivered to the job site In the quantities involved, plus sales tax, freight, and delivery. The Agency reserves the right to approve materials and sources of supply, or to supply materials to the Contractor if necessary for the progress of the Work. No markup shall be applied to any material provided by the Agency. (c) Tool and Equipment Rental. No payment will be made for the use of tools which have a replacement value of $200 or less. Regardless of ownership, the rates and right-of-way delay factors to be used in determining rental and delay costs shall be the edition of the, "Labor Surcharge and Equipment Rental Rates" published by CALTRANS, current at the time of the actual use of the tool or equipment. The right-of-way delay factors therein shall be used as multipliers of the rental rates for determining the value of costs for delay to the Contractor and subcontractors, if any. The labor surcharge rates published therein are not a part of this contract. The rental rates paid shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all incidentals. Necessary loading and transportafion costs for equipment used on the extra work shall be included. Revised 9/11 /12 Contract No. 6035 Page 59 of 104 V If equipment is used intermittently and, when not in use, could be returned to its rental source at less expense to the Agency than holding it at the Work site, it shall be returned, unless the Contractor elects to keep it at the Work site, at no expense to the Agency. All equipment shall be acceptable to the Engineer, in good working condition, and suitable for the purpose for which it is to be used. Manufacturer's ratings and approved modifications shall be used to classify equipment and it shall be powered by a unit of at least the minimum rafing recommended by the manufacturer. The reported rental time for equipment already at the Work site shall be the duration of its use on the extra work. This time begins when equipment is first put into actual operation on the extra work, plus the time required to move it from its previous site and back, or to a closer site. (d) Other Items. The Agency may authorize other items which may be required on the extra work, including labor, sen/ices, material, and equipment. These items must be different in their nature from those required for the Work, and be of a type not ordinarily available from the Contractor or Subcontractors. Invoices covering all such items in detail shall be submitted with the request for payment. (e) Invoices. Vendors' invoices for material, equipment rental and other expenditures shall be submitted with the request for payment. If the request for payment is not substantiated by invoices or other documentation, the Agency may establish the cost of the item involved at the lowest price which was current at the time of the report. 3-3.2.3 Markup. (a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overiiead and profits: 1) Labor 20 2) Materials 15 3) Equipment Rental 15 4) Other Items and Expenditures ..15 To the sum of the costs and markups provided for in this section, 1 percent shali be added as compensation for bonding. (b) Work by Subcontractor. When all or any part of the extra work Is performed by a Subcontractor, the markup established in Section 3-3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. 3-3.3 Daily Reports by Contractor. When the price for the extra work cannot be agreed upon, the Contractor shall submit a daily report to the Engineer on forms approved by the Agency. Included are applicable delivery tickets, listing all labor, materials, and equipment involved for that day, and other services and expenditures when authorized. Payment for extra work will not be made until such time that the Contractor submits completed daily reports and all supporting documents to the Engineer. Failure to submit the daily report by the close of the next working day may waive any rights for that day. An attempt shall be made to reconcile the report daily, and it shall be signed by the Engineer and the Contractor. In the event of disagreement. Revised 9/11/12 Contract No. 6035 Page 60 of 104 pertinent notes shall be entered by each party to explain points which cannot be resolved immediately. Each party shall retain a signed copy of the report. Reports by Subcontractors or others shall be submitted through the Contractor. The report shall: 1. Show names of workers, classifications, and hours worked. 2. Describe and list quantities of materials used. 3. Show type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable. 4. Describe other sen/ices and expenditures in such detail as the Agency may require. 3-4 CHANGED CONDITIONS. The Contractor shall promptly notify the Engineer of the following Work site conditions (hereinafter called changed conditions), in writing, upon their discovery and before they are disturbed: 1. Subsurface or latent physical conditions differing materially from those represented in the Contract; 2. Unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character being performed; and 3. Material differing from that represented in the Contract which the Contractor believes may be hazardous waste, as defined in Secfion 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accord- ance with provisions of existing law. The Engineer will promptly Investigate conditions which appear to be changed conditions. If the Engineer determines that conditions are changed conditions and they will materially affect performance time, the Contractor, upon submitting a written request, will be granted an extension of time subject to the provisions of 6-6. If the Engineer detennines that the conditions do not justify an adjustment in compensation, the Contractor will be notified in writing. This notice will also advise the Contractor of its obligation to notify the Engineer in writing if the Contractor disagrees. The Contractor's failure to give notice of changed conditions promptly upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. The Contractor shall not be entitled to the payment of any additional compensation for any act, or failure to act, by the Engineer, including failure or refusal to issue a change order, or for the happening of any event, thing, occurrence, or other cause, unless the Contractor shall have first given the Engineer due written nofice of potential claim as hereinafter specified. Compliance with this secfion shall not be required as a prerequisite to notice provisions in Section 6-7.3 Contract Time Accounting, nor to any claim that is based on differences in measurement or errors of computation as to contract quantities. The written notice of potential claim for changed conditions shall be submitted by the Contractor to the Engineer upon their discovery and prior to the time that the Contractor performs the work giving rise to the potential claim. The Contractor's failure to give written notice of potential claim for changed conditions to the agency upon their discovery and before they are disturiDed shall constitute a waiver of all claims in Revised 9/11/12 Contract No. 6035 Page 61 of 104 connection therewith. The Contractor shall provide the City with a written document containing a description of the particular circumstances giving rise to the potential claim, the reasons for which the Contractor believes additional compensation may be due and nature of any and all costs involved within 20 working days of the date of sen/ice of the written notice of potential claim for changed conditions. Verbal notifications are disallowed. The potential claim shall include the following certification relative to the California False Claims Act, Government Code Sections 12650-12655. "The undersigned certifies that the above statements are made in full cognizance of the California False Claims Act, Government Code Sections 12650-12655. The undersigned further understands and agrees that this potential claim, unless resolved, must be restated as a claim in response to the City's proposed final estimate in order for it to be further considered." By: Title: Date: Company Name: , The Contractor's estimate of costs may be updated when actual costs are known. The Contractor shall submit substantiation of its actual costs to the Engineer within 20 working days after the affected work is completed. Failure to do so shall be sufficient cause for denial of any claim subsequently filed on the basis of said notice of potential claim. It is the intention of this section that differences between the parties arising under and by virtue of the contract be brought to the attention of the Engineer at the eariiest possible time in order that such matters be settled, if possible, or other appropriate action promptly taken. 3-5 DISPUTED WORK. The Contractor shall give the agency written notice of potenfial claim prior to commencing any disputed work. Failure to give said notice shall constitute a waiver of ali claims in connection therewith. If the contractor and the agency are unable to reach agreement on disputed work, the Agency may direct the contractor to proceed with the work. Prior to proceeding with dispute resolution pursuant to Public Contract Code provisions specified hereinafter, the contractor shall attempt to resolve ail disputes Infonnaliy through the following dispute resolution chain of command: 1. Project Inspector 2. Construction Manager 3. Deputy City Engineer, Construction Management & Inspection 4. City Engineer 5. City Manager The Contractor shall submit a complete report within 20 working days after completion of the disputed work stating its position on the claim, the contractual basis for the claim, along with all documentation supporting the costs and all other evidentiary materials. At each level of claim or Revised 9/11/12 Contract No. 6035 Page 62 of 104 appeal of claim the City will, within 10 working days of receipt of said claim or appeal of claim, review the Contractor's report and respond with a position, request additional information or request that the Contractor meet and present its report. When additional information or a meeting is requested the City will provide its position within 10 working days of receipt of said additional information or Contractor's presentation of its report. The Contractor may appeal each level's position up to the City Manager after which the Contractor may proceed under the provisions of the Public Contract Code. The authority within the dispute resolution chain of command is limited to recommending a resolution to a claim to the City Manager. Actual approval of the claim is subject to the change order provisions in the contract. All claims by the contractor for $375,000 or less shall be resolved in accordance with the procedures in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with Secfion 20104) which is set forth below: ARTICLE 1.5 RESOLUTION OF CONSTRUCTION CLAIMS 20104. (a)(1) This article applies to all public works claims of three hundred seventy-five thousand dollars ($375,000) or less which arise between a contractor and a local agency. (2) This article shall not apply to any claims resulting from a contract between a contractor and a public agency when the public agency has elected to resolve any disputes pursuant to Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2. (b) (1) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civil Code, except that "public work" does not include any work or improvement contracted for by the state or the Regents of the University of California. (2) "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public work and payment of which is not othenA/ise expressly provided for or the claimant is not othenA/ise entitled to, or (C) an amount the payment of which is disputed by the local agency. (c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications for any work which may give rise to a claim under this article. (d) This article applies only to contracts entered into on or after January 1,1991. 20104.2. For any claim subject to this article, the following requirements apply: (a) The claim shall be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements othenA/ise provided by contract for the filing of claims. (b) (1) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond In writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any addifional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the claimant in producing the additional information, whichever is greater. (c) (1) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred Revised 9/11/12 Contract No. 6035 Page 63 of 104 seventy-five thousand dollars ($375,000), the local agency shall respond in wrifing to all written claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any addifional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shali be submitted to the claimant within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater. (d) If the claimant disputes the local agency's written response, or the local agency fails to respond within the time prescribed, the claimant may so notify the local agency, in writing, either within 15 days of receipt of the local agency's response or within 15 days of the local agency's failure to respond within the time prescribed, respectively, and demand an Informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a meet and confer conference within 30 days for settlement of the dispute. (e) Following the meet and confer conference, if the claim or any portion remains in dispute, the claimant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a) until the fime that claim is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process. (f) This article does not apply to tort claims and nothing in this article is intended nor shall be construed to change the time periods for filing tort claims or actions specified by Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Secfion 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. 20104.4. The following procedures are established for all civil actions filed to resolve claims subject to this article: (a) Within 60 days, but no eariier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court or by stipulation of both parties. If the parties fail to select a mediator within the 15-day period, any party may petition the court to appoint the mediator. (b) (1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure) shall apply to any proceeding brought under the subdivision consistent with the rules pertaining to judicial arbitration. (2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed for purposes of this article shall be experienced in construction law, and, upon stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable houriy rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. In no event shall these fees or expenses be paid by state or county funds. Revised 9/11 /12 Contract No. 6035 Page 64 of 104 V (3) In addition to Chapter 2.5 (commencing with Section 1141.10) Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, pay the attorney's fees of the other party arising out of the trial de novo. (c)The court may, upon request by any party, order any witnesses to participate in the mediation or arbitration process. 20104.6. (a) No local agency shall fall to pay money as to any portion of a claim which is undisputed except as othenA/ise provided in the contract. (b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court of law. Although not to be construed as proceeding under extra work provisions, the Contractor shall keep and furnish records of disputed work in accordance with Section 3-3. SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP. 4-1.1. General. All materials, parts, and equipment furnished by the Contractor in the Work shall be new, high grade, and free from defects. Quality of work shall be in accordance with the generally accepted standards. Material and work quality shall be subject to the Engineer's approval. Materials and work quality not confonning to the requirements of the Specifications shall be considered defective and will be subject to rejection. Defective work or material, whether in place or not, shall be removed immediately from the site by the Contractor, at its expense, when so directed by the Engineer. If the Contractor fails to replace any defective or damaged work or material after reasonable notice, the Engineer may cause such work or materials to be replaced. The replacement expense will be deducted from the amount to be paid to the Contractor. Used or secondhand materials, parts, and equipment may be used only if permitted by the Specifications. 4-1.2 Protection of Work and Materials. The Contractor shall provide and maintain storage facilities and employ such measures as will presence the specified quality and fitness of materials to be used in the Work. Stored materials shall be reasonably accessible for inspection. The Contractor shall also adequately protect new and existing work and all items of equipment for the duration of the Contract. The Contractor shall not, without the Agency's consent, assign, sell, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the Contract. 4-1.3 Inspection Requirements. Revised 9/11 /12 Contract No. 6035 Page 65 of 104 4-1.3.1 General. Unless othenA/ise specified, inspection is required at the source for such typical materials and fabricated items as bituminous paving mixtures, structural concrete, metal fabrication, metal casting, welding, concrete pipe manufacture, protective coating application, and similar shop or plant operafions. Steel pipe in sizes less than 18 inches and vitrified clay and cast iron pipe in all sizes are acceptable upon certification as to compliance with the Specifications, subject to sampling and testing by the Agency. Standard items of equipment such as electric motors, conveyors, elevators, plumbing fixtures, etc., are subject to inspection at the job site only. Special items of equipment such as designed electrical panel boards, large pumps, sewage plant equipment, etc., are subject to inspection at the source, normally only for performance tesfing. The Specifications may require inspection at the source for other items not typical of those listed in this section. The Contractor shall provide the Engineer free and safe access to any and all parts of work at any time. Such free and safe access shall include means of safe access and egress, ventilation, lighting, shoring, dewatering and all elements pertaining to the safety of persons as contained in the State of California, California Code of Regulations, Title 8, Industrial Relations, Chapter 4, Division of Industrial Safety, Subchapter 4, Construction Safety Orders and such other safety regulations as may apply. Contractor shall furnish Engineer with such information as may be necessary to keep the Engineer fully informed regarding progress and manner of work and character of materials. Inspection or testing of the whole or any portion of the work or materials incorporated in the work shall not relieve Contractor from any obligation to fulfill this Contract. 4-1.3.2 Inspection of Materials Not Locally Produced. When the Contractor intends to purchase materials, fabricated products, or equipment from sources located more than 50 miles outside the geographical limits of the Agency, an inspector or accredited testing laboratory (approved by the Engineer), shall be engaged by the Contractor at its expense, to inspect the materials, equipment or process. This approval shall be obtained before producing any material or equipment. The inspector or representative of the testing laboratory shall judge the materials by the requirements of the Pians and Specifications. The Contractor shall fonA/ard reports required by the Engineer, No material or equipment shall be shipped nor shall any processing, fabrication or treatment of such materials tie done without proper inspection by the approved agent. Approval by said agent shall not relieve the Contractor of responsibility for complying with the Contract requirements. 4-1.3.3 Inspection by the Agency. The Agency will provide all inspection and testing laboratory sen/ices within 50 miles of the geographical limits of the Agency. For private contracts, ali costs of inspection at the source, including salaries and mileage costs, shall be paid by the permittee. 4-1.4 Test of Material. Before incorporation in the Work, the Contractor shall submit samples of materials, as the Engineer may require, at no cost to the Agency. The Contractor, at its expense, shall deliver the materials for tesfing to the place and at the time designated by the Engineer. Unless othenA/ise provided, all initial tesfing will be performed under the direction of the Engineer, and at no expense to the Contractor. If the Contractor is to provide and pay for testing, it will be stated in the Specifications. For private contracts, the testing expense shall be borne by the permittee. Revised 9/11/12 Contract No. 6035 Page 66 of 104 The Contractor shall notify the Engineer in writing, at least 15 days in advance, of its intention to use materials for which tests are specified, to allow sufficient time to perform the tests. The notice shall name the proposed supplier and source of material. If the notice of intent to use is sent before the materials are available for testing or inspection, or is sent so far in advance that the materials on hand at the time will not last but will be replaced by a new lot prior to use on the Work, it will be the Contractor's responsibility to renotify the Engineer when samples which are representative may be obtained. Except as specified in these Provisions, the Agency will bear the cost of testing of locally produced materials and/or on-site workmanship where the results of such tests meet or exceed the requirements indicated in the Standard Specifications, Technical Specification, and any Supplemental Provisions. The cost of ali other tests shall be borne by the Contractor. At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before the delivery is started. All materials proposed for use may be inspected or tested at any time during their preparation and use. If, after incorporating such materials into the Work, it is found that sources of supply that have been approved do not furnish a uniform product, or if the product from any source proves unacceptable at any time, the Contractor shall furnish approved material from other approved sources. If any product proves unacceptable after Improper storage, handling or for any other reason it shall be rejected, not incorporated into the work and shall be removed from the project site all at the Contractor's expense. Compaction tests may be made by the Engineer and all costs for tests that meet or exceed the requirements of the specifications shall be borne by the Agency. Said tests may be made at any place along the work as deemed necessary by the Engineer. The costs of any retests made necessary by noncompliance with the specifications shall be borne by the Contractor. 4-1.5 Certification. The Engineer may waive materials testing requirements of the Specifications and accept the manufacturer's written certification that the materials to be supplied meet those requirements. Material test data may be required as part of the certification. 4-1.6 Trade Names or Equals. The Contractor may supply any of the materials specified or offer an equivalent. The Engineer shall detennine whether the material offered is equivalent to that specified. Adequate time shali be allowed for the Engineer to make this determination. Whenever any particular material, process, or equipment is indicated by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its description and shall be deemed to be followed by the words or equal. A listing of materials is not intended to be comprehensive, or in order of preference. The Contractor may offer any material, process, or equipment considered to be equivalent to that indicated. The substantiation of offers shall be submitted as provided in the contract documents. The Contractor shall, at its expense, furnish data concerning items offered by it as equivalent to those specified. The Contractor shall have the material tested as required by the Engineer to determine that the quality, strength, physical, chemical, or other characteristics, including durability, finish, efficiency, dimensions, service, and suitability are such that the item will fulfill its intended function. Test methods shall be subject to the approval of the Engineer. Test results shall be reported promptly to the Engineer, who will evaluate the results and determine if the substitute item is Revised 9/11/12 Contract No. 6035 Page 67 of 104 equivalent. The Engineer's findings shall be final. Installation and use of a substitute item shall not be made until approved by the Engineer. If a substitute offered by the Contractor is not found to be equal to the specified material, the Contractor shall furnish and install the specified material. The specified Contract completion time shall not be affected by any circumstance developing from the provisions of this section. The Contractor is responsible for the satisfactory performance of substituted items. If, in the sole opinion of the Engineer, the substitution is determined to be unsatisfactory in perfonnance, appearance, durability, compatibility with associated items, availability of repair parts and suitability of application the Contractor shall remove the substituted item and replace it with the originally specified item at no cost to the Agency. 4-1.7 Weighing and Metering Equipment. All scales and metering equipment used for proportioning materials shall be inspected for accuracy and certified within the past 12 months by the State of California Bureau of Weights and Measures, by the County Director or Sealer of Weights and Measures, or by a scale mechanic registered with or licensed by the County. The accuracy of the work of a scale service agency, except as stated herein, shall meet the standards of the California Business and Professions Code and the California Code of Regulations pertaining to weighing devices. A certificate of compliance shall be presented, prior to operation, to the Engineer for approval and shall be renewed whenever required by the Engineer at no cost to the Agency. All scales shall be arranged so they may be read easily from the operator's platform or area. They shall indicate the true net weight without the application of any factor. The figures of the scales shall be cleariy legible. Scales shall be accurate to within 1 percent when tested with the plant shut down. Weighing equipment shall be so insulated against vibration or moving of other operating equipment in the plant area that the error in weighing with the enfire plant running will not exceed 2 percent for any setting nor 1.5 percent for any batch. 4-1.8 Calibration of Testing Equipment. Tesfing equipment, such as, but not limited to pressure gages, metering devices, hydraulic systems, force (load) measuring instruments, and strain-measuring devices shall be calibrated by a testing agency acceptable to the Engineer at intervals not to exceed 12 months and following repairs, modification, or relocation of the equipment. Calibration certificates shali be provided when requested by the Engineer. 4-1.9 Construction Materials Dispute Resolution (Soils, Rock Materials, Concrete, Mortar and Related Materials, Masonry Materials, Bituminous Materials, Rock Products, and Modified Asphalts). In the interest of safety and public value, whenever credible evidence arises to contradict the test values of materials, the Agency and the Contractor will initiate an immediate and cooperative investigation. Test values of materials are results of the materials' tests, as defined by these Specifications or by the special provisions, required to accept the Work. Credible evidence is process obsen/ations or test values gathered using industry accepted practices. A contradiction exists whenever test values or process obsen/ations of the same or similar materials are diverse enough such that the work acceptance or performance becomes suspect. The investigation shall allow access to all test results, procedures, and facilities relevant to the disputed work and consider all available infonnation and, when necessary, gather new and additional information in an attempt to determine the validity, the Revised 9/11 /12 Contract No. 6035 Page 68 of 104 V cause, and if necessary, the remedy to the contradicfion. If the cooperative invesfigation reaches any resolution mechanism acceptable to both the Agency and the Contractor, the contradiction shall be considered resolved and the cooperative investigation concluded. Whenever the cooperative investigation is unable to reach resolution, the investigation may then either conclude without resolution or continue by written notification of one party to the other requesting the implementation of a resolution process by committee. The continuance of the investigation shall be contingent upon recipient's agreement and acknowledged In writing within 3 calendar days after receiving a request. Without acknowledgement, the investigation shali conclude without resolution. The committee shall consist of three State of California Registered Civil Engineers. Within 7 calendar days after the written request notification, the Agency and the Contractor will each select one engineer. Within 14 calendar days of the written request notification, the two selected engineers will select a third engineer. The goal in selection of the third member is to complement the professional experience of the first two engineers. Should the two engineers fail to select the third engineer, the Agency and the Contractor shall each propose 2 engineers to be the third member within 21 calendar days after the written request notification. The first two engineers previously selected shall then select one of the four proposed engineers in a blind draw. The committee shall be a confinuance of the cooperative investigation and will re-consider all available information and if necessary gather new and additional information to detennine the validity, the cause, and if necessary, the remedy to the contradiction. The committee will focus upon the performance adequacy of the material(s) using standard engineering principles and practices and to ensure public value, the committee may provide engineering recommendations as necessary. Unless othenA/ise agreed, the committee will have 30 calendar days from its formation to complete their review and submit their findings. The final resolution of the committee shall be by majority opinion, in writing, stamped and signed. Should the final resolution not be unanimous, the dissenter may attach a written, stamped, and signed minority opinion. Once started, the resolution process by committee shall continue to full conclusion unless: 1. Within 7 days of the formation of the committee, the Agency and the Contractor reach an acceptable resolution mechanism; or 2. Within 14 days of the formation of the committee, the initiating party withdraws its written notification and agrees to bear all investigative related costs thus far incurred; or 3. At any point by the mutual agreement of the Agency and the Contractor. Unless OthenA/lse agreed, the Contractor shall bear and maintain a record for all the Investiga- tive costs until resolution. Should the investigation discover assignable causes for the contradiction, the assignable party, the Agency or the Contractor, shall bear all costs associated with the investigation. Should assignable causes for the contradiction ex- tended to both parties, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation substantiate a contradiction without assignable cause, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation be unable to substantiate a contradic- tion, the initiator of the investigation shall bear all investigative costs. All claim notifica- tion requirements of the contract pertaining to the contradiction shall be suspended until the investigation is concluded. 4-2 MATERIALS TRANSPORTATION, HANDLING AND STORAGE. The Contractor shall order, purchase, transport, coordinate delivery, accept delivery, confirm the quantity and quality received, prepare storage area(s), store, handle, protect, move, relocate, remove and dispose excess of all materials used to accomplish the Work. Materials shall be Revised 9/11 /12 Contract No. 6035 Page 69 of 104 delivered to the site of the work only during working hours, as defined in Section 6-7.2, and shall be accompanied by bills of lading that shall clearly state for each delivery: the name of the Contractor as consignee, the project name and number, address of delivery and name of consignor and a description of the material(s) shipped. Prior to storage of any materials which have been shipped to or by the Contractor to any location within the Agency's boundaries the Contractor shall provide the Engineer a copy of lease agreements for each property where such materials are stored. The lease agreement shall cleariy state the term of the lease, the description of materials allowed to be stored and shall provide for the removal of the materials and restoration of the storage site within the time allowed for the Work. All such storage shall confonn to all laws and ordinances that may pertain to the materials stored and to preparation of the storage site and the location of the site on which the materials are stored. Loss, damage or deterioration of all stored materials shall be the Contractor's responsibility. Conformance to the requirements of this section, both within and outside the limits of work are a part of the Work. The Engineer shall have the right to verify the suitability of materials and their proper storage at anytime during the Work. SECTION 5 - UTILITIES 5-1 LOCATION. The Agency and affected utility companies have, by a search of known records, endeavored to locate and indicate on the Plans, all utilities which exist within the limits of the work. However, the accuracy and/or completeness of the nature, size and/or location of utilities indicated on the Plans Is not guaranteed. Where underground main distribution conduits such as water, gas, sewer, electric power, telephone, or cable television are shown on the Plans, the Contractor shall assume that every property parcel will be served by a service connection for each type of utility. As provided in Section 4216 of the California Government Code, at least 2 working days prior to commencing any excavation, the Contractor shall contact the regional notification center (Underground Service Alert of Southern California) and obtain an inquiry identification number. The California Department of Transportation Is not required by Section 4216 to become a member of the regional notification center. The Contractor shall contact It for location of its subsurface installations. The Contractor shall detennine the location and depth of all utilities, including sen/ice connections, which have been marked by the respective owners and which may affect or be affected by its operations. If no pay item is provided in the Contract for this work, full compensation for such work shall be considered as included in the prices bid for other items of work. 5-2 PROTECTION. The Contractor shall not interrupt the sen/ice function or disturb the support of any utility without authority from the owner or order from the Agency. All valves, switches, vaults, and meters shall be maintained readily accessible for emergency shutoff. Where protection is required to ensure support of utilities located as shown on the Plans or in accordance with Section 5-1, the Contractor shall, unless othenA/ise provided, furnish and place the necessary protection at its expense. Revised 9/11/12 Contract No. 6035 Page 70 of 104 Upon learning of the existence and location of any utility omitted from or shown incorrectly on the Plans, the Contractor shall immediately notify the Engineer in writing. When authorized by the Engineer, support or protection of the utility will be paid for as provided in Section 3-2.2.3 or 3-3. The Contractor shall immediately notify the Engineer and the ufility owner if any ufility is disturbed or damaged. The Contractor shall bear the costs of repair or replacement of any utility damaged if located as noted in Section 5-1. When placing concrete around or contiguous to any non-metallic utility installation, the Contractor shall at its expense: 1. Furnish and install a 2 inch cushion of expansion joint material or other similar resilient material; or 2. Provide a sleeve or other opening which will result in a 2 inch minimum-clear annular space between the concrete and the utility; or 3. Provide other acceptable means to prevent embedment in or bonding to the concrete. Where concrete is used for backfill or for structures which would result In embedment, or partial embedment, of a metallic utility installation; or where the coating, bedding or other cathodic protection system is exposed or damaged by the Contractor's operations, the Contractor shall notify the Engineer and arrange to secure the advice of the affected utility owner regarding the procedures required to maintain or restore the integrity of the system. 5-3 REMOVAL. Unless othenA/ise specified, the Contractor shall remove all interfering portions of utilities shown on the Plans or indicated in the Bid documents as "abandoned" or "to be abandoned in place". Before starting removal operations, the Contractor shall ascertain from the Agency whether the abandonment is complete, and the costs involved in the removal and disposal shall be included In the Bid for the items of work necessitating such removals. 5-4 RELOCATION. When feasible, the owners responsible for utilifies within the area affected by the Work will complete their necessary installations, relocations, repairs, or replacements before commencement of work by the Contractor. When the Plans or Specifications indicate that a utility installation is to be relocated, altered, or constructed by others, the Agency will conduct all negotiations with the owners and work will be done at no cost to the Contractor, except for manhole frame and cover sets to be brought to grade as provided in the Standard Specifications for Public Works Construction, Section 301-1.6. Utilities which are relocated in order to avoid interference shall be protected in their position and the cost of such protection shall be included in the Bid for the items of work necessitating such relocation. After award of the Contract, portions of utilities which are found to interfere with the Work will be relocated, altered or reconstructed by the owners, or the Engineer may order changes in the Work to avoid interference. Such changes will be paid for in accordance with Secfion 3-2. When the Plans or Specifications provide for the Contractor to alter, relocate, or reconstruct a utility, all costs for such work shall be Included in the Bid for the items of work necessitating such work. Temporary or permanent relocation or alteration of utilities requested by the Contractor for its convenience shall be its responsibility and it shall make all arrangements and bear all costs. Revised 9/11 /12 Contract No. 6035 Page 71 of 104 The utility owner will relocate service connections as necessary within the limits of the Work or i , within temporary construction or slope easements. When directed by the Engineer, the Contractor shall arrange for the relocation of sen/ice connections as necessary between the meter and property line, or between a meter and the limits of temporary construction or slope easements. The relocation of such service connections will be paid for in accordance with provisions of Section 3-3. Payment will Include the restoration of all existing improvements which may be affected thereby. The Contractor may agree with the owner of any utility to disconnect and reconnect interfering service connections. The Agency will not be involved in any such agreement. In conformance with Section 5-6 the Contractor shall coordinate the work with utility agencies and companies. Prior to the installation of any and all utility structures within the limits of work by any utility agency or company, or its contractor, the Contractor shall place all curb or curb and gutter that is a part of the work and adjacent to the location where such utility structures are shown on the plans and are noted as being located, relocated or are othenA/ise shown as installed by others. In order to minimize delays to the Contractor caused by the failure of other parties to relocate utilities that interfere with the construction, the Contractor, upon the Engineer's approval, may be permitted to temporarily omit the portion of work affected by the utility. If such temporary omission is approved by the Engineer the Contractor shall place survey or other physical control markers sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or company. Such temporary omission shall be for the Contractor's convenience and no additional compensation will be allowed therefore or for additional work, materials or delay associated with the temporary omission. The portion thus omitted shall be constructed by the Contractor immediately following the relocation of the utility involved unless otherwise directed by the Engineer. 5-5 DELAYS. The Contractor shall notify the Engineer of its construction schedule insofar as it affects the protection, removal, or relocation of utilities. Said notification shall be included as a part of the construction schedule required in Section 6-1. The Contractor shall notify the Engineer in writing of any subsequent changes in the construction schedule which will affect the time available for protection, removal, or relocation of utilities. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, noted, and completed in accordance with Section 5-1. The Contractor may be given an extension of time for unforeseen delays attributable to unreasonably protracted interference by utilities in performing work correctly shown on the Plans. The Agency will assume responsibility for the fimely removal, relocation, or protection of existing main or trunkline utility facilities within the area affected by the Work if such utilities are not identified in the Contract Documents. The Contractor will not be assessed liquidated damages for any delay caused by failure of Agency to provide for the timely removal, relocation, or protection of such existing facilities. If the Contractor sustains loss due to delays attributable to interferences, relocations, or alterations not covered by Section 5-1, which could not have been avoided by the judicious handling of forces, equipment, or plant, there shall be paid to the Contractor such amount as the Engineer may find to be fair and reasonable compensation for such part of the Contractor's actual loss as was unavoidable and the Contractor may be granted an extension of time. ^^S^ Revised 9/11/12 Contract No. 6035 Page 72 of 104 5- 6 COOPERATION. When necessary, the Contractor shall so conduct its operations as to permit access to the Work site and provide time for utility work to be accomplished during the progress of the Work. SECTION 6 - PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6- 1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Except as OthenA/ise provided herein and unless othenA/ise prohibited by permits from other agencies as may be required by law the Contractor shall begin work within 30 calendar days after receipt of the "Notice to Proceed". 6-1.1 Pre-Construction Meeting. After, or upon, notification of contract award, the Engineer will set the time and location for the Preconstruction Meeting. Attendance of the Contractor's management personnel responsible for the management, administration, and execution of the project is mandatory for the meeting to be convened. Failure of the Contractor to have the Contractor's responsible project personnel attend the Preconstruction Meeting will be gi-ounds for default by Contractor per Section 6-4. No separate payment will be made for the Contractor's attendance at the meeting. The notice to proceed will only be issued on or after the completion of the preconstruction meeting. 6-1.1.1 Baseline Construction Schedule Submittal. After notification of award of the Contract and prior to start of any work, the Contractor shall submit its proposed construction schedule to the Engineer for approval. The construction schedule shall be In the form of a tabulation, chart, or graph and shall be in sufficient detail to show chronological relationship of all activities of the Work. These include, but are not limited to: estimated starting and completion dates of various activities, submission of submittals per the submittal requirements of Section 2-5.3, procurement of materials and scheduling of equipment. The construction schedule shall incorporate the requirements of 5-5 and reflect completion of the Work within the specified Contract time and in confonnance with the Contract Documents. If the Contractor desires to make a major change in the method of operations after commencing construction, or if the schedule fails to reflect the actual progress, the Contractor shall submit to the Engineer a revised construction schedule in advance of beginning revised operations. 6-1.2 Preparation of Schedule Updates and Revisions. The Contractor shall meet with the Engineer during the last week of each month to agree upon each activity's schedule status and shall submit monthly updates of the Baseline Construction Schedule confimnlng the agreements no later than the fifth working day of the following month. 6-1.3 Measurement and Payment of Construction Schedule. The Contractor's preparation, revision and maintenance of the Construction Schedule are incidental to the work and no separate payment will be made therefore. 6-2 PROSECUTION OF WORK. To minimize public inconvenience and possible hazard and to restore street and other work areas to their original condition and state of usefulness as soon as practicable, the Contractor shall diligently prosecute the Work to completion. If the Engineer determines that the Contractor is falling to prosecute the Work to the proper extent, the Contractor shall, upon orders from the Revised 9/11/12 Contract No. §035 Page 73 of 104 Engineer, immediately take steps to remedy the situation. All costs of prosecuting the Work as described herein shall be included in the Contractor's Bid. Should the Contractor fail to take the necessary steps to fully accomplish said purposes, after orders of the Engineer, the Engineer may suspend the work in whole or part, until the Contractor takes said steps. As soon as possible under the provisions of the Specifications, the Contractor shall backfill all excavations and restore to usefulness all improvements existing prior to the start of the Work. If Work is suspended through no fault of the Agency, all expenses and losses incurred by the Contractor during such suspensions shall be borne by the Contractor. If the Contractor fails to properiy provide for public safety, traffic, and protection of the Work during periods of suspension, the Agency may elect to do so, and deduct the cost thereof from monies due the Contractor. Such actions will not relieve the Contractor from liability. 6-2.1 Order of Work. The work to be done shall consist of furnishing all labor, equipment and materials, and performing all operations necessary to complete the Project Work as shown on the Project Plans and as specified in the Specifications. The work generally includes removal of existing street name signs together with fabrication and installation of new street name signs, including required mounting hardware. Installation of new street name sign shall immediately follow removal of designated existing sign. The sign inventory within the City has been divided up into 7 zones. Work shall be performed one zone at a time in order to facilitate inspection. Contractor shall submit a hard copy report in tabular format, printed from the updated required city inventory, weekly. The following information for work completed in the previous week: 1) Sign ID and location 2) Installation/Replacement date (Month/Day/Year) 3) Sign length In inches, and sign level, top sign being level 1, second from the top being level 2, and third from the top being level 3. 4) Post type, and condition, and hardware used Upon completion of each zone, within 3 working days. Contractor shall submit an electronic version of the inventory for review by the Engineer. 6-2.3 Project Meetings. The Engineer will establish the time and location of bi-weekly Project Meetings. The Contractor's Representative shall attend each Project Meeting. The Project Representative shall be the individual determined under Section 7-6, 'The Contractor's Representative". No separate payment for attendance of the Contractor, the Contractor's Representative or any other employee or subcontractor or subcontractor's employee at these meefings will be made. 6-3 SUSPENSION OF WORK. 6-3.1 General. The Work may be suspended in whole or in part when determined by the Engineer that the suspension is necessary in the interest of the Agency. The Contractor shall comply immediately with any written order of the Engineer. Such suspension shall be without liability to the Contractor on the part of the Agency except as othenA/ise specified in Section 6-6.3. 6-3.2 Archaeological and Paleontological Discoveries. If discovery is made of items of archaeological or paleontological interest, the Contractor shall immediately cease excavation in Revised 9/11 /12 Contract No. 6035 Page 74 of 104 the area of discovery and shall not continue until ordered by the Engineer. When resumed, excavation operations within the area of discovery shall be as directed by the Engineer. Discoveries which may be encountered may include, but not be limited to, dwelling sites, stone implements or other artifacts, animal bones, human bones, and fossils. The Contractor shall be entitled to an extension of time and compensation in accordance with the provisions of Section 6-6. 6-4 DEFAULT BY CONTRACTOR. If the Contractor fails to begin delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locafions as specified, or fails to maintain the Work schedule which will insure the Agency's interest, or, if the Contractor is not carrying out the intent of the Contract, the Agency may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. The Contract may be canceled by the Board without liability for damage, when in the Board's opinion the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the Board's consent. In the event of such cancellation, the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity of the Work completed at the fime of cancellation, less damages caused to the Agency by acts of the Contractor. The Contractor, in having tendered a Bid, shall be deemed to have waived any and all claims for damages because of cancellation of Contract for any such reason. If the Agency declares the Contract canceled for any of the above reasons, written notice to that effect shall be served upon the Surety. The Surety shall, within five (5) days, assume control and perfonn the Work as successor to the Contractor. If the Surety assumes any part of the Work, It shall take the Contractor's place in all respects for that part, and shall be paid by the Agency for all work performed by it in accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default shall be payable to the Surety as the Work progresses, subject to the terms of the Contract. If the Surety does not assume control and perform the Work within 5 days after receiving notice of cancellation, or fails to continue to comply, the Agency may exclude the Surety from the premises. The Agency may then take possession of all material and equipment and complete the Work by Agency forces, by letting the unfinished Work to another Contractor, or by a combination of such methods. In any event, the cost of completing the Work shall be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the Agency. If the sums due under the Contract are Insufficient for completion, the Contractor or Surety shall pay to the Agency within 5 days after the completion, all costs in excess of the sums due. The provisions of this section shall be in addition to all other rights and remedies available to the Agency under law. 6-5 TERMINATION OF CONTRACT. The Board may terminate the Contract at its own discretion or when conditions encountered during the Work make it impossible or impracticable to proceed, or when the Agency is prevented from proceeding with the Contract by act of God, ^^•^ by law, or by official action of a public authority. Revised 9/11 /12 Contract No. 6035 Page 75 of 104 6-6 DELAYS AND EXTENSIONS OF TIME. 6-6.1 General. If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays, except as provided in 6-6.3. Such unforeseen events may include: war, government regulations, labor disputes, strikes, fires, floods, adverse weather or elements necessitating cessation of work, inability to obtain materials, labor or equipment, required extra work, or other specific events as may be further described in the Specifications. No extension of time will be granted for a delay caused by the Contractor's Inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof, the proof must be provided in a timely manner in accordance with the sequence of the Contractor's operations and the approved construction schedule. If delays beyond the Contractor's control are caused by events other than those mentioned above, the Engineer may deem an extension of time to be in the best interests of the Agency. The Contractor will not be entitled to damages or additional payment due to such delays, except as provided in Section 6-6.3. If delays beyond the Contractor's control are caused solely by action or Inaction by the Agency, such delays will entitle the Contractor to an extension of time as provided in Section 6-6.2. 6-6.2 Extensions of Time. Extensions of time, when granted, will be based upon the effect of delays to the Work. They will not be granted for noncontrolling delays to minor portions of the Work unless it can be shown that such delays did or will delay the progress of the Work. 6-6.3 Payment for Delays to Contractor. The Contractor will be compensated for damages incurred due to delays for which the Agency is responsible. Such actual costs will be determined by the Engineer. The Agency will not be liable for damages which the Contractor could have avoided by any reasonable means, such as judicious handling of forces, equipment, or plant. The determination of what damages the Contractor could have avoided will be made by the Engineer. 6-6.4 Written Notice and Report. The Contractor shall provide written notice to the Engineer within two hours of the beginning of any period that the Contractor has placed any workers or equipment on standby for any reason that the Contractor has determined to be caused by the Agency or by any organization that the Agency may othenA/ise be obligated by. The Contractor shall provide continuing daily written notice to the Engineer, each working day, throughout the duration of such period of delay. The initial and continuing written notices shall Include the classification of each workman and supen/isor and the make and model of each piece of equipment placed on standby, the cumulative duration of the standby, the Contractor's opinion of the cause of the delay and a cogent explanation of why the Contractor could not avoid the delay by reasonable means. Should the Contractor fail to provide the notice(s) required by this section the Contractor agrees that no delay has occurred and that it will not submit any claim(s) therefore. 6-7 TIME OF COMPLETION. 6-7.1 General. The Contractor shall complete the Work within the time set forth in the Contract. The Contractor shall complete each portion of the Work within such time as set forth in Revised 9/11 /12 Contract No. 6035 Page 76 of 104 the Contract for such portion. The time of completion of the Contract shall be expressed in working days. The Contractor shall diligently prosecute the work to completion within 150 working days after the starting date specified in the Notice to Proceed. 6-7.2 Working Day. A working day is any day within the period between the start of the Contract time as defined in Section 6-1 and the date provided for completion, or upon field acceptance by the Engineer for all work provided for in the Contract, whichever occurs first, other than: 1. Saturday, 2. Sunday, 3. any day designated as a holiday by the Agency, 4. any other day designated as a holiday in a Master Labor Agreement entered into by the Contractor or on behalf of the Contractor as an eligible member of a contractor associa- tion, 5. any day the Contractor is prevented from working at the beginning of the workday for cause as defined in Section 6-6.1, 6. any day the Contractor is prevented from working during the first 5 hours with at least 60 percent of the nonnal work force for cause as defined in Section 6-6.1. Unless OthenA/ise approved in writing by the Engineer, the hours of work shall be between the hours of 7:00 a.m. and 4:00 p.m. on Mondays through Fridays, excluding Agency holidays. The Contractor shall obtain the written approval of the Engineer if the Contractor desires to work outside said hours or at any time during weekends and/or holidays. This written permission must be obtained at least 48 hours prior to such work The Engineer may approve work outside the hours and/or days stated herein when, in his/her sole opinion, such work conducted by the Contractor is beneficial to the best interests of the Agency. The Contractor shall pay the inspection costs of such work. 6-7.3 Contract Time Accounting. The Engineer will make a daily determination of each working day to be charged against the Contract time. These detemriinations will be discussed and the Contractor will be furnished a periodic statement showing allowable number of working days of Contract time, as adjusted, at the beginning of the reporting period. The statement will also indicate the number of working days charged during the reporting period and the number of working days of Contract time remaining. If the Contractor does not agree with the statement, it shall file a written protest within 15 days after receipt, setting forth the facts of the protest. OthenA/ise, the statement will be deemed to have been accepted. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY. The Work will be inspected by the Engineer for acceptance upon receipt of the Contractor's written assertion that the Work has been completed. The Engineer will not accept the Work or any portion of the Work before all of the Work is completed and all outstanding deficiencies that may exist are corrected by the Contractor and the Engineer is satisfied that all the materials and workmanship, and all other features of the Work, meet the requirements of all of the specifications for the Work. Use, temporary, interim or permanent, of all, or portions of, the Work does not constitute acceptance of the Work. If, in the Engineer's judgment, the Work has been completed and is ready for acceptance the Engineer will so certify to the Board. Upon such certification by the Engineer the Board may accept the completed Work. Upon the Board's acceptance of the Work the Engineer will cause a "Notice of Revised 9/11/12 Contract No. 6035 Page 77 of 104 Completion" to be filed in the office of the San Diego County Recorder. The date of recordation shall be the date of completion of the Work. All work shall be warranted for one (1) year after recordation of the "Notice of Completion" and any faulty work or materials discovered during the warranty period shall be repaired or replaced by the Contractor, at its expense. Twenty-five percent of the faithful performance bond shall be retained as a warranty bond for the one year warranty period. The Contractor shall replace or repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from the Engineer, and within the time specified in the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the Agency may perform this work and the Contractor's sureties shall be liable for the cost thereof. 6-9 LIQUIDATED DAMAGES. Failure of the Contractor to complete the Work within the time allowed will result in damages being sustained by the Agency. For each consecutive calendar day in excess of the time specified for completion of Work, as adjusted in accordance with Section 6-6, the Contractor shall pay the Agency, or have withheld monies due it, the sum of three hundred dollars ($300.00). Such sum is liquidated damages and shall not be construed as a penalty, and may be deducted from payments due the Contractor if such delay occurs. Execution of the Contract shall constitute agreement by the Agency and Contractor that three hundred dollars ($300.00) per day Is the minimum value of costs and actual damages caused by the Contractor to complete the Work within the allotted time. Any progress payments made after the specified completion date shall not constitute a waiver of this paragraph or of any damages. 6- 10 USE OF IMPROVEMENT DURING CONSTRUCTION. The Agency resen/es the right to take over and utilize all or part of any completed facility or appurtenance. The Contractor will be notified in writing in advance of such action. Such action by the Agency will relieve the Contractor of responsibility for injury or damage to said completed portions of the improvement resulting from use by public traffic or from the action of the elements or from any other cause, except Contractor operations or negligence. The Contractor will not be required to reclean such portions of the improvement before field acceptance, except for cleanup made necessary by its operations. Nothing in this section shall be construed as relieving the Contractor from full responsibility for correcting defective work or materials. In the event the Agency exercises its right to place into sen/ice and utilize all or part of any completed facility or appurtenance, the Agency will assume the responsibility and liability for injury to persons or property resulting from the utilization of the facility or appurtenance so placed into service, except for any such injury to persons or property caused by any willful or negligent act or omission by the Contractor, Subcontractor, their officers, employees, or agents. SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7- 1 CONTRACTOR'S EQUIPMENT AND FACILITIES. The Contractor shall furnish and maintain in good condition all equipment and facilities as required for the proper execufion and inspection of the Work. Such equipment and facilities shall meet all requirements of applicable ordinances and laws. Revised 9/11/12 Contract No. 6035 Page 78 of 104 7-2 LABOR. 7-2.1 General. Only competent workers shall be employed on the Work. Any person employed who is found to be incompetent, intemperate, troublesome, disorderly, or othenA/lse objectionable, or who fails or refuses to perform work properly and acceptably, shall be immediately removed from the Work by the Contractor and not be reemployed on the Work. 7-2.2 Laws. The Contractor, its agents, and employees shall be bound by and comply with applicable provisions of the Labor Code and Federal, State, and local laws related to labor. The Contractor shall strictly adhere to the provisions of the Labor Code regarding minimum wages; the 8-hour day and 40-hour week; overtime; Saturday, Sunday, and holiday work; and nondiscriminafion because of race, color, national origin, sex, or religion. The Contractor shall forfeit to the Agency the penalties prescribed in the Labor Code for violations. 7-3 LIABILITY INSURANCE. Insurance shall be required as specified in section 10 of the Public Works Contract. The cost of this insurance shall be included in the Contractor's Bid. 7-4 WORKERS' COMPENSATION INSURANCE. Before execufion of the Contract by the Board, the Contractor shall file with the Engineer the following signed certification: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' com- pensation or to undertake self-insurance in accordance with the provi- sions of that code, and I will comply with such provisions before com- mencing the performance of the work of this contract." The Contractor shall also comply with Section 3800 of the Labor Code by securing, paying for, and maintaining in full force and effect for the duration of the contract, complete Workers' Compensation Insurance, and shall furnish a Certificate of Insurance to the Engineer before execution of the Contract. The Agency, its officers, or employees, will not be responsible for any claims in law or equity occasioned by failure of the Contractor to comply with this paragraph. All compensation insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mall not less than 30 days before expiration or cancellation Is effective. All insurance is to be placed with insurers that are admitted and authorized to conduct business in the state of California and are listed In the official publication of the Department of Insurance of the State of California. Policies issued by the State Compensafion Fund meet the requirement for workers' compensation insurance. 7-5 PERMITS. Except as specified herein the Contractor will obtain, at no cost to the Contractor all City of Carlsbad encroachment, right-of-way, grading and building permits necessary to perform work for this contract on Agency property, streets, or other rights-of-way. Contractor shall not begin work unfil all permits incidental to the work are obtained. The Contractor shall obtain and pay for all permits for the disposal of all materials removed from the project. The cost of said pennit(s) shall be included in the price bid for the appropriate bid Revised 9/11/12 Contract No. 6035 Page 79 of 104 item and no additional compensafion will be allowed therefore. The Contractor shall obtain and pay for all costs Incurred for permits necessitated by its operations such as, but not limited to, those permits required for night work, overioad, blasting, and demolition. For private contracts, the Contractor shall obtain all permits incidental to the Work or made necessary by its operations, and pay all costs incurred by the permit requirements. The Contractor shall pay all business taxes or license fees that are required for the work. 7-6 THE CONTRACTOR'S REPRESENTATIVE. Before starting work, the Contractor shall designate in writing a representative who shall have complete authority to act for it. An alternative representative may be designated as well. The representative or alternate shall be present at the Work site whenever work is in progress or whenever actions of the elements necessitate its presence to take measures necessary to protect the Work, persons, or property. Any order or communicafion given to this representative shall be deemed delivered to the Contractor. A joint venture shall designate only one representative and alternate. In the absence of the Contractor or Its representative, instructions or directions may be given by the Engineer to the superintendent or person in charge of the specific work to which the order applies. Such order shall be complied with promptly and referred to the Contractor or its representative. In order to communicate with the Agency, the Contractor's representative, superintendent, or person in charge of specific work shall be able to speak, read, and write the English language. 7-7 COOPERATION AND COLLATERAL WORK. The Contractor shall be responsible for ascertaining the nature and extent of any simultaneous, collateral, and essential work by others. The Agency, Its workers and contractors and others, shall have the right to operate within or adjacent to the Work site during the performance of such work. The Agency, the Contractor, and each of such workers, contractors and others, shall coordinate their operations and cooperate to minimize interference. The Contractor shall Include in its Bid all costs involved as a result of coordinating its work with others, the Contractor will not be entitled to additional compensation from the Agency for damages resulting from such simultaneous, collateral, and essential work. If necessary to avoid or minimize such damage or delay, the Contractor shall redeploy its work force to other parts of the Work. Should the Contractor be delayed by the Agency, and such delay could not have been reasonably foreseen or prevented by the Contractor, the Engineer will detennine the extent of the delay, the effect on the project, and any extension of time. 7-7.1 Coordination. The Contractor shall coordinate and cooperate with all the utility companies during the relocation or construction of their lines. The Contractor may be granted a time extension if, in the opinion of the Engineer, a delay is caused by the utility company. No addifional compensation will be made to the Contractor for any such delay. 7-8 PROJECT SITE MAINTENANCE. 7-8.1 Cleanup and Dust Control. Throughout all phases of construction, including suspension of work, and until the final acceptance, the Contractor shall keep the site clean and free from rubbish and debris. The Contractor shall also abate dust nuisance by cleaning, sweeping and sprinkling with water, or other means as necessary. The use of water resulting in mud on public streets will not be permitted as a substitute for sweeping or other methods. Revised 9/11/12 Contract No. 6035 Page 80 of 104 When required by the Plans or Specifications, the Contractor shall furnish and operate a self- loading motor sweeper with spray nozzles at least once each working day for the purpose of keeping paved areas acceptably clean wherever construction, Including restoration, is incomplete. Materials and equipment shall be removed from the site as soon as they are no longer necessary. Before the final inspection, the site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be Included in the Contractor's Bid. Care shall be taken to prevent spillage on haul routes. Any such spillage shall be removed immediately and the area cleaned. Excess excavation material from catch basins or similar structures shall be removed from the site immediately. Sufficient material may remain for use as backfill if permitted by the Specifications. Forms and form lumber shall be removed from the site as soon as practicable after stripping. Failure of the Contractor to comply with the Engineer's cleanup orders may result in an order to suspend work until the condition is corrected. No additional compensation will be allowed as a result of such suspension. Cleanup and dust control required herein shall also be executed on weekends and other non-working days when needed to presen/e the health safety or welfare of the public. The Contractor shall conduct effective cleanup and dust control throughout the duration of the Contract. The Engineer may require increased levels of cleanup and dust control that, in his/her sole discretion, are necessary to presen/e the health, safety and welfare of the public. Cleanup and dust control shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefore. 7-8.2 Air Pollution Control. The Contractor shall not discharge smoke, dust, or any other air contaminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority. 7-8.3 Vermin Control. At the time of acceptance, structures entirely constructed under the Contract shall be free of rodents, insects, vermin, and pests. Necessary extermination work shall be arranged and paid for by the Contractor as part of the Work within the Contract time, and shall be performed by a licensed exterminator in accordance with requirements of governing authorities. The Contractor shall be liable for Injury to persons or property and responsible for the elimination of offensive odors resulting from extermination operations. 7-8.4 Sanitation. The Contractor shall provide and maintain enclosed toilets for the use of employees engaged in the Work. These accommodations shall be maintained in a neat and sanitary condition. They shall also comply with all applicable laws, ordinances, and regulations pertaining to public health and sanitafion of dwellings and camps. Wastewater shall not be interrupted. Should the Contractor disrupt existing sewer facilities, sewage shall be conveyed in closed conduits and disposed of in a sanitary sewer system. Sewage shall not be permitted to flow in trenches or be covered by backfill. Revised 9/11/12 Contract No. 6035 Page 81 of 104 7-8.5 Temporary Light, Power, and Water. The Contractor shall furnish, install, maintain, and remove all temporary light, power, and water at its own expense. These include piping, wiring, lamps, and other equipment necessary for the Work. The Contractor shall not draw water from any fire hydrant (except to extinguish a fire), without obtaining permission from the water agency concerned. The Contractor shall obtain a construction meter for water used for the construction, plant establishment, maintenance, cleanup, testing and all other work requiring water related to this contract. The Contractor shall contact the appropriate water agency for requirements. The Contractor shall pay all costs of temporary light, power and water including hookup, service, meter and any, and all, other charges, deposits and/or fees therefore. Said costs shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefore. 7-8.6 Water Pollution Control. The Contractor shall exercise every reasonable precaution to protect channels, storm drains, and bodies of water from pollution. It shall conduct and schedule operations so as to minimize or avoid muddying and silting of said channels, drains, and waters. Water pollution control work shall consist of constructing those facilities which may be required to provide prevention, control, and abatement of water pollution. The Contractor shall comply with applicable City and California State Water Resources Control Board (SWRCB) permits and regulations for Discharges of Stormwater Runoff associated with Construction Activity (General Permit) and subsequent adopted modifications and with all requirements of the Storm Water Pollution Prevention and Monitoring Plans for this project in accordance with these regulations. 7-8.7 Drainage Control. The Contractor shall maintain drainage within and through the work areas. Earth dams will not be permitted in paved areas. Temporary dams of sandbags, asphaltic concrete, or other acceptable material will be permitted when necessary. Such dams shall be removed from the site as soon as their use is no longer necessary. 7-8.8 Noise Control. All internal combustion engines used in the construction shall be equipped with mufflers In good repair when in use on the project with special attention to the City Noise Control Ordinance, Carisbad Municipal Code Chapter 8.48. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS. The Contractor shali be responsible for the protection of public and private property adjacent to the Work and shall exercise due caution to avoid damage to such property. The Contractor shall repair or replace all existing Improvements within the right-of-way which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, signs, utility installations, pavement, structures, etc.) which are damaged or removed as a result of its operations. When a portion of a sprinkler system within the right-of-way must be removed, the remaining lines shall be capped. Repairs and replacements shall be at least equal to exisfing improvements and shall match them in finish and dimension. Maintenance of street and traffic signal systems that are damaged, temporarily removed or relocated shall be done In conformance with 307-1.5. Trees, lawns, and shrubbery that are not to be removed shall be protected from damage or injury. If damaged or removed due to Contractor's operations, they siiall be restored or replaced Revised 9/11/12 Contract No. 6035 Page 82 of 104 in as nearly the original condition and location as is reasonably possible. Lawns shall be reseeded and covered with suitable mulch. The Contractor shall give reasonable notice to occupants or owners of adjacent property to permit them to salvage or relocate plants, trees, fences, sprinklers, and other Improvements, within the right-of-way which are designated for removal and would be destroyed because of the Work. All costs to the Contractor for protecting, removing, and restoring existing improvements shall be included in the Bid. 7-10 PUBLIC CONVENIENCE AND SAFETY. The Contractor shall install the required new replacement sign immediately upon removal of the existing sign. In no case shall streets remain unidentifiable, due to lack of signage, for a period of time longer than it takes to remove and replace the sign. 7-10.1 Traffic and Access. The Contractor's operafions shall cause no unnecessary inconvenience. The access rights of the public shall be considered at all fimes. Unless OthenA/ise authorized, traffic shall be permitted to pass through the Work, or an approved detour shall be provided. Safe and adequate pedestrian and vehicular access shall be provided and maintained to: fire hydrants; commercial and industrial establishments; churches, schools and parking lots; sen/ice stations and motels; hospitals; police and fire stations; and establishments of similar nature. Access to these facilities shall be continuous and unobstructed unless othenA/ise approved by the Engineer. Safe and adequate pedestrian zones and public transportation stops, as well as pedestrian crossings of the Work at inten/als not exceeding 90 m (300 feet), shall be maintained unless OthenA/ise approved by the Engineer. Vehicular access to residential driveways shall be maintained to the property line except when necessary construction precludes such access for reasonable periods of time. If backfill has been completed to the extent that safe access may be provided, and the street is opened to local traffic, the Contractor shall immediately clear the street and driveways and provide and maintain access. The Contractor shall cooperate with the various parties involved in the delivery of mall and the collection and removal of trash and garbage to maintain existing schedules for these services. The Contractor shall Include in its Bid all costs for the above requirements. 7-10.2 Storage of Equipment and Materials in Public Streets. Construction materials shall not be stored in streets, roads, or highways. 7-10.3 Construction Area Signs and Control Devices. All construction traffic signs and control devices shall be maintained throughout the duration of work in good order and according to the approved traffic control plan 7-10.3.1 Traffic Control System for Lane Closure. A traffic control system consists of closing traffic lanes or pedestrian walkways in accordance with the details shown on the plans, Revised 9/11/12 Contract No. 6035 Page 83 of 104 California Manual on Uniform Traffic Control Devices (FHWA MUTCD 2003 Revision 1, as amended for use in California) and provisions under "Maintaining Traffic" elsewhere in these Provisions. The provisions in this section will not relieve the Contractor from its responsibility to provide such additional devices or take such measures as may be necessary to maintain public safety. When lanes are closed for only the duration of work periods, all components of the traffic control system, except portable delineators placed along open trenches or excavation adjacent to the traveled way, shall be removed from the traveled way and shoulder at the end work period. If the Contractor so elects, said components may be stored at selected central locations, approved by the Engineer, within the limits of the right-of-way. 7-10.3.2 Preparation of New, or Modifications and Additions to Existing, Traffic Control Plan Sheets. If no traffic control plans (TCP) or Traffic Control Staging plans (TCP) are included in the project plans, or If the Contractor elects to modify TCP included in the project plans, the Contractor shall have such new or modified TCP prepared and submitted as a part of the Work for any and all construction activities that are located within the public right-of-way. The Contractor shall have TCP prepared and submitted as a part of the Work for any construction activities that are a part of this project that are not included in the project plans. The Contractor must submit the TCP for the Engineer's review in conformance with the requirements of Section 2-5.3, et seq. and obtain the Engineer's approval of the TCP prior to implementing them. The minimum 20-day review period specified in Section 2-5.3.1 for shop drawings and submittals shall pertain to each submittal of TCP, new, modified or added to, for the Engineer's review. The TCP shall meet the requirements of the Engineer and the California Manual on Uniform Traffic Control Devices, latest edition. The TCP shall be prepared by a registered professional engineer appropriately registered in the State of California. 7-10.3.3 Payment The Contractor shall prepare and Implement traffic control pians and shall furnish ail labor and materials to perform, Install, maintain, replace and remove all traffic control as incidentals to the work with which they are associated and no other compensation will be allowed therefore. 7-10.4 Safety. 7-10.4.1 Safety Orders. The Contractor shall have at the Work site, copies or suitable extracts of: Construction Safety Orders, Tunnel Safety Orders and General Industry Safety Orders issued by the State Division of Industrial Safety. The Contractor shall comply with provisions of these and all other applicable laws, ordinances, and regulations. Before excavating any trench 5 feet or more in depth, the Contractor shall submit a detailed plan to the Agency showing the design of shoring, bracing, sloping, or other provisions to be made for the workers' protection from the hazard of caving ground during tiie excavation of such trench. If the plan varies from the shoring system standards, the plan shall be prepared by a registered Civil Engineer. No excavation shall start until the Engineer has accepted the plan and the Contractor has obtained a permit from the State Division of Industrial Safety. A copy of the permit shall be submitted to the Engineer. Payment for performing all work necessary to provide safety measures shall be included in the prices bid for other items of work except where separate bid items for excavation safety are provided, or required by law. Revised 9/11 /12 Contract No. 6035 Page 84 of 104 7-10.4.2 Use of Explosives. Explosives may be used only when authorized in wrifing by the Engineer, or as othenA/ise stated in the Specificafions. Explosives shall be handled, used, and stored In accordance with all applicable regulations. The Engineer's approval of the use of explosives shall not relieve the Contractor from liability for claims caused by blasting operations. 7-10.4.3 Special Hazardous Substances and Processes. Materials that contain hazardous substances or mixtures may be required on the Work. A Material Safety Data Sheet as described in Secfion 5194 of the California Code of Regulations shall be requested by the Contractor from the manufacturer of any hazardous products used. Material usage shall be accomplished with strict adherence to California Division of Industrial Safety requirements and all manufacturer warnings and application instructions listed on the Material Safety Data Sheet and on the product container label. The Contractor shall notify the Engineer if a specified product cannot be used under safe conditions. 7-10.4.4 Safety and Protection of Workers and Public. The Contractor shall take all necessary precautions for the safety of employees on the work and shall comply with all applicable provisions of Federal, State and Municipal safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the premises where the work is being performed. The Contractor shall erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workers and public, and shall use danger signs warning against hazards created by such features of construction as protruding nails, hoists, well holes, and falling materials. 7-11 PATENT FEES OR ROYALTIES. The Contractor shall absorb In Its Bid the patent fees or royalties on any patented article or process furnished or used in the Work. The Contractor shall indemnify and hold the Agency harmless from any legal action that may be brought for Infringement of patents. 7-12 ADVERTISING. The names, addresses and specialties of Contractors, Subcontractors, architects, or engineers may be displayed on removable signs. The size and location shall be subject to the Engineer's approval. Commercial advertising matter shall not be attached to or painted on the surfaces of buildings, fences, canopies, or barricades. 7-13 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of State and National laws and County and Municipal ordinances and regulations which in any manner affect those employed in the Work or the materials used in the Wori< or in any way affect the conduct of the Work. The Contractor shall at all times obsen/e and comply with such laws, ordinances, and regulations. Municipal ordinances that affect this work include Chapter 11.06. Excavation and Grading. If this notice specifies locations or possible materials, such as borrow pits or gravel beds, for use in the proposed construction project which would be subject to Section 1601 or Section 1603 of the Fish and Game Code, the conditions established pursuant to Section 1601 et seq. of the Fish and Game Code shall become conditions of the contract. Revised 9/11/12 Contract No. 6035 Page 85 of 104 7- 14 ANTITRUST CLAIMS. Section 7103.5 of the Public Contract Code provides: "In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec 15) or Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or subcontract. The assignment shall be made and become effecfive at the time the awarding body tenders final payment to the contractor, without further acknowledgment of the parties." SECTION 8- MEASUREMENT AND PAYMENT 8- 1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK. 8-1.1 General. Unless othenA/ise specified, quantities of work shall be determined from measurements or dimensions in horizontal planes. However, linear quantities of pipe, piling, fencing and timber shall be considered as being the true length measured along longitudinal axis. Unless OthenA/ise provided in Specifications, volumetric quantities shall be the product of the mean area of vertical or horizontal sections and the Intervening horizontal or vertical dimension. The planlmeter shall be considered an instrument of precision adapted to measurement of all areas. 8-1.2 Methods of Measurement. Materials and Items of work which are to be paid for on basis of measurement shall be measured in accordance with methods stipulated In the particular sections involved. 8-1.3 Certified Weights. When payment is to be made on the basis of weight, the weighing shali be done on certified platform scales or, when approved by the Engineer, on a completely automated weighing and recording system. The Contractor shall furnish the Engineer with duplicate licensed weighmaster's certificates showing actual net weights. The Agency will accept the certificates as evidence of weights delivered. 8-1.4 Units of Measurement. The system of measure for this contract shall be the U.S. Standard Measures. 8-2 LUMP SUM WORK. Items for which quantities are indicated "Lump Sum", "L.S.", or "Job", shall be paid for at the price indicated in the Bid. Such payment shali be fuil compensation for the items of work and all work appurtenant thereto. When required by the Specifications or requested by the Engineer, the Contractor shall submit to the Engineer within 15 days after award of Contract, a detailed schedule In triplicate, to be used only as a basis for determining progress payments on a lump sum contract or designated lump sum bid item. This schedule shall equal the lump sum bid and shall be in such form and sufficiently detailed as to satisfy the Engineer that It correctly represents a reasonable apportionment of the lump sum. Revised 9/11 /12 Contract No. 6035 Page 86 of 104 8-3 PAYMENT 8-3.1 General. The quantities listed in the Bid schedule will not govern final payment. Payment to the Contractor will be made only for actual quantities of Contract items constructed in accordance with the Plans and Specifications. Upon completion of construction, if the actual quantities show either an increase or decrease from the quantities given in the Bid schedule, the Contract Unit Prices will prevail subject to the provisions of Section 3-2.2.1. The unit and lump sum prices to be paid shall be full compensation for the items of work and all appurtenant work, including furnishing all materials, labor, equipment, tools, and incidentals. Payment will not be made for materials wasted or disposed of in a manner not called for under the Contract. This includes rejected material not unloaded from vehicles, material rejected after it has been placed, and material placed outside of the Plan lines. No compensation will be allowed for disposing of rejected or excess material. Payment for work performed or materials furnished under an Assessment Act Contract will be made as provided in particular proceedings or legislative act under which such contract was awarded. Whenever any portion of the Work is performed by the Agency at the Contractor's request, the cost thereof shall be charged against the Contractor, and may be deducted from any amount due or becoming due from the Agency. Whenever immediate action is required to prevent injury, death, or property damage, and precautions which are the Contractor's responsibility have not been taken and are not reasonably expected to be taken, the Agency may, after reasonable attempt to notify the Contractor, cause such precautions to be taken and shall charge the cost thereof against the Contractor, or may deduct such cost from any amount due or becoming due from the Agency. Agency action or inaction under such circumstances shall not be construed as relieving the Contractor or its Surety from liability. Payment shall not relieve the Contractor from its obligations under the Contract; nor shall such payment be construed to be acceptance of any of the Work. Payment shall not be construed as the transfer of ownership of any equipment or materials to the Agency. Responsibility of ownership shall remain with the Contractor who shall be obligated to store any fully or partially completed work or structure for which payment has been made; or replace any materials or equipment required to be provided under the Contract which may be damaged, lost, stolen or OthenA/ise degraded in any way prior to acceptance of the Work, except as provided in Section 6-10. Guarantee periods shall not be affected by any payment but shall commence on the date of recordafion of the "Notice of Completion." If, within the time fixed by law, a properly executed notice to stop payment is filed with the Agency, due to the Contractor's failure to pay for labor or materials used in the Work, ali money due for such labor or materials will be withheld from payment to the Contractor in accordance with applicable laws. At the expiration of 35 days from the date of acceptance of the Work by the Board, or as prescribed by law, the amount deducted from the final estimate and retained by the Agency will Revised 9/11/12 Contract No. 6035 Page 87 of 104 be paid to the Contractor except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Contract to be further retained. 8-3.2 Partial and Final Payment. The Engineer will, after award of Contract, establish a closure date for the purpose of making monthly progress payments. The Contractor may request in writing that such monthly closure date be changed. The Engineer may approve such request when it is compatible with the Agency's payment procedure. Each month, the Engineer will make an approximate measurement of the work performed to the closure date as basis for making monthly progress payments. The estimated value will be based on contract unit prices, completed change order work and as provided for in Section 9-2 of these General Provisions. Progress payments shall be made no later than thirty (30) calendar days after the closure date. Five (5) working days following the closure date, the Engineer shall complete the detailed progress pay estimate and submit it to the Contractor for the Contractor's information. Should the Contractor assert that additional payment is due, the Contractor shall within ten (10) days of receipt of the progress estimate, submit a supplemental payment request to the Engineer with adequate justification supporting the amount of supplemental payment request. Upon receipt of the supplemental payment request, the Engineer shall, as soon as practicable after receipt, detennine whether the supplemental payment request Is a proper payment request. If the Engineer determines that the supplemental payment request Is not proper, then the request shall be returned to the Contractor as soon as practicable, but not later than seven (7) days after receipt. The returned request shall be accompanied by a document setting forth in writing the reasons why the supplemental payment request was not proper. In confonnance with Public Contract Code Section 20104.50, the City shall make payments within thirty (30) days after receipt of an undisputed and properly submitted supplemental payment request from the Contractor. If payment of the undisputed supplemental payment request Is not made within thirty (30) days after receipt by the Engineer, then the City shall pay Interest to the Contractor equivalent to the legal rate set forth in subdivision (a) of Section 685.010 of the Code of Civil Procedure. From each progress estimate, 10 percent will be deducted and retained by the Agency, and the remainder less the amount of all previous payments will be paid. After 50 percent of the Work has been completed and if progress on the Work is satisfactory, the deduction to be made from remaining progress estimates and from the final estimate may be limited to $500 or 10 percent of the first half of total Contract amount, whichever is greater. No progress payment made to the Contractor or its sureties will constitute a waiver of the liquidated damages under 6-9. As provided in Section 22300 of the California Public Contract Code, the Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the Contract. After final inspection, the Engineer will make a Final Payment Esfimate and process a corresponding payment. This estimate will be in writing and shall be for the total amount owed the Contractor as determined by the Engineer and shall be itemized by the contract bid item and change order Item with quantities and payment amounts and shall show all deductions made or to be made for prior payments and amounts to be deducted under provisions of the contract. All prior estimates and progress payments shall be subject to correction in the Final Payment Estimate. ^""^ The Contractor shall have 30 calendar days from receipt of the Final Payment Estimate to make w^' Revised 9/11/12 Contract No. 6035 Page 88 of 104 written statement disputing any bid item or change order item quantity or payment amount. The Contractor shall provide all documentation at the time of submitting the statement supporting its position. Should the Contractor fail to submit the statement and supporting documentation within the time specified, the Contractor acknowledges that full and final payment has been made for all contract bid items and change order items. If the Contractor submits a written statement with documentation in the aforementioned time, the Engineer will review the disputed item within 30 calendar days and make any appropriate adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by the Engineer will be subject to resolution as specified in Section 3-5, Disputed Work. The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said disputed items. The Engineer will consider the merits of the Contractor's claims. It will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying payment for the disputed items. 8-3.2.1 Payment for Claims. Except for those final payment items disputed in the written statement required in Section 9-3.2 all claims of any dollar amount shall be submitted in a written statement by the Contractor no later than the date of receipt of the final payment estimate. Those final payment items disputed in the written statement required in Section 9-3.2 shall be submitted no later than 30 days after receipt of the Final Payment estimate. No claim will be considered that was not included in this written statement, nor will any claim be allowed for which written notice or protest is required under any provision of this contract including Sections 3-4 Changed Conditions, 3-5 Disputed Work, 6-6.3 Payment for Delays to Contractor, 6-6.4 Written Notice and Report, or 6-7.3 Contract Time Accounting, unless the Contractor has complied with notice or protest requirements. The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said claims. The Engineer will consider and detennine the Contractor's claims and it will be the responsibility of the Contractor to furnish within a reasonable time such further infonnation and details as may be required by the Engineer to determine the facts or contenfions involved in Its claims. Failure to submit such information and details will be sufficient cause for denying the claims. Payment for claims shall be processed within 30 calendar days of their resolution for those claims approved by the Engineer. The Contractor shall proceed with infonnal dispute resolution under Section 3-5, Disputed Work, for those claims remaining in dispute. 8-3.3 Delivered Materials. The cost of materials and equipment delivered but not Incorporated Into the work will not be included in the progress estimate. 8-3.4 Mobilization. When a bid item is included in the Proposal form for mobilization and subject to the conditions and limitations in the Specifications, the costs of work in advance of construction operations and not directly attributable to any specific bid item will be included in the progress estimate. When no such bid item is provided, payment for such costs will be considered to be Included in the other items of work. 8-3.4.1 Mobilization and Preparatory Work. Payment for mobilization and preparatory Work will be included In the various items of work and no other payment will be made. Revised 9/11/12 Contract No. 6035 Page 89 of 104 8-4 BID ITEMS. Payment for each Bid Item shall be made at the quantity and type as listed in the Contractor's Proposal. All work shown or mentioned on the plans, in the Contract Documents, General Provisions, or Technical Provisions/Specifications shall be considered as included in the Bid Items. Contractor must protect existing utilities, improvements, landscaping, irrigation systems, and vegetation in place. If damaged during the work, Contractor is responsible to repair or replace any utilities, improvements, landscaping, irrigation systems, and vegetation at his expense. A-1 Remove 2789 existing sign(s) from pole and install new street name sign(s) with 8" blank street name sign(s). Bid item includes providing all labor, equipment, and materials necessary to design and manufacture new street name sign, removal of existing street name sign, removal of existing hardware supporting individual signs, installation of new hardware, installation of new street name sign, delivery of removed street name sign and hardware to the city yard at 405 Oak Ave, imputing dimensions and replacement date Into the required program. Payment for all labor, equipment, and material shall be made based on the total square footage, rounded to the nearest 100* of a square foot, of all signs installed. For example, a 30" long sign will measured as 1.67 square feet. A-2 Remove 1201 existing sign(s) from pole and install new street name signs with 10.5" sign blank street name sign(s). Bid item includes providing all labor, equipment, and materials necessary to design and manufacture new street name sign, removal of existing street name sign, removal of existing hardware supporting individual signs, installation of new hardware. Installation of new street name sign, delivery of removed street name sign and hardware to the city yard at 405 Oak Ave, imputing dimensions and replacement date into the required program. Payment for all labor, equipment, and material shall be made based on the total square footage, rounded to the nearest 100* of a square foot, of all signs installed. For example, a 42" long sign will be measured as 3.06 square feet. A-3 PanasonicToughbook CF-19 Tablet Laptop. Bid item includes providing all labor, equipment, and materials necessary to purchase required PanasonicToughbook CF-19 Tablet Laptop, purchase of software required to be compatible to the city's current inventory program, deliver laptop to the city for uploading of city required files and programs Input sign data as required, turn over and deliver laptop to city upon completion of the project. A-4, A-5, A-7 through A-11 Bid Items includes providing all labor, equipment, and materials necessary to purchase and install ali required MDSolutions Inc. mounting hardware on existing poles with new signs as required by the contract. A-6 Bid items includes providing all labor, equipment, and materials necessary to purchase and install all required MDSolutions Inc. mounting hardware on existing poles with new signs as required by the contract. B-1 Remove two hundred twenty two (222) existing 6' x 18" sign from pole and install new street name sign. Bid item includes providing all labor equipment and materials necessary to design and manufacture new McCain Inc., flush mount type street name sign in accordance to city specifications, disconnect electrical cord from signal mast arm junction box or elbow and safe off electrical feed wires and conceal In junction fitting, removal and disposal of existing street name sign, removal and disposal of existing hardware and brackets from mast arm, installation of PeIco articulating Astro-Brac bracket and tube assembly (stainless steel upgrade) on mast arm with band straps. Installation of sign to formed tube with stainless steel hardware, level sign and tighten all hardware evenly and securely Payment for all labor. Revised 9/11 /12 Contract No. 6035 Page 90 of 104 equipment, and material shall be made based on the total square footage, rounded to the nearest 100* of a square foot, of all signs installed. B-2 Remove two hundred six (206) existing 8' x 18" signs from pole and install new street name sign. Bid item includes providing all labor equipment and materials necessary to design and manufacture new McCain Inc., flush mount type street name sign in accordance to city specifications, disconnect electrical cord from signal mast arm junction box or elbow and safe off electrical feed wires and conceal in junction fitting, removal and disposal of existing street name sign, removal and disposal of existing hardware and brackets from mast arm, installation of PeIco articulating Astro-Brack bracket and tube assembly (stainless steel upgrade) on mast arm with band straps, installation of sign to formed tube with stainless steel hardware, level sign and tighten all hardware evenly and securely. Payment for all labor, equipment, and material shall be made based on the total square footage, rounded to the nearest 100* of a square foot, of all signs installed. B-3 Remove thirty-four (34) existing 6' or 8' oversize sign (30" height) from pole and replace with new oversize street name sign. Bid item includes providing all labor equipment and materials necessary to design and manufacture new McCain Inc., flush mount type street name sign in accordance to city specifications, disconnect electrical cord from signal mast arm junction box or elbow and safe off electrical feed wires and conceal in junction fitting, removal and disposal of existing street name sign, removal and disposal of existing hardware and brackets from mast arm, installation of PeIco articulating Astro-Brac double bracket and angled formed tube assemblies on mast arm with band straps, installation of sign to formed tube with stainless steel hardware, level sign and tighten ali hardware evenly and securely Payment for all labor, equipment, and material shall be made based on the total square footage, rounded to the nearest 100* of a square foot, of all signs installed. Revised 9/11/12 Contract No. 6035 Page 91 of 104 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 2, CONSTRUCTION MATERIALS SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE TABLE 201-1.1.2(A) Modify as follows: TABLE 201-1.1.2(A)'^l PORTLAND CEMENT CONCRETE Type of Construction Concrete Class Maximum Slump mm (Inches) All Concrete Used Within the RIght-of-Way 330-C-23 (560-0-3250)^^) (2) (1) Except that concrete required to be of higher strength by Table 2C 1-1.1.2(A) SSPWC shall be as per Table 201 -1.1.2(A) SSPWC. (2) As per Table 201 -1.1.2(A) SSPWC. 201-1.2 Materials. 201-1.2.4 Chemical Admixtures, (e) Air-Entraining Admixtures. Substitute the following: The air content shall not deviate from the percentage specified or permitted by more than 1-1/2 ^^n^i^ percentage points Method No. 504. The air content of freshly mixed concrete will be determined by California Test SECTION 206 - MISCELLANEOUS METAL ITEMS Add the following section: 206-7 TRAFFIC SIGNS. 206-7.1 Roadside Signs. This work shall consist of furnishing and installing roadside signs in accordance with details shown on the plans, the Califomia Sign Specifications and these special provisions. Permanent and temporary signs shall be free from blemishes that may affect the serviceability and detract from the general sign color and appearance when viewing during daytime and nighttime from a distance of 25 feet. The face of each finished sign shali be uniform, flat, smooth, and free of defects, scratches, wrinkles, gel, hard spots, streaks, extrusion marks, and air bubbles. The front, back and edges of the sign panels shali be free of router chatter marks, bums, sharp edges, loose rivets, delamlnated skins, excessive adhesive overspray, and aluminum marks. 206-7.1.2 Sign Identification. The following notafion shall be placed on the lower right side of the back of each sign where the notation shall not be blocked by the sign post or frame: A. PROPERTY OF THE CITY OF CARLSBAD, B. Name of the sign manufacturer, C. Month and year of fabrication, D. Type of retroreflective sheeting, and E. Manufacturer's identification and lot number of retroreflective sheeting. Revised 9/11/12 Contract No. 6035 Page 92 of 104 "'''^mi^ The above notation shall be applied directly to the aluminum sign panels In 1/4-inch upper case letters and numerals by die-stamp and applied by similar method to the fiberglass reinforced plastic signs. Painting, screening, or engraving of the notation will not be allowed. The notation shall be applied without damaging the finish of the sign. 206-7.1.3 Drawings. Standard signs shall be as per the most recently approved California Sign Specifications. The date of approval shall be the date most closely preceding the date of manufacture of the sign(s) or the date of the "Notice to Proceed" of this contract, whichever is most recent. 206-7.1.4 Reflective Sheeting. All advisory signs, warning signs and all regulatory signs shall be fabricated with Type IV prismatic sheeting (High Intensity Prismatic or equivalent) or Type IX prismafic cube lens sheeting (Diamond Grade VIP or equivalent) in accordance to ASTM Designation D4956 and conforming to the requirements of these special provisions. 206-7.1.5 Sign Panel. Sign panels shall be fabricated from sheet aluminum in accordance with ASTM Designation B209. Sheet aluminium shall be pretreated in accordance to ASTM Designation B449. The surface of sheet aluminum shall be cleaned, deoxidized, and coated with a light and tightly adherent chromate conversion coating free of powdery residue. The conversion coating shall be Class 2 with a mass between 10 milligrams per square foot. Following the cleaning and coafing process, the sheet aluminum shall be protected from exposure to grease, oils, dust, and contaminants. Sheet aluminum shall be free of buckles, warps, dents, cockles, burrs, and defects resulting from fabrication. 206-7.1.6 Mounting Traffic Signs. Traffic signs shall be installed on 10-gage or 12-gage cold- rolled steel perforated tubing posts as shown on San Diego Regional Standard drawing M-45 or, when the sign area exceeds the maximum area allowed for on that drawing, on multiple 10-gage or 12-gage cold-rolled steel perforated tubing posts. The number of posts shall be determined by the parameters in SDRS drawing M-45 or as approved by the Engineer. Traffic signs will be provided with back braces and mounting blocks as approved by the Engineer consisting of 10-gage or 12-gage cold-rolled steel perforated tubing when multiple posts are used. 206-7.1.6 Traffic Sign Posts. Posts shall be constructed of 10-gage or 12-gage cold-rolled steel perforated tubing posts as shown on San Diego Regional Standard drawing M-45. 206-7.2 Temporary Traffic Signs. Temporary traffic signs shall consist of all signs used for the direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic during the Contractor's perfonnance of the Work. Temporary traffic signs include both stationary and portable signs. 206-7.2.1 General. This work shall consist of furnishing and installing temporary signs in accordance with details shown on the pians, the California Sign Specifications and these special provisions. Permanent and temporary signs shall be free from blemishes that may affect the sen/iceability and detract from the general sign color and appearance when viewing during daytime and nighttime from a distance of 25 feet. The face of each finished sign shall be uniform, flat, smooth, and free of defects, scratches, wrinkles, gel, hard spots, streaks, extrusion marks, and air bubbles. The front, back and edges of the sign panels shall be free of router chatter marks, burns, sharp edges, loose rivets, delamlnated skins, excessive adhesive overspray, and aluminum marks. 206-7.2.2 Drawings. Standard signs shall be as per the most recently approved California Sign Specifications. The date of approval shall be the date most closely preceding the date of manufacture of the sign(s) or the date of the "Notice to Proceed" of this contract, whichever is most recent. Revised 9/11/12 Contract No. 6035 Page 93 of 104 206-7.2.3 Reflective Sheeting. All advisory signs, warning signs and all regulatory signs shall be fabricated with Type IV prismatic sheeting (High Intensity Prismatic or equivalent) or Type IX prismatic cube lens sheeting (Diamond Grade VIP or equivalent) in accordance to ASTM Designation D4956 and conforming to the requirements of these special provisions. 206-7.2.4 Sign Panel. Sign panels shall be fabricated from sheet aluminum In accordance with ASTM Designation B209. Sheet aluminum shall be pretreated in accordance to ASTM Designation B449. The surface of sheet aluminum shall be cleaned, deoxidized, and coated with a light and tightly adherent chromate conversion coating free of powdery residue. The conversion coating shall be Class 2 with a mass between 10 milligrams per square foot. Following the cleaning and coating process, the sheet aluminum shall be protected from exposure to grease, oils, dust, and contaminants. Sheet aluminum shall be free of buckles, warps, dents, cockles, burrs, and defects resulting from fabrication. 206-7.2.5 Stationary Mounted Temporary Traffic Signs. Stationary mounted temporary traffic signs shall be Installed on 10-gage and 12-gage cold-rolled steel perforated tubing posts In the same manner shown on the State of California, Department of Transportation Standard Plans RSI, RS2, RS3 and RS4 for installation of roadside signs, except as follows: a) Wood posts shall not be used. b) Back braces and blocks for sign panels will not be required. c) The height to the bottom of the sign panel above the edge of traveled way shall be at least 2.1 m (7'). d) Unless othenA/ise shown on the plans traffic sign posts shall conform in materials and installation to SDRS drawing M-45 and shall have one post provided for each 0.48 m^ (5ft^)of sign area, or the signs may be installed on existing lighting standards when approved by the Engineer. e) Sign panels mounted on temporary traffic sign posts shall confonn to the requirements of these special provisions. 206-7.2.6 Temporary Traffic Sign Posts. Posts shall be 10-gage or 12-gage cold-rolled steel perforated tulDing used for the support and stabilization of stationary mounted temporary signs. Post size and number of posts shall be as shown on the plans, except that when stationary mounted signs are installed and the type of sign installation is not shown on the plans, post size and the number of posts will be detennined by the Engineer. Sign panels for stationary mounted signs shall consist of refiectlve sheeting applied to a sign substrate. 206-7.2.7 Portable Temporary Traffic Signs. Each portable temporary traffic sign shall consist of a base, standard or framework and a sign panel. The units shall be capable of being delivered to the site of use and placed in immediate operation. Sign panels for portable signs shall conform to the requirements of these special provisions, or shall be cotton drill fabric, flexible industrial nylon fabric, or other approved fabric. Fabric signs shall not be used during the hours of darkness. Size, color, and legend requirements for portable signs shall be as described for stationary mounted sign panels in section 206-7.2 of these special provisions. The height to the bottom of the sign panel above the edge of traveled way shall be at least 0.3-m (12"). All parts of the sign standard or framework shall be finished with 2 applications of orange enamel which will match the color of the sign panel background. Testing of paint will not be required. Add the following section: 206-8 LIGHT GAGE STEEL TUBING AND CONNECTORS. Add the following section: 206-8.1 General. This Section pertains to 10-gage and 12-gage cold-rolled steel perforated tubing used for the support and stabilization of signs. All shapes shall have a galvanized finish and shall be cold-roll-formed steel conforming to ASTM Designation A-446, Grade A. Galvanizing shall conform to ASTM A-525, Designation G-90. Galvanizing shall be performed after all forming and punching Revised 9/11 /12 Contract No. 6035 Page 94 of 104 operations have been completed. Cold-rolled steel perforated tubing shall be perforated on all four faces with 11 mm (7/16") holes on 25 mm (1") centers. Add the following section: 206-8.2 Tolerances. Wall thickness tolerance shall not exceed 4-0.28 mm, -0.13 mm (-1-0.011", -0.005"). Convexity and concavity measured In the center of the flat side shall not exceed a tolerance of -1-0.25 mm (-i-O.OlO") applied to the specific size determined at the corner. Straightness tolerance variation shall not exceed 1.6 mm in 1 m (1/16 " in 3'). Tolerance for corner radius is 4.0mm (5/32"), plus or minus 0.40 mm (1/64"). Weld flash on corner-welded square tubing shall permit 3.60 mm (9/64") radius gage to be placed in the corner. Using 10-gage or 12-gage square tube, consecutive size tubes shall telescope freely for 3.1m (10'). Tolerance on hole size Is plus or minus 0.40 mm (1/64") on a size. Tolerance on hole spacing is plus or minus 3.2 mm in 6.1 m (1/8" in 20'). In addition, for the following specific sizes of light gage steel tubing, dimensional tolerances shall not exceed those listed in tables 206-8.2 (A) and 206-8.2(B). TABLE 206-8.2(A) LIGHT GAGE STEEL TUBING SIZE TOLERANCE Nominal Outside Dimensions Outside Tolerance for All Sides at Corners mm (inches) mm (Inches) 25x25 (1x1) 0.13 0.005 32x32 (IV4XIV4) 0.15 0.006 38 X 38 (IV2XIV2) 0.15 0.006 44x44 (1%x1%) 0.20 0.008 51 x51 (2x2) 0.20 0.008 56x56 (2"/i6x2'*/i6) 0.25 0.010 57x57 (2V4X2V4) 0.25 0.010 64x64 (2Vpx2V2) 0.25 0.010 51 x76 (2x3) 0.25 0.010 TABLE 206-8.2(B) Nominal Outside Dimension mm (Inches) Squareness^^' mm (Inches) Twist Pennissible in 900 mm (3") mm^^) (Inches)^^) 25x25 (1x1) 0.15 0.006 1.3 0.050 32x32 (I-V4XI-V4) 0.18 0.007 1.3 0.050 38x38 (I-V2XI-V2) 0.20 0.009 1.3 0.050 44x44 (1-%x1-%) 0.25 0.010 1.6 0.062 51 x51 (2x2) 0.30 0.012 1.6 0.062 56x56 (2-"/i6x2-=^/i6) 0.36 0.014 1.6 0.062 57x57 (2-V4X2-V4) 0.36 1.014 1.6 0.062 64x64 (2-V2X2-V2) 0.38 0.015 1.9 0.075 51 x76 (2x3) 0.46 0.018 1.9 0.075 Tubing may have its sides failing to be 90 degrees to each other by the tolerance listed. Twist is measured by holding down the edge of one end of a square tube on a surface plate with the bottom side of the tube parallel to the surface plate, and noting the height that either corner on the opposite end of the bottom side is above the surface plate. Add the following section: Revised 9/11/12 Contract No. 6035 Page 95 of 104 206- 8.3 Fasteners. Fasteners used to assemble cold-rolled steel perforated tubing shall be steel "pull-through" electrogalvanized rivets with 9.5 mm (3/8") diameter shank, 22 mm (7/8") diameter head, and a grip range of from 5 mm (0.200") to 0.90 mm (0.356"). The fasteners shall conform to ASTM B-633, Type III SECTION 207 - PIPE 207- 9 IRON PIPE AND FITTINGS 207-9.2.2 Pipe Joints Unless othenA/ise shown on the Plans, all joints shall be the push-on type joint. Joints and accessories shall confonn to the requirements and dimensions specified in ANSI A21.11, AWWA 0111. Rubber gasket material shall conform to 208-1.2 and AWWA 0111 and ANSI A21.11-90. 207-9.2.3 Fittings. Add the following: Ductile iron pipe and fittings shall be manufactured in accordance with ANSI 21.50, AWWA 0150 and ANSI 21.51, AWWA 0151, and shall be of the size and thickness classes shown on the Plans. Unless othenA/ise specified, size 4-inches through 6-inches DIP shall be thickness Class 52, while size 8-inches and larger shall be thickness Class 50. 207-9.2.4 Lining and Coating. Replace with the following: Unless othenA/ise specified, all iron pipe and fittings shall be lined with double thickness, cement motor lining with cement conforming to ASTM 0150 Type li, AWWA C104/A21.4.90 and outside coating of bituminous coating a minimum of 2 mils, thick in accordance with AWWA 0151 or 0100. 207-10 STEEL PIPE add the following: 207-10.1 General Fabricated Steel Pipe and Fittings shall conform In all respects to Carlsbad Municipal Water District Rules and Regulations for Construction of (Potable or Reclaimed) Water Mains, latest edition. 207-10.1.2 Submittals. The Contractor shall furnish submittals in accordance with Section 2-5.3, Submittals Shop Drawings. Submittals are required for the following: Shop Drawings Layout Drawings Manufacturer's tests Mill Reports or Plant Test Reports Fabrication Details Dimensional Checks Protective Coatings Welding Procedures/Certification for Field Welding Shop Drawings shall be submitted and approved prior to manufacture of pipe. 207-10.1.3 Quality Assurance. Field welders shall be certified under Section IX, Part A of the ASME Boiler and Pressure Vessel Code or in accordance with AWWA 0206, Section 3. Welders shall submit a copy of their certification to the District prior to performing any field welding. Certifications shall be dated within three (3) years of the job to be performed. The top of all pipe and specials shall be clearly identified by marking the top with "T.O.P." for easy identifications in the field. Plainly mark each length of pipe at the bell end to identify the proper location of the pipe item by reference to the layout schedule. 207-10.1.4 Protective Coatings and Linings. All steel pipe and fittings exposed within a vault or above ground shall be cement-mortar lined in accordance with AWWA 0205 and 0602 and painted in accordance with CMWD Approved Materials List. Revised 9/11/12 Contract No. 6035 Page 96 of 104 All steel pipe and fittings for underground service shall be cement-mortar lined, taped wrapped and cement-mortar coated in accordance with AWWA C205, 0214 and 0602 unless othenA/ise specified on the Drawings. SECTION 210 - PAINT AND PROTECTIVE COATINGS 210-1 PAINT. 210-1.5 Paint Systems. Add the following to Table 210-1.5(A) TABLE 210-1.5 (A) Surface to be Painted Pre-reatment / Surface Preparation Primer Finish Coats Temporary Railing type Abrasive Blast Cleaning to a Roughened, Textured Appearance None Two coats white Acrylic Emulsion Paint f masonry, i nis paini snaii compiy in aii respects lo reuerai opeuiiiui ; paint may be tinted by using "universal" or "all purpose" concentrates. 210-1.6 Paint for Traffic Striping, Pavement Marking, and Curb Marking. Modify as follows: Paint for traffic lane lines, turn pocket lines, edge lines, channelizing lines, bike lane lines, chevrons, and curbs shall be rapid dry water borne conforming to CALTRANS Specification No. PTWB-01. Paint for pavement legends, pavement symbols, pavement arrows, cross walks, parking stall markings and stop bars shall be alkyd thermoplastic conforming to CALTRANS Specification No. 8010-19A. Glass beads shall be applied to the surface of the rapid dry water borne paint and the molten thermoplastic material and shall conform to the requirements of CALTRANS Specification No. 8010-004 (Type II). CALTRANS Specifications for water borne paint, thermoplastic material and glass beads may be obtained from the CALTRANS Transportation Laboratory, P.O. Box 19128, Sacramento, CA 95819, telephone number (916) 227-7000. 210-3 GALVANIZING. Add the following section: 210-3.6 Galvanizing for Traffic Signal Facilities. The requirements of this section shall pertain only to the preparation and galvanizing of traffic signal facilities. Galvanizing of products fabricated from rolled, pressed and forged steel shapes, plates, bars and strip 3.2 mm (1/8") thick or thicker, shall conform to the specifications of ASTM Designation: A 123, except that complete seal welding of tightly contacting surfaces of these products prior to galvanizing is required only where seal welding is shown on the plans or specified in these special provisions. Except for pre-galvanized standard pipe, galvanizing of material 3.2 mm (1/8") thick or thicker shall be performed after fabrication into the largest practical sections. At the option of the Contractor, material thinner than 3.2 mm (1/8") shall be galvanized either before fabrication in conformance with the requirements of ASTM Designation: A 525M, Coating Designation Z600, or after fabrication in conformance with the requirements of ASTM Designation: A 123, except that the weight of zinc coating shall average not less than 365 g per square meter (1.2 oz. per ft^) of actual surface area with no individual specimen having a coating weight of less than 305 g per square meter (1.0 oz. per ft^). Galvanizing of standard pipe shall conform to the requirements of ASTM Designation: A 53. Galvanizing will not be required for stainless steel, monel metal and similar corrosion resistant parts. Revised 9/11/12 Contract No. 6035 Page 97 of 104 Fabrication shall include all operations such as shearing, cutting, punching, forming, drilling, milling, bending, welding and riveting. All welded areas shall be thoroughly cleaned prior to galvanizing to remove all slab or other material that would Interfere with the adherence of the zinc. When it is necessary to straighten any sections after galvanizing, the work shall be performed without damage to the zinc coating. Galvanizing of Iron and steel hardware and nuts and bolts, when specified or shown on the plans, shall conform to the specifications of ASTM Designation: A 153, except whenever threaded studs, bolts, nuts, and washers are specified to conform to ASTM Designation: A 307, A 325, A 325M, A 449, A 563, A 563M, or F 436 and zinc coating is required, they shall be hot-dip zinc coated or mechanically zinc coated in accordance with the requirements of the ASTM Designations. Unless OthenA/ise specified, galvanizing shall be performed after fabrication. Components of bolted assemblies shall be galvanized separately before assembly. Tapping of nuts or other internally threaded parts to be used with zinc coated bolts, anchor bars or studs shall be done after galvanizing and shall conform to the requirements for thread dimensions and overtapping allowances In ASTM Designation: A 563 or A 563M. When specified, painting of zinc coated surfaces shall be in accordance with the procedures in Section 210.1 "Paint". Galvanized surfaces that are abraded or damaged at any time after the application of the zinc coating shall be repaired by thoroughly wire brushing the damaged areas and removing all loose and cracked coating, after which the cleaned areas shall be painted with two applications of unthinned zinc-rich primer (organic vehicle type) conforming to the provisions in Section 210-3.5, "Repair of Damaged Zinc Coating." Aerosol cans shall not be used. SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 3, CONSTRUCTION METHODS SECTION 300 - EARTHWORK 300-13 STORM WATER POLLUTION PREVENTION PLAN Add the following section: 300-13.1 Storm Water Pollution Prevention Plan. As part of the storm water pollution prevention work, the Contractor shall prepare and submit Tier 1 Storm Water Pollution Prevention Plan, hereafter referred to as the "SWPPP,". The SWPPP shall conform to the requirements of the City of Carisbad, the "Greenbook" Standard Specifications for Public Works Construction, the requirements in the California Stonn Water Quality Association, Stormwater Best Management Practice Handbook, Construction ("Handbook"), the requirements of the Permit, the requirements in the plans and these supplemental provisions. 300-13.1.1 SWPPP Document Within 15 calendar days after the execution of the contract, the Contractor shall submit 3 copies of the SWPPP to the Engineer, in accordance with Section 2-5.3.3 of these Special Provisions. Contractor will be provided the digital format for SWPPP to complete required secfions. If revisions are required, as determined by the Engineer, the Contractor shall revise and resubmit the SWPPP within 15 days of receipt of the Engineer's comments and shall allow 5 days for the Engineer to review the revisions. Upon the Engineer's acceptance of the SWPPP, 3 additional copies of the SWPPP, incorporating the required changes, shall be submitted to the Engineer. In order to allow Revised 9/11/12 Contract No. 6035 Page 98 of 104 construction activities to proceed, the Engineer may conditionally approve the SWPPP while minor revisions are being completed. Add the following section: 300-13.1.3 Payment. Preparation, implementation and management of SWPPP shall be considered incidental to the items of work and no addifional payment will be made therefore. TECHNICAL PROVISIONS STREET NAME SIGN REPLACEMENT PROGRAM TECHNICAL REQUIREMENTS - GROUND MOUNTED STREET NAME SIGNS 1. Contractor must use City's sign inventory. The City will provide the inventory to the contractor in either a shape (shp) file or ArcPad (apm) data format. 2. Contractor will deliver finished inventory on a Panasonic Toughbook CF-19 tablet laptop with the following specifications: * a. VISTA COA (***VISTA Downgrade to XP ***)* Intel Core 2 Duo SU9300 1.2Ghz(Centrino2VPro),10.4" Dual Touch XGA, 160GB, 2GB, Intel WiFi a/b/g/n. Dual pass(Upper WWAN/Lower WLAN), WINXP Tablet,TPM1.2,Bluetooth, Gobi, b. CF-SVCLTEXT1Y PANASONIC TOUGHBOOK ONE YEAR WARRANTY EXTENSI0N(YEAR4) c. CF-VEB181AU Quick Connect/Release Desktop Port Rep for the CF-18/19 CF- AA1633AM d. AC adaptor for CF-Y5/CF-19/Y7/T7/W7 e. CF-WMBA802G Panasonic 2GB Memory for CF-52E/GMK2/74J/KMK4 f. PAI555-655 LIND AUTO ADAPTER WITH CIGARETTE PLUG CONNECTOR Finished inventory will reside on the Panasonic toughbook as a shape (shp) file or ArcPad (apm) file. (If Arcpad, the ArcPad application must be version 8 or better) 3. Contractor will collect the following data on signs in the current inventory. a. Sign Install date b. Dimensions c. Installation/replacement date d. Sign length, and sign level. e. Type and condition of post and hardware used. 4. Contractor will use sign IDs provided by the city when invoicing completed work. Sign IDs will be provided with the sign inventory. SCOPE OF WORK: Contractor is to perform fabrication, and installation of street name signs In road right of ways. The proposed services shall be performed in accordance with this document and the latest version of the California Manual on Uniform Traffic Control Devices (MUTCD). The city will be divided into 7 zones, work shall be performed one zone at a time, in order to facilitate inspection, and one zone must be completed before the next is begun. Upon starting the project, the contractor shall provide for each replaced sign the following information to the inspector once per week; 1. Sign ID, and location. 2. Installation/Replacement date (Month/Day/Year). 3. Sign length in inches, and sign level, top sign being level 1, second from top being level 2, and third from top being level 3. Revised 9/11/12 Contract No. 6035 Page 99 of 104 4. Post type, condition, and hardware used. Standard and Specification 1. All signage shall conform to the latest version of the California MUTCD, and the Caltrans Standard Specifications (latest version), except where expressly specified in these plans or the Special Provisions. 2. Street name signs shall be replaced using the latest version of the California MUTCD and the requirements in this document. Any substandard, compromised, or broken post, anchor, or street light shall be reported Immediately to the City of Carlsbad inspector. Any sign that will affect the safety of the public e.g. a larger sign that would conflict with the vehicle travel lane, or pedestrian right of way, shall not be installed and reported immediately to the City of Carisbad inspector. Any sign that would block from view a regulatory or warning sign shall not be installed and reported immediately to the City of Carlsbad inspector. Any sign that when installed will be blocked from view shall be reported to the City of Carisbad Inspector. The city inspector shall determine what action, if any, will be taken to resolve any issues pertaining to the street name signs. 3. Size - sign dimensions shall meet standard specifications per the latest version of the California MUTCD and this document. 4. Retroreflectivity Levels - All street name signs shall meet minimum retroreflectivity levels per the latest version of the California MUTCD. 5. Street name sign panels shall be fabricated using .125" aluminum blanks. Street name signs shall feature Type XI prismatic cube-corner reflective sheeting (DG3 or approved equal) per ASTM designation D4956. 6. Street name signs shall be furnished and installed to the satisfaction of the Transportation Department. Lowest street sign shall be mounted parallel with the R1-1 (stop) sign, or parallel to where one would be if there is not one present. Signs shall be mounted with the block arrow pointing south or east unless the street does not go that direction, then it shall be mounted. In the direction of travel for that street. Signs installed on street lights shall be installed a minimum of 10' from the ground. All signs shall be without border, and have white type XI prismatic cube-corner reflective sheeting, covered by transparent acrylic green EC overlay film, reverse weed for public streets, and transparent acrylic black EC overiay film letters for private streets. All signs shall have upper and lower case letters for both street name and suffix. If street does not have a block number, no arrow shall be used. 7. For intersections that have roadways with different posted speed limits, the street with the higher speed limit shall govern. For roadways with a posted speed limit of 25 M.P.H. and less, street name signs shall conform to the following requirements; Sign Blank 8" tall sign blank, .125 thick, length varying from 24 to 48 inches in 6 Inch increments. Revised 9/11/12 Contract No. 6035 Page 100 of 104 V street Name Letterinq 4" tail capital letters for street name, Clean/lew 1-W font, with kerning not to exceed 10%. The proportion ratio of the lowercase Clearview letters to the initial capital letter shall be .817 to 1. Suffix Letterinq 3" tall letters for street name suffix, Clean/lew 1 -W font, with kerning percentage the same as the street name. Suffix shall be abbreviated according to the California MUTCD table 1A-1 Acceptable Abbreviation table. Tallest letter In suffix shall match top of ascender or top of capital letter of street name, whichever is taller. Block Numberinq 3" tall block numbers, in Clean/lew 1 -W font, with kerning percentage the same as the street name. Top of block number shall match top of tallest ascender or top of capital letter of street name whichever is taller. Block Arrow 2" tall custom arrow, length varying, measurement differences shall be in Inch increments. Arrow length shall match as closely as possible the length of the block number. The arrow shall line up with point of head lining up with bottom of letters, or bottom of head to bottom of lowest letter descender when there is a letter descender. Soacinq Sign shall have 2" spacing from leading edge of sign blank and street name, between street name and suffix, between suffix and block number, and block number and trailing edge of sign blank. Street name shall be centered on sign blank with the distance from highest part of name to top of blank being the same as lowest part of name to bottom of blank. For roadways with a posted speed limit of 30 M.P.H. or more, street name signs shall conform to the following requirements; Sion Blank 101/2" tall sign blank, .125 thick, length varying from 30 to 72 inches in 6 inch increments. Street Name Letterinq 6" tall letters for street name, Clean/iew 1-W font, with kerning not to exceed 10%. The proportion ratio of the lowercase Clean/iew letters to the initial capital letter shall be .817 to 1. Suffix Lettering 3" tall letters for street name suffix, Clean/iew 1-W font, with kerning percentage the same as the street name. Suffix shall be abbreviated according to the California MUTCD table 1A-1 Acceptable Abbreviation table. Tallest letter in suffix shall match top of ascender or top of capital letter of street name, whichever is taller. Block Numberinq 3" tall block numbers, Clean/iew 1-W font, with kerning percentage the same as the street name. Top of block number shall match top of tallest ascender or top of capital letter of street name whichever is taller. Block Arrow Revised 9/11 /12 Contract No. 6035 Page 101 of 104 3" tall custom arrow, length varying, measurement differences shall be in 72 inch increments. Arrow length shall match as closely as possible the length of the block number. The arrow shall line up with bottom of head lining up with bottom of letters. Soacinq Sign shall have 3" spacing from leading edge of sign blank and street name, between street name and suffix, between suffix and block number, and from block number to trailing edge of sign blank. Street name shall be centered on sign blank with the distance from highest part of street name to top of blank being the same as lowest part of street name to bottom of blank. 8. All ground mounted street name signs shall be mounted with a new approved cap and a new cross piece assembly designed for .125" flat blade signs. Street name signs shall be mounted with the longest sign on the bottom, parallel to the stop sign, and shorter sign on top, or if both signs are of equal length, the bottom sign shall be mounted parallel to the stop sign. Cap and Cross Piece Both cap and cross piece shall be manufactured by MD Solutions, Inc., or equal, and shall be cast aluminum; with six %6 Allen head set screws In the caps, and four Allen head set screws in the cross pieces. Streets with a 90° intersection shall have a standard 90° cross piece, and streets with any other degree intersection shall have an adjustable bracket, with sign aligned as close as possible to the cross street's direction of travel. Ali signs with a length of 36" or less shall be mounted with a new cast aluminum 1%" square post cap with a 12" blade holder, and a 12"x12" 90° cross piece, or 12"x12" adjustable cross piece. Ali signs with a length of 42" or more shall be mounted with a 6" long 2" telespar sleeve securely riveted fiush with top of existing telespar sign post. And a new cast aluminum 2" square post cap with a 24" blade holder, and a new cast aluminum 12"x12" 90° cross piece or a new cast aluminum 12"x12" adjustable cross piece. Signs mounted on existing round poles shall use a cast aluminum, universal cap for use on 2%" round post, and 2" square post, with a 12" blade holder for signs measuring 36" or less or a 24" blade holder for signs measuring 42" or more. Each pole, as necessary, shall also include a new cast aluminum 12"x12" 90° cross piece or adjustable cross piece as required. There are approximately 84 round posts requiring the universal cap. Winq Bracket All street light mounted street name signs shall be mounted separately with a new approved MD Solutions, Inc. cantilever wing bracket. All cantilever wing tirackets shall be 8%"x24"cast aluminum, with three Vie" Allen head set screws. All signs with a length of 42" or greater shall also be mounted with an extension for the cantilever wing bracket. All cantilever brackets shall be mounted to the street light with no less than three new %" wide and .025" thick stainless steel bands, secured by three stainless steel buckles. There are approx. 340 street name signs mounted to street lights that will require the MD Solutions, Inc. wing bracket. All hardware, including set screws, banding, and buckles shall be mounted and/or tightened to ensure signs will not be loose, but not over tightened so as to crack, tear, or damage caps, cross pieces, cantilever brackets, banding, or buckles. 9. All signs and hardware removed shall be done so without any modification to the post and or street light. Said hardware and signs is/are the property of the City Of Carlsbad and shall be Revised 9/11/12 Contract No. 6035 Page 102 of 104 returned to the City's Maintenance Yard at; 405 Oak Avenue, Carisbad, CA, and placed in a pre-designated area. 10. All signage is subject to the approval of the City Engineer or his representative, prior to installation. Any deviation from signage plans shall be approved by the City Engineer or his representative prior to any change in the field. TECHNICAL REQUIREMENTS- SIGNAL MOUNTED STREET NAME SIGNS SCOPE OF WORK: Contractor is to perform fabrication, and installation of street name signs in road right of ways. The proposed services shall be performed in accordance with this document and the latest version of the California Manual on Uniform Traffic Control Devices (MUTCD). The city will be divided into 7 zones, work shall be performed one zone at a time, in order to facilitate inspection, and one zone must be completed before the next is begun. Upon starting the project, the contractor shall provide for each replaced sign the following information to the inspector once per week; • Sign ID, and location. • Installation/Replacement date (Month/Day/Year). • Sign length in inches, and sign level, top sign being level 1, second from top being level 2, and third from top being level 3. • Post type, condition, and hardware used. Standard and Specification 11. All signage shall confonn to the latest version of the California MUTCD, and the Caltrans Standard Specifications (latest version), except where expressly specified In these plans or the Special Provisions. 12. Street name signs shall be replaced using the latest version of the California MUTCD and the requirements in this document. Any substandard, compromised, or broken signal post, mast arm, or other component shali be reported immediately to the City of Carisbad inspector. Any sign that will affect the safety of the public e.g. a larger sign that would conflict with the vehicle travel lane, or pedestrian right of way, shali not be installed and reported immediately to the City of Carisbad inspector. Any sign that would block from view a regulatory or warning sign shall not be installed and reported immediately to the City of Carisbad Inspector. Any sign that when installed will be blocked from view shall be reported to the City of Carisbad inspector. The city inspector shall determine what action, if any, will be taken to resolve any issues pertaining to the street name signs. 13. Size - sign dimensions shall meet standard specifications per the latest version of the California MUTCD and this document. 14. Retroreflectivity Levels - All street name signs shall meet minimum retroreflectivity levels per the latest version of the California MUTCD. 15. Street name sign panels shall be fabricated from aluminum. Street name signs shall feature Type IX prismatic cube-corner reflective sheeting (Diamond Grade VIP or approved equal) per ASTM designation D4956. Revised 9/11/12 Contract No. 6035 Page 103 of 104 16. Street name signs shall be furnished and Installed to the satisfaction of the Transportation Department. Installation location of new signs shall be in the location of the existing street name sign unless othenA/ise required by this contract or as directed by the city's Inspector. All signs shall be with border, and have white type IX prismatic cube-corner reflective sheeting, covered by transparent acrylic green EC overiay film, reverse weed for public streets, and transparent acrylic black EC overiay film letters for private streets. All signs shall have upper and lower case letters for both street name and suffix. If street does not have a block number, no arrow shall be used. All new street name signs mounted at signalized intersections shall be designed, constructed, and installed in accordance with the following: Sion Blank 18" or 30" tall sign blank if required, McCain Inc., with stiffeners, .1" thick, lengths used shall be either 6-foot or 8-foot. Street Name Letterinq 8" tali capital letters and 6" lower case lettering for street name, Clearview 1-W font, with kerning not to exceed 10%. Suffix Letterinq 6" tail letters for street name suffix, Clean/iew 1 -W font, with kerning percentage the same as the street name. Suffix shall be abbreviated according to the California MUTCD table 1A-1 Acceptable Abbreviation table. Tallest letter in suffix shall match top of ascender or top of capital letter of street name, whichever Is taller. Soacinq Sign shall have a minimum of a 2" spacing from leading edge of sign blank and street name, between street name and suffix, between suffix and block number, and block number and trailing edge of sign blank. Street name shall be centered on sign blank with the distance from highest part of name to top of blank being the same as lowest part of name to bottom of blank. 17. All signal mounted street name signs shall be mounted with a new approved PeIco atriculating Astro-Brac with formed tube and stainless steel upgrades. For oversize 30" height signs, angled fonned tubes shali be included with double brackets. 18. All signs and hardware removed and or installed shall be done so without any modification to the signal pole, mast arm, or other component of any existing signal component. Hardware and signage removed shall be disposed of by the contractor. 19. All signage is subject to the approval of the City Engineer or his representative, prior to installafion. Any deviation from signage plans shall be approved by the City Engineer or his representative prior to any change in the field. Revised 9/11/12 Contract No. 6035 Page 104 of 104 Appendix A I.D MDSolutions, Inc 2"Universal Cap for Round and Square Post 120UNF200 Bottom View Hardware: 5/16"-18xy2" - Set Screw 1 1/4" Brackets fronn high strength Aluminum Alloy 360 under 400 tons pressure and tensile strength 45,000 PSI Description Item Number Blade j Holder \ Length : Blade Type 1 Units/ i Box 2" Universal Cap for Round and Square Post j j • Use interchangeably on 2 3/8" OD Round and 2" Square Posts • 1 /4" blade holder width • Tap holes located 3/8" from the base of cap and 11T from the edge of wall • Patent pending 120UNF200 i 12" j Flat j 25 1 DL 8225 Estates Parkway Plain City. OH 43064 I.D MDSolul ions, Int 614.873.2222 866.637.6588 614.873.2220 12" Blade Holder Square Post Cap 120TCF134 Hardware: -^2" Long 5/16"-18xy2" - Set Screw Description I 1 3/4" Square Post Cap i • Includes 6 ea 5/16" set screws i • Vandal Proof H/w available Item Number 120TCF134 Blade Holder Blade Length Type 12" Flat Units/ Box 25 8225 Estates Parkway Plain City, OH 43064 I.D MDSolutions, Inc p: 614.873.2222 tf: 866.637.6588 f : 614.873.2220 I.D MDSolutions, Inc 2"Universal Capfor Round and Square Post 240UNF200 Bottom View Description 2" Universal Cap for Round and Square Post • Use interchangeably on 2 3/8' OD Round and 2" Square Posts • 1/4"blade holder width • Tap holes located 3/8" from the base of cap and 11T from the edge of wall • Patent pending Item Number Blade Holder Length Blade Type Units/ Box 240UNF200 24" Flat 10 8225 Estates Parkway Plain City, OH 43064 I.D MDSolutions, Inc 614.873.2222 866.637.6588 614.873.2220 ID ,.,,.jSolutions, Inc 90° Cross Piece 120CPF090 Hardware: 5/16"-18xy2" - Set Screw Brackets from high strength Aluminum Alloy 360 under 400 tons pressure and tensile strength 1^000 PSI 11/4" Description Item Blade Holder Blade Units/ Description Number Length Type Box 90° Cross Piece • 1/4" blade holder width 120CPF090 12" Flat 25 8225 Estates Parkway Plain City. OH 43064 I.D MDSokjfions, Ir^ 614.873.2222 866.637.6588 614.873.2220 I.D MDSolutions, Inc 90° Cross Piece 240CPF090 Hardware: 5/16"-18x1/2" - Set Screw Brackets from high strength Aluminum Alloy 360 under 400 tons pressure and tensile strength 45,000 PSI Description Item Number Blade Holder I Length Blade Type ; Units/ Box 90° Cross Piece • 1/4" blade holder width ! 240CPF090 24" Flat 10 8225 Estates Parkway Plain City. OH 43064 I.D MDSolutions, Inf 614.873.2222 866.637.6588 614.873.2220 i,D ...oolutions, Inc Adjustable Cross Piece 120CPFADJ Hardware: 5/16"-18x1/2" - Set Screw 12"Long 1 1/4" 1/4" Brackets from high strength Aluminum Alloy 360 under 400 tons pressure and tensile strength 45,000 PSI Description Item Number Blade Holder Length Blade Type Units/ Box Adjustable Cross Piece • 1/4" blade holder width 120CPFADJ 12" j Flat 25 8225 Estates Parkway Plain City, OH 43064 I.D MDSolutions, Ire 614 873.2222 866.637.6588 614.873.2220 I.D MDSolutions, Inc 24''External Cantilever Wing Bracket 240EWB000 Hardware: 5/16"-18xy2" - Set Screw 8V4" Spdce Brackets from high strength Aluminum Alloy 360 under 400 tons pressure and tensile strength 45,000 PSI Description External Cantilever Wing Bracket • Includes three 5/16" set screws • Mount on wall or any post with %" strapping Item Number 240EWB000 Blade Holder Length 24" Blade Type Flat/ Extruded Units/ Box 25 8225 Estates Parkway Plain City, OH 43064 I.D MDSolutions, Inc p : 614.873.2222 tf: 866.637.6588 f : 614.873.2220 Extension for Cantilever Wing Bracket 140EWB000 Hardware: 5/16"-18xy2" - Set Screw 14" Description External Cantilever Wing Bracket • Includes 1 ea 5/16" set screws • Mount on wall or any post with %" strapping Item Number 140EWBEXT Blade Holder Blade Length 14 1/2" Type Flat/ Extruded Units/ Box 50 8225 Estates Parkway Plain City, OH 43064 I.D MDSolutions, Inc p: 614.873.2222 tf: 866.637.6588 f : 614.873.2220 SPECIFICATION STELLAR BAND CLAMPING DEVICE MATERIAL: DESIGN: Stellar Clamping Device shall be cast from aluminum alloy 713 or equivalent, free of voids, pits, dents, molding sand and excessive foundry grinding marks. All design radii shall be smooth and intact. Exterior surface finish shall be smooth and cosmetically acceptable, free of molding fins, cracks and other exterior blemishes. Certification shall be available upon request. Shall be fabricated from aluminum ingot with minimum requirements as follows: Aluminum Alloy 713 Yield Strength, KSI 26 Tensile Strength, KSI 36 Brinell Hardness 74 Elongation (% in 2") 5 Figure 1 1. The Stellar Clamping Device shall be fabricated with dimensions and design characteristics as shown in Figure 1. 2. The Device shall be fabricated with design characteristics as shown in Figure 1. A. Stellar Band IVIale B. Stellar Band Female Halves C. Band Assembly 3. The stellar cable clamp shall be supplied assembled and packaged with all necessary hardware. A. The male portion of the clamp shall have a 2!4" unobstructed opening, be capable of 360 degree rotation accomplished without removal of any part or hardware. The male casting shall have a integrally cast flange to prevent separation from the female portion. The flange shall be beveled and match the female to maximize the holding capability of the assembly. Opposite the flange the casting shall be curved to securely hold 1.90" OD support tube and have four openings to accommodate either two 5/16" v-bolts or stud type tube tightening casting. B. The female portion of the clamp shall consist of two mirrored halves which when assembled shall enable the clamp to be inversely tightened around the mast arm or pole. This method of tightening maximizes the holding capacity in signal/sign downloads and vehicular gust uplift situations. The halves shall be tightened around the male portion with two 7/16" x VA" bolts. Each female half shall be machined for a 3/16" groove pin to secure a 5/8" stainless steel band assembly. Above the pin location, casting shall be arched to maximize holding power onto support structure when tightened. Below the pin location shall be a slotted reinforced pawl to receive the clamp screw and bearing washer. This clamp screw and bearing washer, when inserted into the pawl, will allow tightening around almost every shape and size of support structure. C. After assembly the clamp shall be installed with two stainless steel bands. The stainless steel bands shall be 5/8" x .045", type 201 with tensile strength of 100,000 PSI minimum, 120,000 PSI maximum. Elongation 40% in 2" centers at a rate of pull of 1/16" per minute. The band shall have a rolled edge and bright surface finish. The band shall be formed to fit attachment pin, then spot welded two places. The free end of the band shall be capable of attaching a clamp screw kit. The clamp screw kit shall be 7/16" -14 x 3" one piece unit drop forged from C-1045 carbon steel or 316 stainless steel with a minimum tensile strength of 80 KSI. Shall be formed with a slot sized to accept a 5/18" band. 4. The stellar cable clamp shall be capable of being rotated in any direction shown in figure 1. FINISH: A. All aluminum parts shall have an Alodine (or equivalent) finish. B. Any non-stainless parts shall have a yellow zinc di-chromate or galvanize finish. All stainless hardware available upon request. DELIVERY: Upon request, successful bidder shall deliver a sample within 10 worthing days after bid opening date. SECTION A BULLETIN 3105 9/27/05 Reflectorized Street Name Sign (RSNS) SG Type G7Type Flush Mount m McCain's Reflectorized Street Name Sign (RSNS) enhances intersection safety by increasing sign visibility and legibility, giving drivers nnore tinne to act and react while approaching and passing through intersections. RSNS signs are particularly advantageous at night due to the additional reflection ofthe light fronn autonnobile headlights as well as surrounding street lights. Due to the signs nninimal up-front and maintenance costs, reflectorized signs are a cost-effective way to enhance the aesthetics and safety of your neighborhoods for residents and visitors alike. Benefits • Increased sign visibility day and night • Attractive, durable, and functional signs increase intersection safety • Appealing design options increase the aesthetics of your neighborhoods • Available in a variety of colors, sizes, and designs to meet your needs Product Description The McCain Reflectorized Street Name Sign is fully customizable; available in a variety of sizes and colors, with options for custom fonts, logos, and borders to meet your needs. The sign is both functional and attractive, increasing the safety and visual appeal of your neighborhoods. McCain's durable and hassle-free RSNS signs are constructed of aluminum to prevent rusting and are virtually maintenance free. These light weight signs come with all the necessary mounting equipment and assemblies to ensure a simple and timely installation process. www.mccam-inc.com Reflectorized Street Name Sign Standard Features • 500'legibility • Corrosion resistant • Single or double sided sign Options • City logos, state shields, and custom borders available • Various sizes available • Free-swinging mounting assembly that allows for easy height and level adjustment and greater wind resistance • Various mounting options available • SG high wind option General Specifications Dimensions': Length: 4', 6', or 8' Height: 18" to 36" Width: 1 "to 3" (depending on style) Material: Frame and panels: aluminum (panels min 0.050"T) Hardware: stainless steel Letters: 3M Diamond Grade 4090T Reflective Sheeting Color Overlay: 3M #1170 Acrylic Sheeting Character: Font: Highway Gothic series C, D & E Height: 8" (typical) Capacity: Depends on font style and width No. of Lines: 1 (typical on 18"H sign) Finish: Natural or powder coat Colors: Blue (3M 1175), green (3M 1177), brown (3M 1179), Other colors also available Weight SG type: 18 Ibs (typical G7type:10lbs 8' L x 18" H): Flush mount: 20 lbs All RSNS are available in 4,6, and 8 foot lengths - typical 6 foot shown^ SGType G7Type h- 1.4 K 1 0,1 Flush Mount h- 1 I T Flush Mount (Back) To learn more about McCain's Integrated Traffic Solutions, please contact info^mccain-inccom or calK760) 727-8100 43 • vc_jp " •• i 1 ! a 1 1 McCain 2365 OAK RIDGE WAY VISTA, CALIFORNIA 92081 USA WWW.MCCAIN-INC COM Appendix B The attached is a partial list of street names for which new signs are anticipated to be manufactured. The first list, 67 pages, is a list of pole mounted street name signs (telespar and street light mounted signs) and the second list is of signal mounted street name signs. UnitID Sign Text Pole Type Quadrant Sign Zone Street Segment Speed of Road Block Number Arrow Type Street Designation Intersec SGN7259 ABANTOST SL SE SZ6 2370 25 6700 SINGLE PUBLIC <25 SGN7269 ABANTO ST R SE SZ6 2370 25 6700 SINGLE PUBLIC <25 SGN7256 ABEDULPL SL SE SZ6 1117 25 6700 SINGLE PUBLIC <25 SGN7221 ABEDULST SL SE SZ6 2151 25 2700 SINGLE PUBLIC <25 SGN7224 ABEDULST SL SE SZ6 883 25 2600 DOUBLE PUBLIC <25 SGN7255 ABEDULST SL SE SZ6 2372 25 2500 DOUBLE PUBLIC <25 SGN7257 ABEDULST SL SE SZ6 2372 25 2500 DOUBLE PUBLIC <25 SGN7258 ABEDULST SL SE SZ6 2371 25 2500 SINGLE PUBLIC <25 SGN7173 ABBORRO ST SL SE SZ7 2383 25 2700 SINGLE PUBLIC <25 SGN7215 ABEJORRO ST SL SE SZ7 17 25 2700 SINGLE PUBLIC <25 SGN7218 ABBORRO ST SL SE SZ7 2383 25 2700 SINGLE PUBLIC <25 SGN15933 ABELIA AV SL SW SZ4 3933 25 1200 SINGLE PUBLIC <25 SGN15935 ABELIA AV T SW SZ4 3934 25 1200 SINGLE PUBLIC <25 SGN15938 ABELIA AV T SW SZ4 3934 25 1200 SINGLE PUBLIC <25 SGN8728 ABERDEEN CT T NE SZ2 1860 25 4700 SINGLE PUBLIC <25 SGN13606 ACACIA AV T NW SZl 702 25 300 SINGLE PUBLIC <25 SGN13620 ACACIA AV T NW SZl 702 25 100 SINGLE PUBLIC 30-40 SGN17038 ACUNACT T SE SZ7 2402 25 2600 SINGLE PUBLIC 30-40 SGN9866 ADAIR WAY T NW SZl 415 25 3800 SINGLE PVT 30-40 SGN10962 ADAMS ST T NW SZ3 1888 25 4500 SINGLE PUBLIC 30-40 SGN14452 ADAMS ST T NW SZ3 422 25 4100 SINGLE PUBLIC <25 SGN8106 ADAMS ST T NW SZl 1025 25 3500 SINGLE PUBLIC 30-40 SGN8110 ADAMS ST T NW SZl 1681 25 3400 SINGLE PUBLIC <25 SGN8152 ADAMS ST T NW SZl 1026 25 3600 SINGLE PUBLIC <25 ^ SGN9639 ADAMS ST T NW SZ3 1903 25 4400 SINGLE PUBLIC <25 SGN9682 ADAMS ST T NW SZ3 1905 25 4200 SINGLE PUBLIC <25 SGN9687 ADAMS ST T NW SZ3 7536 25 4100 DOUBLE PUBLIC <25 SGN9689 ADAMS ST T NW SZ3 7536 25 4100 DOUBLE PUBLIC <25 SGN9699 ADAMS ST T NW SZ3 422 25 4000 SINGLE PUBLIC <25 SGN9823 ADAMS ST T NW SZ3 417 25 3900 DOUBLE PUBLIC <25 SGN9835 ADAMS ST T NW SZl 1026 25 3800 SINGLE PUBLIC <25 SGN9848 ADAMS ST T NW SZl 1690 25 3800 SINGLE PUBLIC <25 SGN9944 ADAMS ST T NW SZ3 1888 25 4500 SINGLE PUBLIC <25 SGN10450 AFTON WAY T NW SZl 952 25 2900 SINGLE PUBLIC <25 SGN19968 AGUILAST T NW SZ3 2806 25 4000 SINGLE PVT <25 SGN18200 AIDAN CIR T NW SZ3 7529 25 4000 SINGLE PVT <25 SGN18589 ALANDER CT NE SZ2 7585 25 3600 SINGLE PUBLIC <25 SGN18613 ALANDER CT T NE SZ2 7585 25 3500 SINGLE PUBLIC <25 SGN6670 ALDEA PL R SE SZ7 355 25 7600 SINGLE PUBLIC <25 SGN10221 ALDER AV T NW SZl 1746 25 3900 DOUBLE PUBLIC <25 SGN10226 ALDER AV T NW SZl 1745 25 3900 SINGLE PUBLIC . 30-40 SGN10246 ALDER AV T NW SZl 1743 25 3900 SINGLE PUBLIC <25 SGN9935 ALDER AV T NW SZl 1051 25 3800 DOUBLE PUBUC <25 SGN9952 ALDER AV T NW SZl 1743 25 3800 SINGLE PUBUC <25 SGN1228 ALDERWOOD DR T SW SZ4 2093 25 6800 SINGLE PVT 30-40 SGN15921 ALDERWOOD DR T SW SZ4 847 25 6800 SINGLE PVT 30-40 SGN15678 ALEXANDRI CIR T SW SZ5 5521 25 6200 SINGLE PVT <25 SGN16965 ALGA RD T SE SZ6 4303 25 3200 SINGLE PUBUC SGN17008 ALGA RD T SE SZ6 168 50 2200 SINGLE PUBUC >45 SGN17030 ALGA RD T SE SZ6 169 50 2300 SINGLE PUBUC >45 SGN1832 ALGA RD T SE SZ6 2369 50 2400 SINGLE PUBUC >45 1 lof 67 SGN 19070 ALGA RD T |SE SZ6 1099 50 2000 SINGLE PUBUC >45 SGN19857 ALGA RD T SE SZ6 7087 0 0 <^GN6298 ALGA RD T SE SZ6 2415 50 2000 SINGLE PUBUC >45 ,^N7137 ALGA RD T SE SZ6 69 50 2900 SINGLE PUBLIC >45 SGN11757 AUCANTE RD T SE SZ6 6946 40 6900 SINGLE PUBUC 30-40 SGN11766 ALICANTE RD T SE SZ6 6949 40 6900 SINGLE PUBUC 30-40 SGN11773 ALICANTE RD T SE SZ6 6946 40 6800 DOUBLE PUBUC 30-40 SGN11780 ALICANTE RD T SE SZ6 7288 40 6800 DOUBLE PUBUC 30-40 SGN11787 ALICANTE RD T SE SZ6 6934 40 6800 DOUBLE PUBLIC 30-40 SGN11794 ALICANTE RD T SE SZ6 6941 40 6800 DOUBLE PUBUC 30-40 SGN12175 ALICANTE RD R SE SZ7 1162 40 7400 DOUBLE PUBUC 30-40 SGN16440 AUCANTE RD T SE SZ6 6968 40 6200 SINGLE PUBUC 30-40 SGN16622 AUCANTE RD T SE SZ6 7411 40 6600 DOUBLE PUBUC 30-40 SGN16847 ALICANTE RD T |sE SZ6 7309 40 6800 DOUBLE PUBLIC 30-40 SGN16861 ALICANTE RD T |SE SZ6 7288 40 6800 DOUBLE PUBUC 30-40 SGN17015 ALICANTE RD T ISE SZ7 2335 40 7100 SINGLE PUBUC 30-40 SGN17020 ALICANTE RD SL SE SZ7 2334 40 7100 SINGLE PUBUC 30-40 SGN17048 ALICANTE RD T SE SZ7 1162 40 7400 SINGLE <25 SGN17050 . ALICANTE RD SL SE SZ7 6870 40 7200 SINGLE PUBUC 30-40 SGN17063 ALICANTE RD T SE SZ7 2412 40 7400 SINGLE PUBUC 30-40 SGN17009 ALMADEN LN T SE SZ6 2332 25 7000 SINGLE PUBUC >45 SGN17041 ALMADEN LN SL SE SZ7 2332 25 7200 SINGLE <25 SGN17043 ALMADEN LN SL SE SZ7 2321 25 7300 SINGLE PUBUC <25 SGN17045 ALMADEN LN SL SE SZ7 2854 25 7400 SINGLE <25 SGN10337 ALONDRA WAY T NW SZ3 1931 25 4800 SINGLE PUBUC <25 SGN10342 ALONDRA WAY SL NW SZ3 1931 25 4800 DOUBLE PUBUC <25 SGN10344 ALONDRA WAY T NW SZ3 472 25 4800 SINGLE PUBUC <25 "^GN6945 ALTAVISTA T SE SZ7 2839 25 7300 SINGLE PVT <25 IW fbGN9774 ALTHEA LN T NW SZl 408 25 3800 SINGLE PUBUC <25 IW SGN12174 ALTISMA WAY R SE SZ7 1160 25 2400 SINGLE PUBLIC 30-40 IW SGN17021 ALTISMA WAY SL SE SZ7 2347 25 2200 SINGLE PUBUC 30-40 IW SGN17052 ALTISMA WAY SL |SE SZ7 3048 25 2200 SINGLE PUBLIC <25 IW SGN17058 ALTISMA WAY R |SE SZ7 1160 25 2200 SINGLE PUBUC <25 IW SGN16468 ALVERTON DR T |SE SZ6 7135 25 6200 DOUBLE PUBUC <25 IW SGN16471 ALVERTON DR T SE SZ6 7131 25 6200 DOUBLE PUBUC <25 IW SGN16497 ALVERTON DR T SE SZ6 7260 25 6200 DOUBLE PUBUC <25 IW SGN19408 ALVERTON DR SL SE SZ6 7135 25 6200 DOUBLE PUBUC <25 IW SGN19416 ALVERTON DR SL SE SZ6 7136 25 6200 SINGLE PUBUC <25 IW SGN19421 ALVERTON DR T SE SZ6 7260 25 6200 SINGLE PUBUC <25 IW SGN10803 ALYSSUM RD T Isw SZ4 2232 25 900 DOUBLE PUBLIC <25 IW SGN10806 ALYSSUMRD T Isw SZ4 3023 25 900 DOUBLE PUBUC <25 IW SGN10937 ALYSSUM RD T Isw SZ4 2235 25 900 DOUBLE PUBUC <25 IW SGN10939 ALYSSUM RD T Isw SZ4 2235 25 900 DOUBLE PUBUC <25 IW SGN10942 ALYSSUM RD T SW SZ4 2234 25 900 DOUBLE PUBUC <25 IW SGN10944 ALYSSUM RD T SW SZ4 2233 25 900 SINGLE PUBUC <25 IW SGN16125 AMANTE CT T SW SZ5 4226 25 1600 SINGLE PUBLIC <25 IW SGN5767 AMARGOSA DR T SE SZ7 3972 25 7900 SINGLE PUBUC <25 IW SGN5775 AMARGOSA DR T |sE SZ7 3958 25 7900 SINGLE PUBUC <25 IW SGN5790 AMARGOSA DR T |SE SZ7 4042 25 7900 SINGLE PUBUC <25 IW SGN5796 AMARGOSA DR T IsE SZ7 3958 25 7900 SINGLE PUBUC <25 IW SGN5832 AMARGOSA DR T IsE SZ7 3975 25 7900 SINGLE PUBUC <25 IW 5GN5835 AMARGOSA DR T IsE SZ7 3959 25 7900 SINGLE PUBUC <25 13N5839 AMARGOSA DR T IsE SZ7 3975 25 7900 SINGLE PUBUC <25 ?GN16864 AMBER LN T |SE SZ6 6939 25 6900 SINGLE PUBLIC <25 SGN17472 AMBER LN T |sE SZ6 6939 25 6800 SINGLE PUBUC <25 2 of 67 SGN8276 AMBERWOOD CT T NW SZ2 2687 25 4700 SINGLE PVT 30-40 SGN15679 AMBROSIA LN T SW SZ5 5900 25 6400 DOUBLE PUBUC <25 SGN16114 AMBROSIA LN T SW SZ5 5406 40 6500 DOUBLE PUBUC 30-40 ^ SGN16129 AMBROSIA LN T SW SZ5 5405 40 6600 SINGLE PUBLIC 30-40 , SGN6622 AMBROSIA LN T SW SZ5 1108 25 7000 SINGLE PUBUC <25 SGN7062 AMBROSIA LN T SW SZ5 3472 35 6800 SINGLE PUBLIC 30-40 SGN7314 AMBROSIA LN T SW SZ5 5404 35 6700 SINGLE PUBLIC 30-40 SGN12312 AMES PL T NE SZ2 1610 25 3600 SINGLE PUBUC <25 SGN8929 AMES PL T NE SZ2 1611 25 3600 SINGLE PUBUC <25 SGN16843 AMMONITE PL T SE SZ6 7297 25 6900 SINGLE PUBUC <25 SGN10870 ANATRA CT T SW SZ4 3341 25 900 SINGLE PUBUC >45 SGN 13760 ANCHOR WAY SL NW SZl 2658 25 700 SINGLE PUBUC <25 SGN13765 ANCHOR WAY T NW SZl 2658 25 700 SINGLE PUBUC <25 SGN5892 ANDOVERAV T NE SZ2 2672 25 2800 SINGLE PVT <25 SGN9775 ANDREA AV T NW SZl 407 25 1700 DOUBLE PUBUC <25 SGN9779 ANDREA AV T NW SZl 406 25 1700 SINGLE PUBUC <25 SGN10769 ANEMONE WAY T SW SZ5 4351 25 1300 SINGLE PVT >45 SGN16757 ANILLO WAY T SE SZl 2520 35 2200 SINGLE PUBUC 30-40 SGN6449 ANILLO WAY SL SE SZ7 2546 25 7700 SINGLE PUBUC <25 SGN6493 ANILLO WAY T SE SZl 347 25 7700 SINGLE PUBLIC <25 SGN6500 ANILLO WAY T SE SZl 347 35 2200 SINGLE PUBUC 30-40 SGN6503 ANILLO WAY R SE SZl 3639 35 2200 SINGLE PUBUC 30-40 SGN6559 ANILLO WAY T SE SZl 2520 35 2100 SINGLE PUBLIC 30-40 SGN6744 ANILLO WAY SL SE SZl 2545 25 7700 SINGLE PUBUC <25 SGN13278 ANN DR T NW SZl 965 25 3400 SINGLE PUBUC <25 SGN13279 ANN DR T NW SZl 964 25 3400 DOUBLE PUBUC <25 SGN13281 ANN DR T NW SZl 964 25 3400 SINGLE PUBUC <25 SGN7174 ANTAa SL SE SZl 2386 25 2700 SINGLE PUBUC <25 SGN7212 ANTELOPE ST SL SE SZ6 2385 25 6700 SINGLE PUBUC <25 SGN7217 ANTILOPE ST SL SE SZl 2385 25 6700 SINGLE PUBLIC <25 SGN12150 APPIAN RD T NE SZl 6677 25 3300 DOUBLE PUBUC <25 SGN8437 APPIAN RD T NE SZl 1588 25 2400 SINGLE PUBUC 30-40 SGN8496 APPIAN RD T NE SZl 320 25 2400 SINGLE PUBUC <25 SGN8443 APPIAN WAY T NE SZl 320 25 2400 DOUBLE PUBUC <25 SGN18653 ARAPAHO PL SL NE SZl 7575 25 3700 DOUBLE PUBUC <25 SGN16634 ARBOR ROSE DR SL SE SZ6 7126 25 6200 SINGLE PUBUC <25 SGN19996 ARBUCKLE PL T NW SZl 736 25 700 SINGLE PUBUC <25 SGN12725 ARBUKLE PL T NW SZl 736 25 700 SINGLE PUBUC 30-40 SGN6224 ARBUSTO a T SE SZl 3980 25 7900 SINGLE PUBUC <25 SGN6227 ARBUSTO CT T SE SZl 3980 25 7900 SINGLE PUBUC <25 SGN16651 ARCHES WAY T SE SZ6 7175 25 6400 SINGLE PUBUC <25 SGN16655 ARCHES WAY SL SE SZ6 7175 25 6400 SINGLE PUBLIC <25 SGN9505 ARENAL RD T SW SZ4 2319 25 1800 SINGLE PUBLIC <25 SGN9515 ARENALRD SL SE SZl 2999 25 2000 SINGLE PUBUC <25 SGN11460 ARGONAUTA ST T SE SZl 2376 25 2700 SINGLE PUBUC <25 SGN16909 ARGONAUTA ST R SE SZl 1139 25 7100 SINGLE PUBUC <25 SGN16983 ARGONAUTA ST T SE SZl 2376 25 2700 SINGLE PUBUC <25 SGN17034 ARGONAUTA ST SL SE SZl 179 25 2600 SINGLE PUBUC <25 SGN17089 ARGONAUTA ST SL SE SZl 2375 25 2600 SINGLE PUBUC <25 SGN16910 ARGONAUTA WAY R SE SZl 2398 25 2600 SINGLE PUBUC <25 SGN17033 ARGONAUTA WAY T SE SZl 2397 25 7100 SINGLE PUBUC <25 SGN10627 ARGOSY LN T NW SZ3 1919 25 4700 SINGLE PVT <25 jj SGN10631 ARGOSY LN T NW SZ3 773 25 4800 SINGLE PVT <25 SGN10416 ARLAND RD T NW SZl 939 25 2700 SINGLE PUBUC <25 SGN8900 ARLAND RD T NW SZl 939 25 2700 SINGLE PUBLIC <25 3 of 67 SGN4442 ARMADA DR NW SZ3 3786 40 5900 SINGLE PUBUC 30-40 SGN4676 ARMADA DR NW SZ3 3769 40 5300 SINGLE PUBUC 30-40 **^N6211 ARMAGOSA DR SE SZ7 4005 25 7900 SINGLE PUBUC <25 ARROYO VISTA SE SZ7 2769 25 3100 SINGLE PVT <25 SGN18926 ARTESIAN WAY NE SZ2 7005 25 4000 SINGLE PVT 30-40 SGN16627 ARUNDELAV SL SE SZ6 7137 25 2500 DOUBLE PUBUC <25 SGN19409 ARUNDELAV SL SE SZ6 7137 25 2500 SINGLE PUBUC <25 SGN19412 ARUNDELAV SL SE SZ6 7138 25 2500 SINGLE PUBUC <25 SGN16654 ASCOT AV SL SE SZ6 7152 25 2700 DOUBLE PUBUC <25 SGN14512 ASHBERRY RD NW SZ3 5203 25 5000 DOUBLE PUBUC <25 SGN 14515 ASHBERRY RD NW SZ3 5207 25 5000 SINGLE PUBUC <25 SGN8594 ASH BY a NE SZ2 1228 25 3600 SINGLE PUBUC <25 SGN8653 ASTER PL SW SZ5 2299 25 7000 SINGLE PUBUC <25 SGN8780 ASTER PL SW SZ4 2299 25 7000 SINGLE PUBUC <25 SGN4991 ASTON AV NW SZ3 531 40 1900 SINGLE PUBUC 30-40 SGN5004 ASTON AV NW SZ3 531 40 1900 SINGLE PUBUC 30-40 SGN5108 ASTON AV NW SZ3 532 40 1800 DOUBLE PUBUC 30-40 SGN5827 ATADERO CT SE SZ7 4011 25 2800 SINGLE PUBUC <25 SGN4314 ATHENS AV NE SZ2 1616 25 2700 SINGLE PUBUC <25 SGN8935 ATHENS AV NE SZ2 1616 25 2700 SINGLE PUBUC <25 SGN3786 AUBURN AV NE SZ2 1635 25 2700 SINGLE PUBLIC <25 SGN3864 AUBURN AV SL NE SZ2 1635 25 2700 DOUBLE PUBLIC <25 SGN4517 AUBURN AV NE SZ2 1636 25 2700 SINGLE PUBUC <25 SGN14511 AUDEN PL NW SZ3 5211 25 2200 SINGLE PUBUC <25 SGN10551 AURA CIR NW SZ3 1943 25 2000 SINGLE PUBUC <25 SGN12623 AUSTIN TER NW SZl 5630 25 2900 SINGLE PUBUC <25 SGN12624 AUSTIN TER SL NW SZl 5630 25 2900 SINGLE PUBUC <25 5N5161 AUTO CENTER a NW SZ3 796 25 1000 SINGLE PUBUC 30-40 ^Gmisi AVALON AV SL NE SZ2 1006 25 2700 SINGLE PUBUC <25 SGN3336 AVALON AV SL NE SZ2 1006 25 2700 DOUBLE PUBUC <25 SGN3457 AVALON AV NE SZ2 1005 25 2700 SINGLE PUBUC <25 SGN16056 AVENA a SL SW SZ5 6610 25 6700 DOUBLE PVT 30-40 SGN16057 AVENA a SW SZ5 6608 25 6700 DOUBLE PUBUC 30-40 SGN16062 AVENA a SW SZ5 6607 25 6700 DOUBLE PUBUC <25 SGN16066 AVENA a SW SZ5 6606 25 6700 DOUBLE PUBUC <25 SGN7027 AVENIDA ALCOR SE SZ7 2767 25 3100 SINGLE PVT <25 SGN11890 AVENIDA AMAPOLA SE SZ7 6740 25 7300 SINGLE PUBUC <25 SGN11899 AVENIDA AMAPOLA SE SZ7 6988 25 7300 SINGLE PUBUC >45 SGN 17586 AVENIDA AMAPOLA SE SZ7 6740 25 7300 SINGLE PUBUC <25 SGN19470 AVENIDA AMAPOLA SE SZ7 6988 25 7300 SINGLE PUBUC <25 SGN5671 AVENIDA ANACAPA SE SZ7 2614 25 3300 SINGLE PUBLIC <25 SGN5706 AVENIDA ANACAPA SE SZ7 2615 25 3200 SINGLE PUBUC <25 SGN5708 AVENIDA ANACAPA SE SZ7 2616 25 3200 SINGLE PUBUC <25 SGN5710 AVENIDA ANACAPA SE SZ7 2614 25 3300 SINGLE PUBUC <25 SGN17500 AVENIDA ARAGON SE SZ7 6642 25 3200 SINGLE PVT >45 SGN6378 AVENIDA CASTAN A SE SZ7 4933 25 2900 SINGLE PUBUC <25 SGN6380 AVENIDA CASTANA SE SZ7 4925 25 2900 SINGLE PUBUC <25 SGN6382 AVENIDA CASTANA SE SZ7 4932 25 2900 SINGLE PUBUC <25 SGN17242 AVENIDA CEREZA SE SZ7 4854 25 2800 SINGLE PUBUC <25 SGN17244 AVENIDA CEREZA SE SZ7 4857 25 2800 SINGLE PUBUC <25 SGN17247 AVENIDA CEREZA SE SZ7 4858 25 2800 SINGLE PUBUC <25 «ASGN6385 AVENIDA CEREZA SE SZ7 4858 25 2800 SINGLE PUBUC 30-40 N17260 AVENIDA CIRUELA SE SZ7 4948 25 2900 SINGLE PUBUC <25 GN17357 AVENIDA CIRUELA SE SZ7 4936 25 3000 SINGLE PUBLIC <25 SGN17360 AVENIDA CIRUELA SE SZ7 4940 25 3000 SINGLE PUBUC <25 4 of 67 SGN17361 AVENIDA CIRUELA T SE SZ7 4941 25 3000 SINGLE PUBUC <25 SGN17364 AVENIDA CIRUELA T SE SZ7 4942 25 2900 SINGLE PUBUC <25 SGN6087 AVENIDA CIRUELA T SE SZl 4936 25 3000 SINGLE PUBUC <25 SGN6379 AVENIDA CIRUELA T SE SZl 4950 25 2900 SINGLE PUBUC <25 SGN10437 AVENIDA DE ANITA T NE SZl 2968 25 2900 DOUBLE PUBUC <25 SGN8828 AVENIDA DE ANITA T NE SZl 2967 25 3000 DOUBLE PUBUC <25 SGN8833 AVENIDA DE ANITA T NE SZl 2967 25 3100 SINGLE PUBUC <25 SGN8851 AVENIDA DE ANITA T NE SZl 1434 25 3200 SINGLE PUBLIC <25 SGN8855 AVENIDA DE ANITA T NE SZl 975 25 3200 SINGLE PUBUC <25 SGN8863 AVENIDA DE ANITA T NE SZl 2968 25 3000 SINGLE PUBUC <25 SGN8871 AVENIDA DE ANITA T NE SZl 2971 25 2900 DOUBLE PUBUC <25 SGN9019 AVENIDA DE ANITA T NE SZl 2970 25 2900 SINGLE PUBUC <25 SGN9055 AVENIDA DE ANITA T NE SZl 755 25 2600 SINGLE PUBUC 30-40 SGN9062 AVENIDA DE ANITA T NE SZl 755 25 2700 SINGLE PUBUC <25 SGN9069 AVENIDA DE ANITA T NE SZl 2642 25 2700 DOUBLE PUBUC <25 SGN9076 AVENIDA DE ANITA T NE SZl 2970 25 2800 DOUBLE PUBUC <25 SGN9085 AVENIDA DE ANITA T NE SZl 2642 25 2800 SINGLE PUBLIC <25 SGN8788 AVENIDA DE LOUISA T NE SZl 520 25 2900 DOUBLE PUBUC <25 SGN8793 AVENIDA DE LOUISA T NE SZl 2986 25 2900 SINGLE PUBUC <25 SGN8797 AVENIDA DE LOUISA T NE SZl 2986 25 2900 SINGLE PUBUC <25 SGN8800 AVENIDA DE LOUISA SL NE SZl 2985 25 2900 DOUBLE PUBUC <25 SGN8805 AVENIDA DE LOUISA T NE SZl 2985 25 2900 DOUBLE PUBUC <25 SGN9007 AVENIDA DE LOUISA T NE SZl 1308 25 2800 DOUBLE PUBUC <25 SGN9009 AVENIDA DE LOUISA T NE SZl 518 25 2800 DOUBLE PUBUC <25 SGN9012 AVENIDA DE LOUISA T NE SZl 519 25 2900 SINGLE PUBUC <25 SGN9084 AVENIDA DE LOUISA T NE SZl 1309 25 2700 SINGLE PUBUC <25 SGN9086 AVENIDA DE LOUISA T NE SZl 6074 25 2800 SINGLE PUBUC <25 SGN17520 AVENIDA DE SUENO T SE SZl 5743 25 3200 SINGLE PUBUC <25 r SGN17522 AVENIDA DE SUENO T SE SZl 5739 25 3200 SINGLE PUBUC <25 S SGN11079 AVENIDA DEL ALBA T SW SZl 6646 25 3200 SINGLE PUBUC <25 SGN11081 AVENIDA DEL ALBA T SE SZl 6646 25 3200 SINGLE PUBUC <25 SGN7281 AVENIDA DEL PARAIS( SL SE SZ6 2145 25 6500 SINGLE PUBUC <25 SGN17639 AVENIDA DIESTRO T SE SZ7 2589 25 7900 SINGLE PUBUC <25 SGN5921 AVENIDA DIESTRO T SE SZ7 2589 25 7900 SINGLE PUBUC <25 SGN5929 AVENIDA DIESTRO T SE SZ7 2588 25 7900 SINGLE PUBUC <25 SGN11736 AVENIDA ENCINAS SL SW SZ4 926 35 6800 DOUBLE PUBUC 30-40 SGN11743 AVENIDA ENCINAS SL SW SZ4 2200 35 6900 SINGLE PUBUC 30-40 SGN15773 AVENIDA ENCINAS T SW SZ4 6313 35 6800 SINGLE PUBUC 30-40 SGN1930 AVENIDA ENCINAS T SW SZ4 6313 35 6800 DOUBLE PUBUC 30-40 SGN1934 AVENIDA ENCINAS T SW SZ4 926 35 6900 SINGLE PUBLIC 30-40 SGN2572 AVENIDA ENCINAS T SW SZ4 3779 35 7500 SINGLE PUBUC 30-40 SGN2600 AVENIDA ENCINAS T SW SZ4 3782 35 7400 DOUBLE PUBUC 30-40 SGN2604 AVENIDA ENCINAS T SW SZ4 3781 35 7400 DOUBLE PUBUC 30-40 SGN2649 AVENIDA ENCINAS T SW SZ4 3778 35 7300 SINGLE PUBUC 30-40 SGN5229 AVENIDA ENCINAS T SW SZ4 3781 35 7400 DOUBLE PUBUC 30-40 SGN8206 AVENIDA ENCINAS T SW SZ4 3781 35 7400 DOUBLE PUBUC 30-40 SGN17241 AVENIDA HELECHO T SE SZl 4852 25 2800 SINGLE PUBUC <25 SGN17248 AVENIDA HELECHO T SE SZl 4852 25 2800 SINGLE PUBUC <25 SGN6437 AVENIDA HELECHO T SE SZl 4098 25 2300 SINGLE PUBUC <25 SGN6440 AVENIDA HELECHO T SE SZl 4098 25 2300 SINGLE PUBUC <25 SGN11080 AVENIDA LA CIMA T SW SZl 6644 25 3200 SINGLE PUBUC <25 SGN 17508 AVENIDA LA CIMA T SE SZl 6644 25 3200 SINGLE PUBUC <25 A SGN17512 AVENIDA LA CIMA T SE SZl 6651 25 3200 SINGLE PUBUC <25 C SGN2299 AVENIDA MAGNIFICA T NW SZl 768 25 2300 SINGLE PVT 30-40 SGN17565 AVENIDA MARAVILLA T SE SZ7 6735 25 3500 SINGLE PUBUC >45 5 of 67 SGN17566 AVENIDA MARAVILLA SE SZ7 6733 25 3500 SINGLE PUBUC <25 SGN19871 AVENIDA MARAVILLA SE SZ7 6733 ***^N6038 AVENIDA NIEVE SE SZ7 3313 25 3300 SINGLE PUBUC <25 till, ..ai**^** ^•1 • N6040 AVENIDA NIEVE SE SZ7 3312 25 3300 SINGLE PUBUC <25 SGN6044 AVENIDA NIEVE SE SZ7 3312 25 3300 SINGLE PUBUC 30-40 SGN 17433 AVENIDA OBERTURA SE SZ7 1218 25 3300 SINGLE PUBUC <25 SGN6033 AVENIDA OBERTURA SE SZ7 2631 25 3300 SINGLE PUBUC <25 SGN6035 AVENIDA OBERTURA SE SZ7 1218 25 3300 SINGLE PUBLIC <25 SGN5580 AVENIDA PANTERA SE SZ7 6049 25 3500 SINGLE PUBUC <25 SGN5584 AVENIDA PANTERA SE SZ7 3610 25 3500 SINGLE PUBUC 30-40 SGN5624 AVENIDA PANTERA SE SZ7 3600 25 3500 SINGLE PUBUC <25 SGN5643 AVENIDA PANTERA SE SZ7 3600 25 3500 SINGLE PUBUC <25 SGN17331 AVENIDA PIMENTERA SE SZ7 4985 25 2800 SINGLE PUBUC <25 SGN17337 AVENIDA PIMENTERA SE SZ7 4985 25 2900 SINGLE PUBUC <25 SGN17338 AVENIDA PIMENTERA SE SZ7 4992 25 2900 SINGLE PUBUC <25 SGN17340 AVENIDA PIMENTERA SE SZ7 4992 25 2900 SINGLE PUBUC <25 SGN18282 AVENIDA SOLADAD SE SZ7 7506 25 SINGLE PUBUC <25 SGN18527 AVENIDA SOLEDAD SE SZ7 7438 25 SINGLE PUBUC <25 SGN18531 AVENIDA SOLEDAD SE SZ7 7438 25 SINGLE PUBUC <25 SGN18537 AVENIDA SOLEDAD SE SZ7 7438 25 SINGLE PUBUC <25 SGN19231 AVENIDA SOLEDAD SE SZ7 7441 25 SINGLE PUBUC GOOD SGN19232 AVENIDA SOLEDAD SE SZ7 7607 25 SINGLE PUBUC <25 SGN6168 AVENIDA THERESA SE SZ7 4020 25 2900 SINGLE PUBUC <25 SGN6170 AVENIDA THERESA SE SZ7 4020 25 2900 SINGLE PUBUC <25 SGN6457 AVENIDA TORONJA SE SZ7 3713 25 2100 SINGLE PUBUC <25 SGN6461 AVENIDA TORONJA SE SZ7 3715 25 2100 SINGLE PUBUC <25 SGN6520 AVENIDA TORONJA SE SZ7 3713 25 2100 SINGLE PUBUC <25 ;N17070 AVENIDA VALOR SE SZ7 3328 25 2800 SINGLE PVT 30-40 -^GN16822 AVENTURTINE PL SE SZ6 7305 25 2200 SINGLE PUBUC <25 SGN9541 AVENUE OF THE TREE NW SZl 2664 25 1900 SINGLE PVT >45 SGN8988 AVIARA DR SL SW SZ4 3488 25 7300 SINGLE PVT <25 SGN9300 AVIARA DR SW SZ4 3006 25 7400 SINGLE PUBUC 30-40 SGN9305 AVIARA DR SW SZ4 3006 25 7400 SINGLE PUBUC <25 SGN10768 AVIARA PKWY SW SZ5 5412 45 1200 DOUBLE PUBUC >45 SGN16012 AVIARA PKWY SW SZ5 1878 40 1300 DOUBLE PUBUC 30-40 SGN 1890 AVIARA PKWY SW SZ5 2871 40 1400 SINGLE PUBUC 30-40 SGN8955 AVIARA PKWY SW SZ5 2265 40 SGN10573 AVILAAV NW SZ3 1769 25 4900 SINGLE PUBUC <25 SGN10576 AVILAAV SL NW SZ3 1769 25 4900 SINGLE PUBUC <25 SGN13723 AVOCADO LN NW SZl 1465 25 800 SINGLE PUBUC <25 SGN13454 AVON DALE CIR NW SZl 316 25 3500 SINGLE PUBUC <25 SGN6615 AZAHAR CT SE SZ7 2597 25 3000 SINGLE PUBUC <25 SGN6614 AZAHAR PL SE SZ7 1203 25 3200 SINGLE PUBUC <25 SGN6616 AZAHAR PL SE SZ7 1203 25 3300 SINGLE PUBUC <25 SGN6624 AZAHAR PL SE SZ7 1179 25 3200 SINGLE PUBUC <25 SGN6625 AZAHAR PL SE SZ7 2483 25 3200 SINGLE PUBUC <25 SGN6674 AZAHAR ST SE SZ7 2483 25 3000 SINGLE PUBUC <25 SGN10901 AZALEA PL SW SZ4 918 25 7300 SINGLE PUBUC <25 SGN 10907 AZALEA PL SW SZ4 918 25 7300 SINGLE PUBUC <25 SGN10908 AZALEA PL SW SZ4 2220 25 7200 SINGLE PUBUC <25 SGN9897 AZURE CIR NW SZl 313 25 3700 SINGLE PUBUC <25 i*€gN16832 AZURITE PL SE SZ6 7267 25 2200 SINGLE PUBUC <25 jN 17035 BABILONIA ST SL SE SZ7 2399 25 7100 SINGLE PUBUC <25 ;GN17080 SGN6854 BABILONIA ST BAJOa SL SE \SE SZl SZl 2399 2494 IS IS 7100 3300 SINGLE SINGLE PUBUC PUBUC 30-40 <25 6 of 67 SGN14386 BALDWIN LN NW SZ3 506 25 4000 SINGLE PUBLIC <25 SGN4824 BALFOUR CT NW SZ3 2005 25 5900 SINGLE PUBUC 30-40 SGN8781 BANBURY CT SL NE SZ2 1059 25 2600 SINGLE PUBUC <25 SGN8760 BANFF CT NE SZ2 1011 25 2700 SINGLE PUBLIC <25 SGN1480 BARBERRY PL SW SZ4 3919 25 6700 SINGLE PUBUC 30-40 SGN8226 BARRANCA CT NE SZ2 3263 25 3600 DOUBLE PUBUC <25 SGN7220 BASALTO ST SE SZ6 2149 25 6500 SINGLE PUBUC <25 SGN7222 BASALTO ST SL SE SZ6 2149 25 6500 SINGLE PUBUC <25 SGN 18032 BASIN RD NE SZ2 7024 25 4700 SINGLE PUBUC <25 SGN10164 BASSWOOD AV NW SZl 1521 25 1900 SINGLE PUBUC <25 SGN10501 BASSWOOD AV NW SZl 291 25 2100 SINGLE PUBUC <25 SGN13273 BASSWOOD AV NW SZl 1518 25 1800 SINGLE PUBUC <25 SGN13415 BASSWOOD AV NW SZl 972 25 1500 SINGLE PUBUC <25 SGN13420 BASSWOOD AV NW SZl 956 25 1600 SINGLE PUBUC <25 SGN7986 BASSWOOD AV NW SZl 3100 25 1200 SINGLE PUBUC 30-40 SGN8097 BASSWOOD AV NW SZl 1503 25 1200 SINGLE PUBUC <25 SGN8109 BASSWOOD AV NW SZl 3499 25 1300 SINGLE PUBUC <25 SGN8111 BASSWOOD AV NW SZl 3499 25 1400 SINGLE PUBLIC <25 SGN8391 BASSWOOD AV NW SZl 291 25 2100 SINGLE PUBUC <25 SGN8406 BASSWOOD AV NW SZl 1521 25 1900 SINGLE PUBUC <25 SGN8414 BASSWOOD AV NW SZl 304 25 2000 SINGLE PUBUC <25 SGN10781 BATIQUITOS DR SL SW SZ4 3310 45 7200 SINGLE PUBUC >45 SGN10869 BATIQUITOS DR SW SZ4 3310 45 7100 SINGLE PUBUC >45 SGN10885 BATIQUITOS DR SW SZ4 2884 45 7000 DOUBLE PUBUC >45 SGN 10895 BATIQUITOS DR SW SZ4 2884 45 7000 DOUBLE PUBUC >45 SGN10927 BATIQUITOS DR SW SZ4 2222 45 7000 DOUBLE PUBUC >45 SGN1219 BATIQUITOS DR SW SZ4 2099 30 6800 DOUBLE PUBUC 30-40 SGN1222 BATIQUITOS DR SW SZ4 2100 30 6800 DOUBLE PUBLIC 30-40 SGN1227 BATIQUITOS DR SW SZ4 2102 30 6800 DOUBLE PUBUC 30-40 SGN1255 BATIQUITOS DR SW SZ4 2102 30 6900 SINGLE PUBUC 30-40 SGN1263 BATIQUITOS DR SW SZ4 2241 25 6900 DOUBLE PUBLIC 30-40 SGN1268 BATIQUITOS DR SW SZ4 2241 30 6900 DOUBLE PUBLIC 30-40 SGN 15948 BATIQUITOS DR SW SZ4 2098 30 6800 SINGLE PUBLIC 30-40 SGN15966 BATIQUITOS DR SW SZ4 2099 25 6800 DOUBLE PUBUC 30-40 SGN16269 BATIQUITOS DR SW SZ4 3310 45 7200 SINGLE PUBLIC >45 SGN16284 BATIQUITOS DR SL SW SZ4 3558 45 7300 DOUBLE PUBLIC >45 SGN6509 BATIQUITOS DR SW SZ4 1109 40 7500 DOUBLE PUBUC 30-40 SGN7213 BATIQUITOS DR SW SZ4 2268 40 7500 SINGLE PUBUC 30-40 SGN7580 BATIQUITOS DR SW SZ4 2268 40 7500 DOUBLE PUBUC 30-40 SGN8699 BATIQUITOS DR SW SZ4 3554 45 7200 SINGLE PUBUC >45 SGN8708 BATIQUITOS DR SW SZ4 3483 45 7200 DOUBLE PUBUC >45 SGN8943 BATIQUITOS DR SW SZ4 6615 40 7400 DOUBLE PUBUC 30-40 SGN9237 BATIQUITOS DR SW SZ4 6208 40 7300 DOUBLE PUBLIC 30-40 SGN9250 BATIQUITOS DR SL SW SZ4 3554 45 7300 SINGLE PUBUC >45 SGN9301 BATIQUITOS DR SW SZ4 576 40 7400 SINGLE PUBUC 30-40 SGN9314 BATIQUITOS DR SW SZ4 3559 40 7300 DOUBLE PUBUC 30-40 SGN10591 BAYSHORE DR NW SZ3 3105 25 4700 DOUBLE PUBUC <25 SGN10606 BAYSHORE DR NW SZ3 3105 25 4700 SINGLE PUBUC 30-40 SGN14581 BAYSHORE DR NW SZ3 1091 25 4700 DOUBLE PUBUC <25 SGN7972 BAYVIEW PL NE SZ2 3249 25 3600 SINGLE PUBUC <25 SGN10968 BEACH BLUFF RD NW SZ3 1729 25 4200 SINGLE PUBUC <25 SGN10970 BEACH BLUFF RD NW SZ3 1729 25 4200 SINGLE PUBUC 30-40 SGN15847 BEACON BAY DR SW SZ4 3464 25 1000 DOUBLE PUBUC <25 SGN15905 BEACON BAY DR SW SZ4 3464 25 1000 SINGLE PUBUC 30-40 SGN19956 BEACON BAY DR SL SW SZ4 3465 25 1000 SINGLE PUBUC <25 7 of 67 SGN13456 BEDFORD CIR T NW SZl 315 25 3500 SINGLE PUBUC <25 SGN11613 BEECH AV T NW SZl 742 25 500 SINGLE PUBUC <25 ^N12699 BEECH AV T NW SZl 742 25 500 SINGLE PUBLIC <25 ^N12809 BEECH AV T NW SZl 225 25 300 SINGLE PUBLIC <25 SGN12852 BEECH AV • T NW SZl 610 25 100 SINGLE PUBUC <25 SGN12856 BEECH AV T NW SZl 610 25 200 SINGLE PUBUC <25 SGN12858 BEECH AV T NW SZl 609 25 200 SINGLE PUBUC <25 SGN10902 BEGONIA CT T SW SZ4 919 25 900 DOUBLE PUBUC <25 SGN 1461 BELLEFLOWER RD T SW SZ4 3868 25 1200 SINGLE PUBLIC <25 SGN15566 BELLEFLOWER RD T SW SZ4 3879 25 1200 SINGLE PUBUC <25 SGN 15568 BELLEFLOWER RD T SW SZ4 3879 25 1200 DOUBLE PUBUC <25 SGN15581 BELLEFLOWER RD T SW SZ4 3880 25 1200 DOUBLE PUBLIC <25 SGN4873 BENNINGTON CT T NE SZ2 3357 25 3600 SINGLE PVT <25 SGN3233 BERKELEY AV T NE SZ2 1008 25 2700 DOUBLE PUBUC <25 SGN3282 BERKELEY AV T NE SZ2 1638 25 2700 DOUBLE PUBLIC <25 SGN4692 BERKELEY AV SL |NE SZ2 1008 25 2700 SINGLE PUBLIC <25 SGN19894 BERYL WAY T ISE SZ6 7487 0 0 SGN10341 BIENVENIDA CIR SL |NW SZ3 1932 25 1800 SINGLE PUBUC <25 SGN7243 BITTERN CT T SW SZ4 3396 25 1600 SINGLE PUBUC <25 SGN16844 BIXBITE PL T SE SZ6 7284 25 6900 SINGLE PUBUC <25 SGN16068 BLACK RAILCT SL SW SZ4 3797 25 7000 SINGLE PUBUC <25 SGN8987 BLACK RAIL CT SW SZ4 3806 25 6800 SINGLE PUBUC <25 SGN8989 BLACK RAILCT SL SW SZ4 3807 25 6900 SINGLE PUBUC <25 SGN11074 BLACK RAILRD T SW SZ5 5267 40 5900 DOUBLE PUBUC 30-40 SGN 14583 BLACK RAILRD T NW SZ5 6789 40 6500 DOUBLE PUBUC 30-40 SGN1609 BLACK RAILRD T SW SZ5 5726 40 5900 DOUBLE PUBUC 30-40 SGN18298 BLACK RAILRD T SW SZ5 6789 40 0 SN1981 BLACK RAIL RD T SW SZ5 5267 40 5900 DOUBLE PUBUC 30-40 BLACK SWAN PL T SW SZ4 2312 25 7300 DOUBLE PUBUC <25 SGN9311 BLACK SWAN PL T SW SZ4 2313 25 7300 DOUBLE PUBUC <25 SGN9313 BLACK SWAN PL T SW SZ4 2314 25 7300 SINGLE PUBUC 30-40 SGN6648 BLACKBIRD CIR T SW SZ5 2745 25 1700 DOUBLE PUBUC <25 SGN9043 BLACKBIRD CIR T SW SZ4 2741 25 1700 DOUBLE PUBUC <25 SGN9105 BLACKBIRD CIR T SW SZ4 2742 25 1700 DOUBLE PUBUC <25 SGN9418 BLACKBIRD CIR T SW SZ4 2741 25 1700 DOUBLE PUBUC <25 SGN9490 BLACKBIRD CIR T SW SZ4 2745 25 1700 DOUBLE PUBUC <25 SGN15993 BLACKRAIL RD T SW SZ5 6786 40 6500 DOUBLE PUBUC 30-40 SGN15997 BLACKRAIL RD T SW SZ5 7477 40 6500 DOUBLE PUBUC 30-40 SGN16000 BLACKRAIL RD T SW SZ5 6786 40 6600 SINGLE PUBUC 30-40 SGN16055 BLACKRAIL RD SL SW SZ5 6613 40 6700 DOUBLE PUBUC 30-40 SGN16058 BLACKRAIL RD T |sw SZ5 6878 40 6700 DOUBLE PUBUC 30-40 SGN16273 BLACKRAIL RD T Isw SZ5 5266 40 6700 SINGLE PUBUC 30-40 SGN10491 BLENKARNE DR T |NW SZl 1528 25 3100 SINGLE PUBLIC <25 SGN8370 BLENKARNE DR T NW SZl 1528 25 3100 DOUBLE PUBLIC <25 SGN8372 BLENKARNE DR T NW SZl 949 25 3100 SINGLE PUBLIC <25 SGN19949 BLUE DOLPHIN WAY T SW SZ4 5572 25 700 SINGLE PVT 30-40 SGN7288 BLUE ORCHID LN T SW SZ5 1103 25 6900 SINGLE PUBUC <25 SGN7292 BLUE ORCHID LN T Isw SZ5 2305 25 6900 SINGLE PUBLIC <25 SGN7294 BLUE ORCHID LN T Isw SZ5 1103 25 6900 DOUBLE PUBUC <25 SGN7297 BLUE ORCHID LN T isw SZ5 2306 25 6900 DOUBLE PUBUC <25 SGN7299 BLUE ORCHID LN T |sw SZ5 2305 25 6900 DOUBLE PUBUC <25 kGN15936 BLUE POINT DR T Isw SZ4 3926 25 6700 SINGLE PUBUC <25 ^ JN15940 BLUE POINT DR T SW SZ4 3926 25 6700 SINGLE PUBLIC <25 §GN1423 BLUEBELLCT T SW SZ4 2086 25 800 SINGLE PVT <25 SGN15567 BLUEBONNET DR T SW SZ4 3876 25 6500 SINGLE PUBUC <25 8 of 67 SGN15574 BLUEBONNET DR T SW SZ4 3876 25 6500 SINGLE PUBUC <25 SGN8220 BLUFFCT T NE SZ2 6088 25 3500 DOUBLE PUBUC <25 SGN18188 BLUFF VIEW WAY T NW SZ3 7523 25 4000 SINGLE PVT <25 f SGN6782 BOCA ST SL SE SZ7 2524 25 2200 SINGLE PUBUC <25 SGN6783 BOCA ST R SE SZl 2524 25 2200 SINGLE PUBUC <25 SGN6786 BOCA ST SL SE SZl 1195 25 2200 SINGLE PUBLIC <25 SGN17074 BOLERO ST T SE SZl 2447 25 7300 SINGLE 30-40 SGN6775 BOLO PL R SE SZl 348 25 7700 SINGLE PUBLIC <25 SGN6876 BORLA PL T SE SZl 2493 25 7300 SINGLE PUBUC <25 SGN6773 BOTELLA PL T SE SZl 1194 25 2300 SINGLE PUBUC <25 SGN1218 BOTTLE BRUSH WAY T SW SZ4 3010 25 800 SINGLE PVT 30-40 SGN2065 BOWSPIRIT WAY T SW SZ4 3942 25 1200 SINGLE PUBUC <25 SGN2068 BOWSPIRITWAY T SW SZ4 3942 25 1200 SINGLE PUBUC <25 SGN19085 BOXTHORN WAY T SW SZ4 7317 25 0 SINGLE PUBUC <25 SGN19087 BOXTHORN WAY T SW SZ4 7317 25 0 SINGLE PUBUC <25 SGN13435 BRADY CIR T NW SZl 6604 25 1600 SINGLE PUBUC <25 SGN13438 BRADY CIR T NW SZl 6602 25 1600 DOUBLE PUBUC <25 SGN13440 BRADY CIR T NW SZl 6602 25 1600 SINGLE PUBUC <25 SGN20005 BRANDON CIR T NE SZ2 1843 25 3000 SINGLE PVT <25 SGN20006 BRANDON CIR T NE SZ2 1843 25 3000 SINGLE PVT <25 SGN9304 BRANTA AV T SW SZ4 2311 25 1400 SINGLE PUBUC <25 SGN9307 BRANTA AV T SW SZ4 2311 25 1400 SINGLE PUBUC <25 SGN6981 BRAVA ST T SE SZl 2476 25 7500 SINGLE PUBUC <25 SGN6984 BRAVA ST T SE SZl 206 25 7400 PUBUC <25 SGN6991 BRAVA ST T SE SZl 1169 25 7400 SINGLE PUBUC <25 SGN6994 BRAVA ST T SE SZl 1169 25 7400 DOUBLE PUBUC <25 SGN6996 BRAVA ST T SE SZl 206 25 7400 DOUBLE PUBUC <25 SGN9361 BRENTWOOD CT T NW SZl 1577 25 2800 SINGLE PVT 30-40 " SGN12040 BRESSI RANCH WAY SL SE SZ6 7226 25 2600 DOUBLE PUBUC <25 SGN 12044 BRESSI RANCH WAY SL SE SZ6 7108 25 2600 DOUBLE PUBLIC <25 SGN16608 BRESSI RANCH WAY T SE SZ6 7225 25 2700 SINGLE PUBUC <25 SGN18808 BRESSI RANCH WAY T SE SZ6 7227 25 2700 DOUBLE PUBUC <25 SGN19345 BRESSI RANCH WAY T SE SZ6 7108 25 2600 SINGLE PUBLIC <25 SGN1223 BRIARWOOD DR T SW SZ4 3007 25 6900 SINGLE PVT 30-40 SGN15953 BRIARWOOD DR T SW SZ4 2088 25 6800 SINGLE PVT 30-40 SGN5363 BRIDGEPORT LN T NE SZ2 2933 25 3500 SINGLE PVT <25 SGN1534 BRIGANTINE DR T SW SZ5 5587 25 6500 SINGLE PUBLIC >45 SGN15690 BRIGANTINE DR T SW SZ5 5587 25 6500 SINGLE PUBUC <25 SGN8777 BRIGHTON RD T NE SZ2 1052 25 2600 SINGLE PUBUC <25 SGN8779 BRIGHTON RD SL NE SZ2 1052 25 2600 DOUBLE PUBUC <25 SGN9130 BRIGHTON RD T NE SZ2 1804 25 2600 SINGLE PUBUC 30-40 SGN1078 BRITTANY WAY SL NE SZ2 249 25 3500 SINGLE PUBUC <25 SGN 1082 BRITTANY WAY T NE SZ2 249 25 3500 SINGLE PUBUC 30-40 SGN5292 BROOKFIELD WAY T NE SZ2 6228 25 3500 SINGLE PVT <25 SGN16687 BROOKITE CT T SE SZ6 7380 25 6600 SINGLE PUBLIC <25 SGN18800 BROOKS WAY T NW SZ3 1883 25 4300 SINGLE PVT <25 SGN8726 BROOKWOOD CT T NE SZ2 1859 25 4700 SINGLE PUBUC <25 SGN9391 BROWNING RD T NW SZ3 3406 25 5400 SINGLE PVT 30-40 SGN10959 BRUCE RD T NW SZ3 1890 25 1700 SINGLE PVT 30-40 SGN10590 BRYCE CIR T NW SZ3 515 25 4700 SINGLE PVT <25 SGN8769 BUCKINGHAM LN T NE SZ2 2702 25 4600 DOUBLE PUBUC <25 SGN12490 BUENA PL T NW SZl 1350 25 1000 SINGLE PUBUC 30-40 J> SGN12710 BUENA VISTA CIR T NW SZl 3080 25 2400 SINGLE PUBLIC <25 SGN10401 BUENA VISTA WAY T NW SZl 1377 25 1500 SINGLE PUBLIC <25 1^ SGN 10417 BUENA VISTA WAY T NW SZl 283 25 1600 SINGLE PUBUC <25 9 of 67 SGN10422 BUENA VISTA WAY T NW SZl 6877 25 1800 SINGLE PUBUC <25 SGN12486 BUENA VISTA WAY T NW SZl 1232 25 1000 SINGLE PUBUC 30-40 k5N12489 BUENA VISTA WAY T NW SZl 1232 25 1100 SINGLE PUBUC <25 ^N12493 BUENA VISTA WAY T NW SZl 1233 25 1100 SINGLE PUBUC <25 ! SGN20028 BUENA VISTA WAY T NW SZl 282 25 1700 SINGLE PUBUC <25 ! SGN8885 BUENA VISTA WAY T NW SZl 284 25 1800 SINGLE PUBUC <25 ! SGN9166 BUENA VISTA WAY T NW SZl 1377 25 1400 SINGLE PUBUC 30-40 ! SGN9552 BUENA VISTA WAY T NW SZl 940 25 1800 SINGLE PUBUC <25 ! SGN9290 BULRUSH CT T SW SZ4 4083 25 1300 SINGLE PUBUC 30-40 ! SGN9294 BULRUSH CT T SW SZ4 4083 25 1300 DOUBLE PUBUC <25 ! SGN6792 BURGOSCT SL SE SZl 2472 25 2400 SINGLE PUBUC <25 ! SGN1269 BUTTERCUP RD T SW SZ4 922 25 900 SINGLE PUBUC 30-40 ! SGN1652 BUTTERCUP RD T SW SZ4 2238 25 900 SINGLE PUBUC <25 ! SGN1656 BUTTERCUP RD T SW SZ4 2238 25 800 SINGLE PUBUC <25 ! SGN8880 BUTTERS RD T NW SZl 1282 25 1800 SINGLE PUBLIC <25 ! SGN9495 BYRON PL T NW SZ3 2908 25 2300 DOUBLE PUBUC <25 ! SGN9497 BYRON PL T NW SZ3 2908 25 2400 SINGLE PUBUC <25 ! SGN16002 CABELA PL T SW SZ5 5591 25 6600 SINGLE PUBUC <25 ! SGN16119 CABELA PL T SW SZ5 5591 25 6600 DOUBLE PUBUC <25 ! SGN16121 CABELA PL T SW SZ5 6785 25 6600 DOUBLE PUBUC <25 ! SGN6572 CABOCT T SE SZ7 2505 25 3300 SINGLE PUBUC <25 ! SGN6575 CABO WAY T SE SZl 2506 25 3300 SINGLE PUBUC <25 ! SGN6577 CABO WAY T SE SZl 2506 25 3300 SINGLE PUBUC <25 ! SGN16912 CACATUA ST SL SE SZ6 890 25 2900 DOUBLE PUBUC <25 ! SGN16913 CACATUA ST SL SE SZ6 2154 25 2800 SINGLE PUBUC >45 ! SGN7531 CACATUA ST SL SE SZ6 891 25 2900 DOUBLE PUBUC <25 ! SGN7533 CACATUA ST SL SE SZ6 2171 25 2900 SINGLE PUBUC <25 ! SN7567 CACATUA ST SL SE SZ6 2154 25 2800 SINGLE PUBUC <25 ! -<SN17553 CADENCIA ST T ISE SZl 6691 25 3400 DOUBLE PUBUC <25 ! SGN17605 CADENCIA ST T SE SZl 2495 25 3400 SINGLE PUBUC <25 ! SGN17611 CADENCIA ST T SE SZl 6716 25 3400 DOUBLE PUBUC <25 ! SGN17654 CADENCIA ST T SE SZl 6691 25 3400 SINGLE PUBUC <25 ! SGN19877 CADENCIA ST T SE SZl 6716 0 0 ! SGN6623 CADENCIA ST T SE SZl 2477 25 3100 SINGLE PUBUC <25 ! SGN6626 CADENCIA ST R SE SZl 3055 25 3100 SINGLE PUBUC <25 ! SGN6671 CADENCIA ST SZl 3055 25 3000 SINGLE PUBUC <25 ! SGN6677 CADENCIA ST SE SZl 3054 25 3000 SINGLE PUBUC <25 ! SGN6862 CADENCIA ST T SE SZl 1170 25 3300 DOUBLE PUBUC <25 ! SGN6865 CADENCIA ST T SE SZl 2495 25 3300 DOUBLE PUBUC <25 ! SGN6875 CADENCIA ST T SE SZl 1170 25 3300 DOUBLE PUBUC <25 ! SGN6881 CADENCIA ST T SE SZl 200 25 3300 DOUBLE PUBUC <25 ! SGN6904 CADENCIA ST T SE SZl 200 25 3300 SINGLE PUBUC <25 ! SGN6934 CADENCIA ST T SE SZl 202 40 7300 DOUBLE PUBUC 30-40 ! SGN6937 CADENCIA ST T SE SZl 1173 40 7300 DOUBLE PUBUC 30-40 ! SGN6958 CADENCIA ST R SE SZl 1173 40 0 PUBUC 30-40 ! SGN6962 CADENCIA ST T SE SZl 1174 40 7300 SINGLE PUBUC 30-40 ! SGN6967 CADENCIA ST T SE SZl 2479 40 7400 SINGLE PUBUC 30-40 ! SGN9023 CALAVO CT T NW SZ3 1889 25 1700 SINGLE PUBUC 30-40 ! SGN7958 CALDERA PL T NE SZ2 3256 25 3700 SINGLE PUBUC 30-40 ! SGN6186 CALETA CT SL SE SZ7 1107 25 2000 SINGLE PUBLIC <25 ! SGN9258 CAUDRIS LN T SW SZ4 2815 25 7200 SINGLE PUBUC <25 ! kGN9262 CAUDRIS LN T SW SZ4 2815 25 7200 SINGLE PUBUC <25 "N6433 CAUNAWAY T SE SZ7 2549 25 7700 SINGLE PUBUC <25 '-'Hi K6N17538 CALLE ACERVO T ISE SZl 6216 30 8000 SINGLE PUBLIC 30-40 '-'Hi SGN17540 CALLE ACERVO T |SE SZl 5756 30 8000 SINGLE PUBUC 30-40 10 of 67 SGN5583 CALLE ACERVO T SE SZl 3596 30 7900 SINGLE PUBUC 30-40 SGN5589 CALLE ACERVO T SE SZl 3539 30 8100 SINGLE PUBLIC 30-40 SGN5601 CALLE ACERVO T SE SZl 3539 30 7900 SINGLE PUBLIC 30-40 ^ SGN5605 CALLE ACERVO T SE SZl 5756 30 8100 SINGLE PUBLIC 30-40 SGN5646 CALLE ACERVO T SE SZl 3596 30 7900 SINGLE PUBUC 30-40 SGN5655 CALLE ACERVO T SE SZl 3540 30 7900 SINGLE PUBUC 30-40 SGN5658 CALLE ACERVO T SE SZl 3538 30 7900 SINGLE PUBUC 30-40 SGN5666 CALLE ACERVO T SE SZl 2852 30 7900 SINGLE PUBLIC 30-40 SGN5679 CALLE ACERVO T SE SZl 2852 30 7900 SINGLE PUBUC 30-40 SGN5999 CALLE ACERVO T SE SZl 585 30 7800 SINGLE PUBUC 30-40 SGN6010 CALLE ACERVO T SE SZl 585 30 7900 SINGLE PUBUC 30-40 SGN6020 CALLE ACERVO T SE SZl 579 30 7900 SINGLE PUBLIC 30-40 SGN17418 CALLE ALHENA T SE SZl 5025 25 3000 SINGLE PUBLIC <25 SGN6142 CALLE ALHENA T SE SZl 5025 25 3000 SINGLE PUBUC <25 SGN7022 CALLE ALMA T SE SZl 2773 25 7300 SINGLE PVT <25 SGN1745 CALLE ARROYO T NW SZl 759 25 2700 SINGLE PVT 30-40 SGN5696 CALLE BARCELONA T SE SZl 1217 30 3300 SINGLE PUBLIC 30-40 SGN6019 CALLE BARCELONA T SE SZl 2624 30 3300 SINGLE PUBLIC 30-40 SGN6026 CALLE BARCELONA T SE SZl 2624 30 3300 SINGLE PUBLIC 30-40 SGN6029 CALLE BARCELONA T SE SZl 1217 30 3300 SINGLE PUBLIC 30-40 SGN6043 CALLE BARCELONA T SE SZl 2622 30 3200 SINGLE PUBUC 30-40 SGN6050 CALLE BARCELONA T SE SZl 2622 30 3200 SINGLE PUBUC 30-40 SGN6064 CALLE BARCELONA T SE SZl 392 30 3200 SINGLE PUBLIC 30-40 SGN6129 CALLE BARCELONA T SE SZl 5007 45 2300 SINGLE PUBLIC >45 SGN6136 CALLE BARCELONA T SE SZl 5005 45 2800 SINGLE PUBLIC >45 SGN6147 CALLE BARCELONA T SE SZl 5007 45 2700 SINGLE PUBUC >45 SGN20021 CALLE CABALLERO T NW SZl 760 25 2700 SINGLE PVT 30-40 . SGN2766 CALLE CARACAS R SE SZl 376 25 7800 SINGLE PVT 30-40 SGN2768 CALLE CARACAS R SE SZl 2843 25 3300 SINGLE PVT 30-40 ^ SGN17541 CALLE CATALONIA T SE SZl 5741 25 8100 SINGLE PUBLIC 30-40 SGN17545 CALLE CATALONIA T SE SZl 5744 25 8100 SINGLE PUBUC <25 SGN17547 CALLE CONIFERA T SE SZl 6699 25 7300 SINGLE PUBLIC <25 SGN17599 CALLE CONIFERA T SE SZl 6695 25 7300 SINGLE PUBUC <25 SGN17604 CALLE CONIFERA T SE SZl 6718 25 7300 SINGLE PUBUC <25 SGN17608 CALLE CONIFERA SL SE SZl 6718 25 7200 SINGLE PUBUC <25 SGN17617 CALLE CONIFERA T SE SZl 6708 25 7300 SINGLE PUBUC <25 SGN17621 CALLE CONIFERA T SE SZl 6704 25 7300 SINGLE PUBUC <25 SGN19876 CALLE CONIFERA T SE SZl 6695 0 0 SGN17521 CALLE CORDOBA T SE SZl 5740 25 7900 SINGLE PUBLIC <25 SGN 17537 CALLE CORDOBA T SE SZl 5740 25 7900 SINGLE PUBUC 30-40 SGN5704 CALLE COZUMEL T SE SZl 2607 25 7900 SINGLE PUBUC <25 SGN5707 CALLE COZUMEL T SE SZl 2607 25 7900 SINGLE PUBUC <25 SGN7030 CALLE DE FUENTE T SE SZl 2841 25 7300 SINGLE PRIVATE <25 SGN6955 CALLE FUEGO SL SE SZl 2777 25 3100 SINGLE PRIVATE <25 SGN6288 CALLE GAVANZO T SE SZl 386 25 3500 SINGLE PUBUC <25 SGN6290 CALLE GAVANZO T SE SZl 385 25 3500 SINGLE PUBUC <25 SGN8839 CALLE HACIENDA T NE SZl 2988 25 2700 SINGLE PUBUC <25 SGN8842 CALLE HACIENDA T NE SZl 2989 25 2600 DOUBLE PUBUC <25 SGN8847 CALLE HACIENDA T NE SZl 2987 25 2600 DOUBLE PUBLIC <25 SGN8852 CALLE HACIENDA T NE SZl 2987 25 2600 SINGLE PUBLIC <25 SGN11949 CALLE HIDALGO T SE SZl 4307 25 3500 SINGLE PUBUC <25 SGN16951 CALLE HIDALGO T SE SZl 4308 25 3500 SINGLE PUBUC <25 ^ SGN7088 CALLE HIDALGO T SE SZl 4308 25 3500 SINGLE PUBUC >45 SGN19230 CALLE HIERRO T SE SZl 7440 25 0 SINGLE PVT <25 SGN19233 CALLE HIERRO T SE SZl 7439 25 0 SINGLE PUBUC <25 11 of 67 SGN6024 CALLE JALISCO T ISE SZl 2610 25 7900 SINGLE PUBUC <25 SGN6027 CALLE JALISCO T SE SZl 2610 25 7900 SINGLE PUBUC 30-40 "^GN6030 CALLE JALISCO T SE SZl 2630 25 7800 SINGLE PUBLIC 30-40 JN6032 CALLE JALISCO T SE SZl 2632 25 7800 SINGLE PUBUC <25 SGN6034 CALLE JAUSCO T SE SZl 2632 25 7800 SINGLE PUBUC <25 SGN6951 CALLE LUNA T SE SZl 2774 25 7300 SINGLE PVT <25 SGN6413 CALLE MADERO SL SE SZl 2555 25 7700 SINGLE PUBUC <25 SGN6703 CALLE MADERO T SE SZl 2554 25 7600 SINGLE PUBUC >45 SGN6709 CALLE MADERO T SE SZl 2555 25 7700 SINGLE PUBUC <25 SGN5713 CALLE MADRID T SE SZl 2602 25 7900 SINGLE PUBUC <25 SGN17240 CALLE OLIVA T SZl 4840 25 7800 SINGLE PUBUC <25 SGN17243 CALLE OLIVA T SE SZl 4844 25 7800 SINGLE PUBUC <25 SGN11891 CALLE PALMITO T SE SZl 6737 25 3500 SINGLE PUBUC <25 SGN17644 CALLE PALMITO T SE SZl 6993 25 3500 SINGLE PUBUC <25 SGN 19284 CALLE PALMITO T SE SZl 6994 25 3500 SINGLE PUBUC <25 SGN19286 CALLE PALMITO T SE SZl 6738 25 3500 SINGLE PUBUC <25 SGN6476 CALLE PINABETE T SE SZl 3722 25 7800 SINGLE PUBUC <25 SGN6478 CALLE PINABETE T SE SZl 3722 25 7800 SINGLE PUBUC <25 SGN6482 CALLE PINABETE T SE SZl 3721 25 7800 SINGLE PUBLIC <25 SGN6486 CALLE PINABETE T SE SZl 3720 25 7800 SINGLE PUBUC <25 SGN17419 CALLE PINON T SE SZl 6686 25 8000 SINGLE PUBUC <25 SGN17421 CALLE PINON T SE SZl 6686 25 8000 SINGLE PUBUC <25 SGN 17425 CALLE PINON T SE SZl 5028 25 8000 SINGLE PUBUC <25 SGN5716 CALLE POSADA T SE SZl 1215 25 7900 SINGLE PUBUC <25 SGN5718 CALLE POSADA T SE SZl 1215 25 7900 SINGLE PUBUC <25 SGN6051 CALLE POSADA T SE SZl 2605 25 7900 SINGLE PUBUC 30-40 SGN5670 CALLE SAN BLAS T SE SZl 2619 25 3300 SINGLE PUBUC <25 "1N5673 CALLE SAN BLAS T ISE SZl 2621 25 3300 SINGLE PUBUC <25 ^N5680 CALLE SAN BLAS T IsE SZl 2620 25 3300 SINGLE PUBUC 30-40 SGN5712 CALLE SAN FEUPE T ISE SZl 391 25 7900 SINGLE PUBUC <25 SGN5717 CALLE SAN FEUPE T IsE SZl 391 25 7900 SINGLE PUBUC <25 SGN6063 CALLE SAN FEUPE T IsE SZl 393 25 7900 SINGLE PUBUC 30-40 SGN8804 CALLE SUSANA T INE SZl 2980 25 2700 SINGLE PUBUC <25 SGN8807 CALLE SUSANA T INE SZl 2980 25 2700 DOUBLE PUBUC <25 SGN8811 CALLE SUSANA T INE SZl 2981 25 2700 DOUBLE PUBUC <25 SGN8817 CALLE SUSANA T INE SZl 2977 25 2700 DOUBLE PUBUC <25 SGN8821 CALLE SUSANA SL INE SZl 2978 25 2700 SINGLE PUBUC <25 SGN8870 CALLE SUSANA T INE SZl 2978 25 2600 SINGLE PUBUC <25 SGN1131 CALLE TIMITEO T SE SZl 3688 30 7700 SINGLE PUBUC 30-40 SGN 1144 CALLE TIMITEO T SE SZl 3687 30 7700 SINGLE PUBUC • 30-40 SGN 1203 CALLE TIMITEO T SE SZl 3688 30 7700 SINGLE PUBUC 30-40 SGN2765 CALLE TIMITEO R SE SZl 3487 30 3400 SINGLE PUBUC 30-40 SGN2767 CALLE TIMITEO R SE SZl 3370 30 3400 SINGLE PUBUC 30-40 SGN2770 CALLE TIMITEO T SE SZl 5429 30 3400 SINGLE PUBUC 30-40 SGN2776 CALLE TIMITEO T SE SZl 5429 30 3400 SINGLE PUBUC >45 SGN5715 CALLE VALLARTA T SE SZl 2603 25 3200 SINGLE PUBUC <25 SGN6942 CALLE VERANO T SE SZl 2847 25 7300 SINGLE PVT <25 SGN6956 CALLE VIENTO SL SE SZl 2778 25 3100 SINGLE PVT <25 SGN16126 CALUANDRA RD T SW SZ5 4223 25 1600 DOUBLE PUBUC <25 SGN16130 CALLIANDRA RD SW SZ5 4224 25 1600 SINGLE PUBUC 30-40 SGN15619 CALMERIA PL T SW SZ4 5515 25 6400 SINGLE PUBUC <25 ^N20009 CAMBRIDGE WAY T NE SZ2 1851 25 4500 SINGLE PVT <25 N9912 CAMDEN CIR T NW SZl 293 25 3400 SINGLE PUBUC <25 !?6N13727 CAMELLIA PL T NW SZl 1467 25 800 SINGLE PUBUC <25 SGN9997 CAMEO RD T |NW SZl 1554 25 2200 SINGLE PUBUC 30-40 12 of 67 SGN7816 CAMINITO AZUL T SW SZ4 2055 25 800 SINGLE PUBUC <25 SGN7476 CAMINITO DEL MAR T SW SZ4 2047 25 800 SINGLE PUBLIC <25 SGN7478 CAMINITO DEL REPOS T SW SZ4 2048 25 800 SINGLE PUBUC <25 / SGN7851 CAMINITO DEL SOL T SW SZ4 2049 25 800 SINGLE PUBUC <25 SGN7483 CAMINITO ESTRADA T SW SZ4 2052 25 900 SINGLE PUBUC 30-40 SGN7450 CAMINITO MADRIGAL T SW SZ4 2051 25 900 SINGLE PUBLIC 30-40 SGN2769 CAMINITO MALAGA T SE SZl 372 25 7700 SINGLE PVT 30-40 SGN6546 CAMINITO MONARCA R SE SZl 2511 25 7700 SINGLE PVT 30-40 SGN7819 CAMINITO ROSA T SW SZ4 2054 25 800 SINGLE PUBUC <25 SGN7825 CAMINITO VERDE T SW SZ4 2053 25 800 SINGLE PUBUC <25 SGN19878 CAMINO ABIERTO T SE SZl 7354 0 0 SGN5594 CAMINO ALEGRE T SE SZl 3543 25 3400 DOUBLE PUBUC <25 SGN5754 CAMINO ALVARO T SE SZl 4024 25 7900 SINGLE PUBUC <25 SGN5757 CAMINO ALVARO T SE SZl 4024 25 7900 SINGLE PUBUC <25 SGN5611 CAMINO ARENA T SE SZl 4288 25 3500 SINGLE PUBUC <25 SGN5631 CAMINO ARENA T SE SZl 3690 25 3500 SINGLE PUBLIC <25 SGN5635 CAMINO ARENA T SE SZl 3690 25 3500 SINGLE PUBUC <25 SGN5638 CAMINO ARENA T SE SZl 4289 25 3500 SINGLE PUBUC <25 SGN5924 CAMINO ARENA T SE SZl 4288 25 3500 SINGLE PUBUC <25 SGN20443 CAMINO ARROYO T SE SZl 2771 0 0 SGN6947 CAMINO ARROYO, T SE SZl 2771 25 3100 SINGLE PVT <25 SGN 1145 CAMINO CABRILLO T SE SZl 3670 25 3200 SINGLE PVT 30-40 SGN7401 CAMINO CAPISTRANC T SE SZ6 3528 25 6500 SINGLE PVT <25 SGN17594 CAMINO CEREZA T SE SZl 6731 25 3500 SINGLE PUBUC >45 SGN19872 CAMINO CEREZA T SE SZl 6731 0 0 SGN5699 CAMINO CORONADO T SE SZl 390 25 3300 SINGLE PUBUC <25 SGN5701 CAMINO CORONADO T SE SZl 2606 25 3200 SINGLE PUBUC <25 SGN5703 CAMINO CORONADO T SE SZl 2606 25 3200 SINGLE PUBUC <25 ' SGN5981 CAMINO CORONADO T SE SZl 2611 25 3300 SINGLE PUBUC <25 V SGN6023 CAMINO CORONADO T SE SZl 578 25 3300 SINGLE PUBUC <25 SGN5652 CAMINO CORTE T SE SZl 3750 25 3400 SINGLE PUBUC <25 SGN5656 CAMINO CORTE T SE SZl 3750 25 3400 SINGLE PUBUC 30-40 SGN6950 CAMINO DE AGUAS T SE SZl 2770 25 3100 SINGLE PVT <25 SGN11950 CAMINO DE AMIGOS T SE SZl 4299 25 6800 SINGLE PUBUC <25 SGN16952 CAMINO DE AMIGOS T SE SZl 4298 25 6800 SINGLE PUBUC <25 SGN16954 CAMINO DE AMIGOS T SE SZl 4298 25 6800 SINGLE PUBUC <25 SGN16957 CAMINO DE AMIGOS T SE SZl 4297 25 6800 SINGLE PUBLIC <25 SGN16958 CAMINO DE AMIGOS T SE SZl 4296 25 6800 SINGLE PUBUC <25 SGN16966 CAMINO DE AMIGOS T SE SZ6 4295 25 6700 SINGLE PUBUC <25 SGN16970 CAMINO DE AMIGOS T SE SZ6 4294 25 6700 SINGLE PUBUC <25 SGN7065 CAMINO DE AMIGOS T SE SZl 4300 25 6800 SINGLE PUBUC <25 SGN7068 CAMINO DE AMIGOS T SE SZl 4300 25 6800 SINGLE PUBUC <25 SGN1441 CAMINO DE LAS ONO T SW SZ4 3453 40 1000 SINGLE PUBUC 30-40 SGN1468 CAMINO DE LAS ONDy T SW SZ4 3925 40 1200 DOUBLE PUBUC 30-40 SGN1479 CAMINO DE LAS OND; T SW SZ4 3924 40 1200 DOUBLE PUBUC 30-40 SGN1482 CAMINO DE LAS OND/ T SW SZ4 3921 40 1300 SINGLE PUBUC 30-40 SGN1499 CAMINO DE LAS OND; T SW SZ4 3922 40 1300 DOUBLE PUBUC 30-40 SGN15824 CAMINO DE LAS ONO T SW SZ4 3453 40 1000 DOUBLE PUBUC 30-40 SGN15920 CAMINO DE LAS ONO T SW SZ4 3643 40 1000 DOUBLE PUBLIC 30-40 SGN15926 CAMINO DE LAS ONDy T SW SZ4 3643 40 1100 SINGLE PUBLIC 30-40 SGN15949 CAMINO DE LAS OND; T SW SZ4 455 40 1100 DOUBLE PUBUC 30-40 SGN15954 CAMINO DE LAS ONDy T SW SZ4 3925 40 1200 SINGLE PUBUC 30-40 J SGN19121 CAMINO DE LAS ONO T SW SZ4 3924 40 1200 DOUBLE PUBLIC 30-40 • SGN7812 CAMINO DE LAS ONO SL SW SZ4 3033 40 700 SINGLE PUBUC 30-40 ^ SGN7833 CAMINO DE LAS ONDy SW SZ4 3033 40 800 SINGLE PUBUC 30-40 13 of 67 SGN7837 CAMINO DE LAS ONDy T SW SZ4 441 40 800 DOUBLE PUBUC 30-40 SGN7844 CAMINO DE LAS ONDy T SW SZ4 442 40 900 SINGLE PUBUC 30-40 ^GN2747 CAMINO DE LOS COCI T SE SZ7 380 40 3500 SINGLE PUBUC 30-40 ^N5939 CAMINO DE LOS COCI T |SE SZl 381 40 3400 SINGLE PUBUC 30-40 SGN6998 CAMINO DELARCO T 1 SE SZl 2764 25 3100 SINGLE PVT <25 SGN7032 CAMINO DELARCO T SE SZl 2764 25 3100 SINGLE PRIVATE <25 SGN7471 CAMINO DEL PARQUE T SW SZ4 2050 25 6500 SINGLE PUBUC 30-40 SGN7474 CAMINO DEL PARQUE T SW SZ4 437 25 6400 DOUBLE PUBUC <25 SGN7477 CAMINO DEL PARQUE T SW SZ4 854 25 6400 DOUBLE PUBUC <25 SGN7850 CAMINO DEL PARQUE T SW SZ4 2050 25 6500 SINGLE PUBUC <25 SGN7860 CAMINO DEL PARQUE T SW SZ4 854 25 6400 SINGLE PUBUC 30-40 SGN7813 CAMINO DEL PRADO SL SW SZ4 2058 25 6799 SINGLE PUBLIC 30-40 SGN7815 CAMINO DEL PRADO T SW SZ4 2058 25 6700 DOUBLE PUBUC <25 SGN7818 CAMINO DEL PRADO T SW SZ4 2057 25 6700 DOUBLE PUBUC <25 SGN7824 CAMINO DEL PRADO T SW SZ4 2056 25 6700 DOUBLE PUBUC <25 SGN7832 CAMINO DEL PRADO T SW SZ4 2059 25 6700 SINGLE PUBUC 30-40 SGN9822 CAMINO DEL SOL CIR T |NW SZ3 418 25 1100 SINGLE PUBUC <25 SGN 17456 CAMINO GATO T ISE SZ7 3966 25 7900 SINGLE PUBUC <25 SGN5744 CAMINO GATO T IsE SZl 3966 25 7900 SINGLE PUBUC <25 SGN5751 CAMINO GATO T |sE SZl 4021 25 7900 SINGLE PUBUC <25 SGN14862 CAMINO HILLS DR T NW SZ3 2915 35 2500 SINGLE PUBUC 30-40 SGN5574 CAMINO HILLS DR T NW SZ3 2915 35 2500 SINGLE PUBUC 30-40 SGN9392 CAMINO HILLS DR T NW SZ3 3634 25 2300 DOUBLE PUBUC 30-40 SGN9398 CAMINO HILLS DR SL NW SZ3 1991 35 2300 SINGLE PUBUC 30-40 SGN11900 CAMINO JUNIPERO T SE SZ7 6739 45 3800 SINGLE PUBUC >45 SGN17564 CAMINO JUNIPERO T |SE SZl 6736 45 3700 SINGLE PUBUC >45 SGN17581 CAMINO JUNIPERO T ISE SZl 6741 45 3600 SINGLE PUBUC >45 "iN17593 CAMINO JUNIPERO T isE SZl 6734 45 3600 SINGLE PUBUC >45 |«rGN5606 CAMINO LARGO T SE SZl 3746 25 3400 SINGLE PUBUC 30-40 SGN5609 CAMINO LARGO T SE SZl 3746 25 3400 SINGLE PUBUC <25 SGN7383 CAMINO UMERO T SE sze 71 25 3000 SINGLE PVT <25 SGN7546 CAMINO UMERO T SE SZ6 2167 25 3000 SINGLE PVT <25 SGN5627 CAMINO UNDO T SE SZl 3695 25 3500 SINGLE PUBUC <25 SGN5630 ^ CAMINO UNDO T SE SZl 3694 25 3500 SINGLE PUBUC <25 SGN5667 CAMINO UNDO T SE SZl 3695 25 3500 SINGLE PUBUC 30-40 SGN7368 CAMINO MICHELLE T SE SZl 84 25 3400 SINGLE PVT <25 SGN11082 CAMINO MONTEGO T SE SZl 6648 25 8000 SINGLE PUBUC <25 SGN17511 CAMINO MONTEGO T SE SZl 6648 25 8000 SINGLE PUBUC <25 SGN17519 CAMINO MONTEGO T SE SZl 6649 25 8000 SINGLE PUBUC <25 SGN1204 CAMINO PINTADO T SE SZl 3680 25 3200 SINGLE PVT 30-40 SGN17232 CAMINO ROBLEDO T SE SZl 3716 25 2100 SINGLE PUBUC <25 SGN6434 CAMINO ROBLEDO T SE SZl 5389 25 2300 SINGLE PUBUC <25 SGN6460 CAMINO ROBLEDO T SE SZl 3705 0 2200 SINGLE PUBUC <25 SGN6473 CAMINO ROBLEDO T SE SZl 3725 0 2200 SINGLE PUBUC <25 SGN6475 CAMINO ROBLEDO T SE SZl 3725 25 2200 SINGLE PUBUC <25 SGN11548 CAMINO SERBAL T SE SZl 4918 25 3000 SINGLE PUBUC <25 SGN17249 CAMINO SERBAL T SE SZl 4906 25 2800 SINGLE PUBUC <25 SGN17351 CAMINO SERBAL T SE SZl 4921 25 2900 SINGLE PUBLIC <25 SGN17354 CAMINO SERBAL T SE SZl 4919 25 2900 SINGLE PUBUC <25 SGN17356 CAMINO SERBAL T SE SZl 4913 25 2900 SINGLE PUBUC <25 SGN17365 CAMINO SERBAL T SE SZl 4916 25 3000 SINGLE PUBUC <25 ls6N6389 CAMINO SERBAL T SE SZl 4906 25 2800 SINGLE PUBUC 30-40 N6392 CAMINO SERBAL T SE SZl 4909 25 2800 SINGLE PUBUC 30-40 *SfeN15649 CAMINO VIDA ROBLE T Isw SZ5 2118 40 2300 SINGLE PUBUC 30-40 SGN3883 CAMINO VIDA ROBLE T |NW SZ3 862 40 1900 DOUBLE PUBUC 30-40 14 of 67 SGN3887 CAMINO VIDA ROBLE T NW SZ3 63 40 1900 DOUBLE PUBUC 30-40 SGN3975 CAMINO VIDA ROBLE T NW SZ3 63 40 1900 DOUBLE PUBUC 30-40 SGN3981 CAMINO VIDA ROBLE T NW SZ3 861 40 1900 DOUBLE PUBUC 30-40 r SGN7672 CAMINO VIDA ROBLE T SW SZ5 869 30 2100 SINGLE PUBUC 30-40 ^ SGN7681 CAMINO VIDA ROBLE SL SW SZ5 92 30 2000 DOUBLE PUBUC 30-40 SGN7690 CAMINO VIDA ROBLE T SW SZ5 65 30 2000 DOUBLE PUBUC 30-40 SGN7703 CAMINO VIDA ROBLE T SW SZ5 2116 30 2200 SINGLE PUBUC 30-40 SGN977 CAMINO VIDA ROBLE T NW SZ3 60 40 1900 DOUBLE PUBUC 30-40 SGN985 CAMINO VIDA ROBLE T NW SZ3 60 40 1900 SINGLE PUBUC 30-40 SGN 16462 CAMPBELL PL T SE SZ6 7358 25 2500 SINGLE PUBUC 30-40 SGN1483 CAMPHOR PL T SW SZ4 3918 25 6700 SINGLE PUBUC 30-40 SGN19969 CANARIO ST T NW SZ3 5553 25 4000 SINGLE PVT <25 SGN8683 CANNAS CT T SW SZ5 2273 25 1700 DOUBLE PUBUC <25 SGN5177 CANNON RD T NW SZ3 1965 35 200 SINGLE PUBUC 30-40 SGN5268 CANNON RD T NW SZ3 1977 35 400 SINGLE PUBUC 30-40 SGN19854 CANTERO WAY T SE SZl 2440 0 0 SGN6628 CANTERO WAY T SE SZl 2440 25 3000 SINGLE PUBUC <25 SGN7172 CANTILST SL SE SZl 2388 25 6700 SINGLE PUBUC <25 SGN7175 CANTILST SL SE SZl 2387 25 6700 SINGLE PUBLIC <25 SGN7178 CANTIL ST SL SE SZ6 2387 25 6700 SINGLE PUBLIC <25 SGN19083 CANVASBACK CT T SW SZ4 7316 25 1000 SINGLE PUBUC <25 SGN10160 CANYON PL T NW SZl 301 25 1800 SINGLE PVT <25 SGN10161 CANYON ST T NW SZl 1253 25 3200 SINGLE PUBUC <25 SGN10163 CANYON ST T NW SZl 1253 25 3200 DOUBLE PUBUC <25 SGN8405 CANYON ST T NW SZl 1254 25 3200 SINGLE PUBUC <25 SGN7530 CAPAZO CT SL SE SZ6 2172 25 2900 SINGLE PUBUC <25 SGN9686 CAPE AIRE LN T NW SZ3 423 25 1100 SINGLE PUBUC <25 SGN20013 CAPE CODE CIR T NE SZ2 1853 25 4500 SINGLE PVT <25 r SGN10202 CAPE MAY PL T NW SZ3 1726 25 1700 SINGLE PUBUC <25 SGN2628 CAPSTAN DR T SW SZ4 4282 25 7400 SINGLE PVT 30-40 SGN5160 CAR COUNTRY DR T NW SZ3 1986 35 5500 SINGLE PUBUC 30-40 SGN6070 CARACOL CT SL SE SZl 1106 25 2000 SINGLE PUBUC <25 SGN16835 CARENLIAN CT T SE sze 7298 25 2200 SINGLE PUBLIC <25 SGN19152 CARIBOU CT T . NE sze 7383 25 0 SINGLE PUBUC <25 SGN17053 CARINGA WAY SL SE SZ7 2417 25 2300 SINGLE PUBUC <25 SGN17059 CARINGA WAY R SE SZl 2417 25 2300 SINGLE PUBUC <25 SGN6985 CARLINA ST T SE SZl 207 25 7400 SINGLE PUBLIC <25 SGN6987 CARLINA ST T SE SZl 207 25 7400 SINGLE PUBUC <25 SGN12787 CARLSABD BLVD T NW SZl 1448 30 2600 SINGLE PUBUC 30-40 SGN13621 CARLSABD BLVD T NW SZl 703 30 3500 SINGLE PUBUC 30-40 SGN20033 CARLSABD BLVD T NW SZl 611 30 2800 SINGLE PUBUC 30-40 SGN11115 CARLSBAD BLVD T NW SZl 693 30 3100 SINGLE PUBUC 30-40 SGN11427 CARLSBAD BLVD T SW SZ4 3912 50 6800 SINGLE PUBLIC >45 SGN12671 CARLSBAD BLVD T NW SZl 1446 30 2500 SINGLE PUBUC 30-40 SGN12839 CARLSBAD BLVD T NW SZl 612 30 2800 SINGLE PUBUC 30-40 SGN12933 CARLSBAD BLVD T NW SZl 616 30 3100 SINGLE PUBUC 30-40 SGN 13509 CARLSBAD BLVD T NW SZl 3379 30 3300 SINGLE PUBUC 30-40 SGN13582 CARLSBAD BLVD T NW SZl 662 30 3300 DOUBLE PUBLIC 30-40 SGN13590 CARLSBAD BLVD T NW SZl 705 30 3400 DOUBLE PUBUC 30-40 SGN13631 CARLSBAD BLVD T NW SZl 701 30 3600 SINGLE PUBLIC 30-40 SGN13644 CARLSBAD BLVD T NW SZl 714 30 3700 SINGLE PUBUC 30-40 SGN13653 CARLSBAD BLVD T NW SZl 545 30 3800 SINGLE PUBLIC 30-40 Jl SGN13660 CARLSBAD BLVD T NW SZl 1074 30 3800 DOUBLE PUBUC 30-40 \ SGN15013 CARLSBAD BLVD T NW SZ3 539 35 5500 SINGLE PUBLIC 30-40 ' SGN4563 CARLSBAD BLVD T NW SZ3 524 35 5300 SINGLE PUBLIC 30-40 15 of 67 SGN854 CARLSBAD BLVD T INW SZ3 1865 35 3900 DOUBLE PUBUC 30-40 SGN11357 CARLSBAD BLVD T NW SZl 601 30 3400 SINGLE PUBUC 30-40 ^5N11262 CARLSBAD BLVD T NW SZ3 1959 35 5200 SINGLE PUBUC 30-40 JN12632 CARLSBAD VILLAGE Dl T NW SZl 953 40 2200 SINGLE PUBUC 30-40 SGN12911 CARLSBAD VILLAGE Dl T NW SZl 695 25 100 SINGLE PUBUC <25 SGN12918 CARLSBAD VILLAGE Dl SL NW SZl 694 25 200 SINGLE PUBUC <25 SGN12945 CARLSBAD VILLAGE Dl T NW SZl 710 25 400 SINGLE PUBUC <25 SGN12947 CARLSBAD VILLAGE Dl T NW SZl 3076 25 400 SINGLE PUBUC <25 SGN13885 CARLSBAD VILLAGE Dl TS NE SZ2 1584 40 0 PUBUC 30-40 SGN18300 CARLSBAD VILU\GE Dl T NW SZl 297 35 0 PUBUC SGN2322 CARLSBAD VILLAGE Dl T NE SZ2 1010 40 3600 SINGLE PUBUC 30-40 SGN8023 CARLSBAD VILLAGE Dl T NW SZl 1360 35 1400 SINGLE PUBUC 30-40 SGN8438 CARLSBAD VILLAGE Dl T NE SZ2 319 40 2600 SINGLE PUBUC 30-40 SGN8449 CARLSBAD VILLAGE Dl T NE SZ2 322 40 2600 DOUBLE PUBUC 30-40 SGN9088 CARMEL DR T NE SZ2 1000 25 4300 SINGLE PUBUC <25 SGN9091 CARMEL DR T NE SZ2 1619 25 4300 SINGLE PUBUC <25 SGN9094 CARMEL DR T NE SZ2 1000 25 4300 DOUBLE PUBUC <25 SGN9106 CARNABY CT T NE SZ2 278 25 4500 SINGLE PUBUC <25 SGN15819 CARNATION DR T SW SZ4 843 25 6800 DOUBLE PUBUC <25 SGN1643 CARNATION DR T SW SZ4 842 25 6800 DOUBLE PUBUC <25 SGN1645 CARNATION DR T SW SZ4 843 25 6800 DOUBLE PUBUC <25 SGN1653 CARNATION DR T SW SZ4 133 25 6900 DOUBLE PUBUC <25 SGN1655 CARNATION DR T SW SZ4 2243 25 6900 DOUBLE PUBUC <25 SGN1661 CARNATION DR T SW SZ4 2243 25 6900 SINGLE PUBUC <25 SGN13780 CAROL PL T NW SZl 413 25 800 SINGLE PUBUC <25 SGN6882 CARPA CT T SE SZl 2492 25 7200 SINGLE PUBUC <25 SGN13025 CARRILLO WAY T SE SZ6 5450 25 2800 DOUBLE PUBUC <25 ,N1376 CARRILLO WAY T SE SZ6 5045 25 3000 SINGLE PUBUC <25 ^N1388 CARRILLO WAY T IsE SZ6 5046 25 2900 DOUBLE PUBUC <25 SGN1400 CARRILLO WAY T IsE SZ6 5114 25 2900 DOUBLE PUBLIC <25 SGN1406 CARRILLO WAY T IsE SZ6 5114 25 2900 SINGLE PUBUC <25 SGN16770 CARRILLO WAY T ISE SZ6 5449 25 2800 DOUBLE PUBUC <25 SGN16775 CARRILLO WAY T ISE SZ6 5440 25 3100 SINGLE PUBUC <25 SGN2111 CARRILLO WAY T IsE SZ6 5450 25 2900 SINGLE PUBUC <25 SGN6869 CASCAWAY T SE SZ7 2848 25 3300 SINGLE PUBUC <25 SGN6871 CASCAWAY T SE SZl 2848 25 3300 SINGLE PUBUC <25 SGN18585 CASCADE ST T NE SZl 7580 25 0 PUBUC <25 SGN18588 CASCADE ST T INE SZl 7580 25 0 PUBUC <25 SGN18595 CASCADE ST T INE SZl 7594 25 0 PUBUC <25 SGN19115 CASPIAN WAY T Isw SZ4 7055 25 0 SINGLE PUBUC <25 SGN19118 CASPIAN WAY T Isw SZ4 7055 25 0 SINGLE PUBUC <25 SGN15685 CASSIA RD T Isw SZ5 4241 35 1800 SINGLE PUBUC 30-40 SGN16103 CASSIA RD T Isw SZ5 4242 35 1600 DOUBLE PUBUC 30-40 SGN3589 CASSIA RD T Isw SZ5 4240 35 1700 SINGLE PUBUC 30-40 SGN9257 CASSINS ST T Isw SZ4 2812 25 1300 DOUBLE PUBUC <25 SGN9269 CASSINS ST T Isw SZ4 2812 25 1300 SINGLE PUBUC 30-40 SGN6710 CASTILLA PL T ISE SZ7 2553 25 2800 SINGLE PUBLIC <25 SGN8530 CATALINA DR T INE SZ2 1594 25 3600 SINGLE PUBUC <25 SGN8533 CATAUNA DR T INE SZ2 1594 25 3700 SINGLE PUBUC 30-40 SGN9293 CATTAIL PL T Isw SZ4 6053 25 7000 SINGLE PUBUC <25 SGN12329 CAVERN PL T INE SZ2 3252 25 3700 DOUBLE PUBUC <25 kGN7981 CAVERN PL T INE SZ2 3253 25 3700 SINGLE PUBUC <25 N17941 CAYDR T INE SZ2 3271 25 3500 DOUBLE PUBUC <25 fStN7882 CAYDR T INE SZ2 3270 25 3500 DOUBLE PUBUC <25 SGN7889 CAYDR T |NE SZ2 3267 25 3500 DOUBLE PUBLIC <25 16 of 67 SGN7893 CAYDR T NE SZ2 7259 25 3500 DOUBLE PUBUC <25 SGN7896 CAYDR T NE SZ2 3268 25 3500 DOUBLE PUBUC <25 SGN7899 CAY DR T NE SZ2 3271 25 3500 DOUBLE PUBUC 30-40 / SGN7902 CAYDR T NE SZ2 3269 25 3500 SINGLE PUBUC 30-40 ^ SGN7602 CAYENNE LN T SE SZ6 2139 25 6400 SINGLE PUBUC <25 SGN7614 CAYENNE LN T SE SZ6 2139 25 6400 SINGLE PUBUC <25 SGN7154 CAZADERO DR SL SE SZl 2393 25 2800 SINGLE PUBUC <25 SGN7188 CAZADERO DR T SE SZl 2393 25 2800 SINGLE PUBUC <25 SGN7216 CAZADERO DR SL SE SZl 2381 25 2600 DOUBLE PUBUC <25 SGN7228 CAZADERO DR SL SE SZ6 2381 25 2600 DOUBLE PUBUC <25 SGN7179 CEBU CT SL SE SZ7 2394 25 2800 SINGLE PUBLIC <25 SGN7180 CEBU PL SL SE SZl 2395 25 2800 SINGLE PUBUC <25 SGN7181 CEBU PL SL SE SZl 2395 25 2800 SINGLE PUBUC <25 SGN7189 CEBU PL SL SE SZl 2396 25 2800 SINGLE PUBUC • <25 SGN9349 CEDARWOOD WAY T NW SZl 756 25 2800 SINGLE PVT 30-40 SGN10006 CEUNDA DR T NW SZl 1572 25 3600 SINGLE PUBUC 30-40 SGN10443 CEUNDA DR T NW SZl 1565 25 3300 SINGLE PUBLIC <25 SGN10446 CEUNDA DR T NW SZl 1563 25 3300 SINGLE PUBLIC <25 SGN10451 CEUNDA DR T NW SZl 1563 25 3200 DOUBLE PUBUC <25 SGN12631 CEUNDA DR T NW SZl 1564 25 3200 SINGLE PUBUC 30-40 SGN9898 CEUNDA DR T NW SZl 1571 25 3500 SINGLE PUBUC <25 SGN9906 CEUNDA DR T NW SZl 1572 25 3600 SINGLE PUBUC <25 SGN9911 CEUNDA DR T NW SZl 1566 25 3500 SINGLE PUBUC <25 SGN6319 CENTELLA ST R SE SZl 7079 25 7800 SINGLE PUBUC <25 SGN7936 CEREUS CT T SW SZ4 2282 25 1700 SINGLE PUBUC <25 SGN4482 CEREZO DR T NW SZ3 790 25 200 SINGLE PUBUC <25 SGN4492 CEREZO DR T NW SZ3 791 25 200 SINGLE PUBUC <25 SGN13630 CERRY AV T NW SZl 700 25 100 SINGLE PUBUC 30-40 ^ SGN8232 CHANCERY CT T NE SZ2 1808 25 4500 SINGLE PUBUC <25 SGN13452 CHARLEEN CR T NW SZl 1255 25 2000 SINGLE PUBUC <25 SGN8378 CHARTER OAK DR T NW SZl 1537 25 3500 SINGLE PUBUC <25 SGN9918 CHARTER OAK DR T NW SZl 1537 25 3500 SINGLE PUBUC <25 SGN12233 CHATHAM RD T NE SZ2 1013 25 3500 SINGLE PUBUC 30-40 SGN20019 CHATHAM RD T NE SZ2 2920 25 3700 DOUBLE PUBUC <25 SGN4902 CHATHAM RD T NE SZ2 2680 25 3700 DOUBLE PUBUC <25 SGN5203 CHATHAM RD T NE SZ2 2919 25 0 SGN5215 CHATHAM RD T NE SZ2 2679 25 3700 DOUBLE PUBUC <25 SGN5223 CHATHAM RD T NE SZ2 2921 25 3700 DOUBLE PUBUC <25 SGN5320 CHATHAM RD T NE SZ2 2923 25 3500 DOUBLE PUBLIC <25 SGN5361 CHATHAM RD T NE SZ2 2923 25 3500 DOUBLE PUBUC <25 SGN5364 CHATHAM RD T NE SZ2 2924 25 3500 DOUBLE PUBLIC <25 SGN5393 CHATHAM RD T NE SZ2 2926 25 3500 DOUBLE PUBLIC <25 SGN5540 CHATHAM RD T NE SZ2 2927 25 3600 SINGLE PUBUC <25 SGN5664 CHATHAM RD T NE SZ2 2928 25 3600 DOUBLE PUBUC <25 SGN5756 CHATHAM RD T NE SZ2 2928 25 3600 DOUBLE PUBUC <25 SGN6675 CHATHAM RD T NE SZ2 2929 25 3600 DOUBLE PUBLIC <25 SGN6765 CHATHAM RD T NE SZ2 2670 25 3600 DOUBLE PUBUC <25 SGN5632 CHATSWORTH WAY T NE SZ2 2928 25 2800 SINGLE PVT <25 SGN8763 CHELSEA CT T NE SZ2 1809 25 4500 SINGLE PUBUC <25 SGN13633 CHERRY AV T NW SZl 700 25 100 SINGLE PUBLIC <25 SGN9440 CHESHIRE AV T NE SZ2 749 25 3600 SINGLE PUBUC 30-40 SGN9442 CHESHIRE AV SL NE SZ2 749 25 3600 SINGLE PUBUC <25 J SGN10007 CHESTNUT AV T NW SZl 1553 35 2300 SINGLE PUBUC 30-40 ( SGN10736 CHESTNUT AV T NW SZl 1709 35 1600 SINGLE PUBUC 30-40 ""I SGN11105 CHESTNUT AV T NW SZl 2953 25 500 SINGLE PUBUC <25 17 of 67 SGN12313 CHESTNUT AV T NE SZ2 1004 25 2700 DOUBLE PUBLIC <25 SGN 13245 CHESTNUT AV T NW SZl 1020 35 1000 DOUBLE PUBUC 30-40 '«GN13382 CHESTNUT AV T NW SZl 720 25 900 SINGLE PUBUC <25 JN13412 CHESTNUT AV T NW SZl 1020 35 1000 DOUBLE PUBUC 30-40 SGN13427 CHESTNUT AV T NW SZl 3101 35 1300 SINGLE PUBUC 30-40 SGN13430 CHESTNUT AV T NW SZl 1696 35 1200 SINGLE PUBUC 30-40 SGN13431 CHESTNUT AV T NW SZl 3101 35 1200 SINGLE PUBUC 30-40 SGN13446 CHESTNUT AV T NW SZl 1709 35 1800 SINGLE PUBUC 30-40 SGN13447 CHESTNUT AV T NW SZl 1551 35 1900 SINGLE PUBUC 30-40 SGN13459 CHESTNUT AV T NW SZl 310 35 2000 DOUBLE PUBUC 30-40 SGN13461 CHESTNUT AV T NW SZl 6116 25 2000 DOUBLE PUBUC 30-40 SGN13565 CHESTNUT AV T NW SZl 622 25 300 SINGLE PUBUC <25 SGN13576 CHESTNUT AV T NW SZl 709 25 300 SINGLE PUBUC <25 SGN13579 CHESTNUT AV T NW SZl 690 25 200 SINGLE PUBUC <25 SGN13684 CHESTNUT AV T NW SZl 2954 25 600 SINGLE PUBUC <25 SGN13690 CHESTNUT AV T NW SZl 3071 25 700 SINGLE PUBUC <25 SGN13693 CHESTNUT AV T NW SZl 3070 25 800 SINGLE PUBUC <25 SGN20435 CHESTNUT AV T NW SZl 3069 25 900 SINGLE PUBUC <25 SGN4427 CHESTNUT AV T NE SZ2 1609 25 2700 SINGLE PUBUC <25 SGN8105 CHESTNUT AV T ISIW SZl 1696 35 1200 SINGLE PUBLIC 30-40 SGN8459 CHESTNUT AV T NE SZ2 1608 25 2600 SINGLE PUBUC <25 SGN8502 CHESTNUT AV T NE SZ2 1598 30 2500 SINGLE PUBUC 30-40 SGN8517 CHESTNUT AV T NE SZ2 989 30 0 SGN8520 CHESTNUT AV T NE SZ2 330 30 2500 SINGLE PUBUC 30-40 SGN8534 CHESTNUT AV T . NE SZ2 988 30 2300 DOUBLE PUBLIC 30-40 SGN9985 CHESTNUT AV T NW SZl 1552 35 2100 SINGLE PUBLIC 30-40 SGN9991 CHESTNUT AV T NW SZl 1552 35 2100 DOUBLE PUBUC 30-40 ^N9998 CHESTNUT AV NW SZl 1553 35 2200 SINGLE PUBUC 30-40 ^N11358 CHESTNUT AV T NW SZl 690 25 100 SINGLE PUBLIC 30-40 SGN14373 CHINQUAPIN AV T NW SZ3 1882 25 800 SINGLE PUBUC <25 SGN14378 CHINQUAPIN AV T NW SZ3 2706 25 600 SINGLE PUBUC <25 SGN14381 CHINQUAPIN AV T NW SZ3 1087 25 900 SINGLE PUBUC <25 SGN14387 CHINQUAPIN AV T NW SZ3 1882 25 700 SINGLE PUBUC <25 SGN14392 CHINQUAPIN AV T NW SZ3 2947 25 600 SINGLE PUBUC <25 SGN14410 CHINQUAPIN AV T NW SZ3 1872 25 300 SINGLE PUBUC <25 SGN18187 CHINQUAPIN AV T NW SZ3 7539 25 1000 DOUBLE PUBUC <25 SGN19966 CHINQUAPIN AV T NW SZ3 1881 25 400 SINGLE PUBUC <25 SGN19967 CHINQUAPIN AV T NW SZ3 2947 25 500 SINGLE PUBUC <25 SGN9584 CHINQUAPIN AV T NW SZ3 430 25 1300 SINGLE PUBUC <25 SGN9663 CHINQUAPIN AV T NW SZ3 1676 25 1000 DOUBLE PUBUC <25 SGN9698 CHINQUAPIN AV T NW SZ3 7539 25 1100 SINGLE PUBUC <25 SGN9705 CHINQUAPIN AV T NW SZ3 421 25 1200 SINGLE PUBUC <25 SGN9709 CHINQUAPIN AV T |NW SZ3 420 25 1200 SINGLE PUBUC <25 SGN9713 CHINQUAPIN AV T NW SZ3 430 25 1300 DOUBLE PUBUC <25 SGN9716 CHINQUAPIN AV T NW SZ3 429 25 1300 SINGLE PUBUC <25 SGN7559 CHIRIQUI LN T SE SZ6 2128 25 6400 SINGLE PUBUC <25 SGN7560 CHIRIQUI LN T SE SZ6 2128 25 6400 SINGLE PUBLIC <25 SGN7576 CHORILITO ST T SE SZ6 2157 25 6300 SINGLE PUBUC >45 SGN12831 CHRISTIANSEN WAY T NW SZl 608 25 200 SINGLE PUBUC <25 SGN12833 CHRISTIANSEN WAY T . NW SZl 608 25 100 SINGLE PUBUC <25 SGN12840 CHRISTIANSEN WAY T NW SZl 607 25 300 SINGLE PUBUC <25 SPN20032 CHRISTIANSEN WAY T NW SZl 621 25 300 SINGLE PUBUC 30-40 'N9215 CHUPAROSAWAY T NW SZl 1361 25 1300 SINGLE PUBUC 30-40 p5N14537 CIARDI CT T NW SZ3 5224 25 5100 SINGLE PUBUC <25 SGN14538 CIARDI CT T NW SZ3 5219 25 2100 SINGLE PUBUC <25 18 of 67 SGN7001 SGN10846 CIELO PL CIGNO CT SE SW SZ7 SZ4 3321 2896 _25 25 3000 900 SINGLE SINGLE PUBUC PUBUC <25 30-40 SGN6524 CIMA CT SE SZ7 1187 25 2000 SINGLE PUBLIC 30-40 SGN19724 CINNABAR WAY SE SZ5 7619 25 6400 SINGLE PVT >45 SGN19100 CINNAMON TEAL ST SL SW SZ4 7287 25 7000 SINGLE PUBLIC <25 SGN19104 CINNAMON TEAL ST SL SW SZ4 7287 25 7000 SINGLE PUBUC <25 SGN6009 CIRCULO ADORNO SE SZ7 2625 25 3400 SINGLE PUBLIC 30-40 SGN17554 CIRCULO PAPAYO SE SZ7 6692 25 7300 SINGLE PUBUC <25 SGN 17600 CIRCULO PAPAYO SE SZ7 6697 25 7300 SINGLE PUBUC <25 SGN17609 CIRCULO PAPAYO SL SE SZ7 6717 25 7200 SINGLE PUBUC <25 SGN17610 CIRCULO PAPAYO SE SZ7 6717 25 7300 SINGLE PUBUC <25 SGN17615 CIRCULO PAPAYO SE SZ7 6692 25 7300 SINGLE PUBUC <25 SGN17570 CIRCULO SEQUOIA SE SZ7 6710 25 7400 SINGLE PUBUC <25 SGN17587 CIRCULO SEQUOIA SE SZ7 6710 25 7500 SINGLE PUBUC <25 SGN17638 CIRCULO SEQUOIA SE SZ7 6779 25 7600 SINGLE PUBUC <25 SGN19279 CIRCULO SEQUOIA SE SZ7 6779 25 7600 SINGLE PUBUC <25 SGN19281 CIRCULO SEQUOIA SE SZ7 6989 25 7500 SINGLE PUBUC <25 SGN19471 CIRCULO SEQUOIA SE SZ7 6989 25 7500 SINGLE PUBUC <25 SGN19870 CIRCULO SEQUOIA SE SZ7 6715 SGN16513 CITRACADO CR SE SZ6 5550 25 6000 SINGLE PVT 30-40 SGN16848 CITRINE RD SE SZ6 7283 25 6800 SINGLE PVT 30-40 SGN14370 CITRUS PL NW SZ3 414 25 800 SINGLE PUBUC <25 SGN11002 CLEARVIEW DR NW SZ3 1048 25 4200 SINGLE PUBUC <25 SGN 14962 CLEMENS CT NW SZ3 6655 25 5200 SINGLE PUBUC <25 SGN12240 CUFF CR NE SZ2 5626 25 2800 SINGLE PVT <25 SGN15741 CLOVER CT SW SZ4 2069 25 SGN10584 COASTLINE AV NW SZ3 1914 25 4500 SINGLE PUBUC <25 SGN10585 COASTLINE AV NW SZ3 1914 25 4500 SINGLE PUBUC <25 SGN10996 COASTLINE AV NW SZ3 1911 25 4500 SINGLE PUBUC <25 SGN7898 COASTVIEW CT NE SZ2 3279 25 3500 SINGLE PUBUC <25 SGN16805 COBALT DR SE SZ6 7375 25 1900 SINGLE PUBUC <25 SGN19126 COBALT DR SE SZ6 7375 25 1900 SINGLE PUBUC <25 SGN19939 COBBLESTONE DR SW SZ5 3896 25 1400 SINGLE PUBUC <25 SGN19946 COBBLESTONE DR SW SZ5 3896 25 1400 SINGLE PUBUC <25 SGN19947 COBBLESTONE DR SW SZ5 3896 25 1400 SINGLE PUBUC <25 SGN19661 COBBLESTONE RD SW SZ5 3894 25 1400 DOUBLE PUBUC <25 SGN19940 COBBLESTONE RD SW SZ5 3894 25 1400 SINGLE PUBUC <25 SGN14958 COLERIDGE CT NW SZ3 6656 25 5200 SINGLE PUBUC <25 SGN7581 COUBIRI LN SE SZ6 879 25 2600 SINGLE PUBUC <25 SGN7584 COUBRI LN SE SZ6 879 25 2600 SINGLE PUBLIC <25 SGN 14714 COLLEGE BLVD NE SZ2 6962 45 4000 DOUBLE PUBUC >45 SGN14715 COLLEGE BLVD NE SZ2 7048 45 4000 DOUBLE PUBUC >45 SGN 18810 COLLEGE BLVD NE SZ2 3285 45 SGN18811 COLLEGE BLVD NE SZ2 7048 45 SGN 19508 COLLEGE BLVD NE SZ3 5673 55 SGN19963 COLLEGE BLVD NW SZ3 7416 50 5900 DOUBLE PUBUC >45 SGN16457 COLT PL SE SZ6 7540 25 6100 SINGLE PUBUC 30-40 SGN7839 COLUMBINE DR SW SZ4 156 25 7200 SINGLE PUBUC <25 SGN7999 COLUMBINE DR SW SZ4 19 25 7100 DOUBLE PUBUC <25 SGN8112 COLUMBINE DR SW SZ4 158 25 7100 SINGLE PUBUC <25 SGN8464 SGN9504 COLUMBINE DR COLUMBINE DR SW SW SZ4 SZ4 158 3020 _25 25 7000 7200 SINGLE SINGLE PUBUC PUBUC <25 <25 SGN9523 COLUMBINE DR SW SZ4 3019 25 7200 DOUBLE PUBLIC <25 SGN9526 COLUMBINE DR SW SZ4 3019 25 7200 DOUBLE PUBUC <25 SGN10503 CONCORD ST NE SZ2 1315 25 3300 DOUBLE PUBLIC <25 19 of 67 SGN 10507 CONCORD ST T |NE SZ2 1315 25 3300 SINGLE PUBLIC <25 SGN 10514 CONCORD ST T INE SZ2 1660 25 3300 DOUBLE PUBUC <25 ^N1460 CONEFLOWER DR T SW SZ4 3656 25 6500 SINGLE PUBUC <25 ^N9570 CONEFLOWER DR T SW SZ4 3655 25 6500 DOUBLE PUBUC <25 SGN9574 CONEFLOWER DR T SW SZ4 3655 25 6500 SINGLE PUBUC <25 SGN16147 CONOSA WAY T SW SZ5 4215 25 1600 SINGLE PUBUC <25 SGN7305 CONOSA WAY T SW SZ5 4214 25 1600 DOUBLE PUBUC <25 SGN7315 CONOSA WAY T SW SZ5 4214 25 1600 SINGLE PUBUC 30-40 SGN7970 CONTOUR PL T NE SZ2 3248 25 3600 SINGLE PUBUC <25 SGN16830 COPAL PL T SE SZ6 7266 25 6900 SINGLE PUBUC <25 SGN 10314 CORALWOOD CIR T NW SZl 2696 25 4600 SINGLE PVT <25 SGN 10317 CORALWOOD CIR T NW SZl 2692 25 4600 SINGLE PVT <25 SGN19094 CORDGRASS CT T SW SZ4 7308 25 7000 SINGLE PUBUC <25 SGN10351 CORDOBA PL T NW SZ3 1941 25 2000 SINGLE PUBUC <25 SGN10560 CORDOBA PL T NW SZ3 111 25 2000 DOUBLE PUBUC <25 SGN 10564 CORDOBA PL T NW SZ3 lis 25 2000 DOUBLE PUBUC <25 SGN10565 CORDOBA PL T NW SZ3 1942 25 2000 SINGLE PUBUC <25 SGN10571 CORDOBA PL T NW SZ3 1942 25 2000 DOUBLE PUBUC <25 SGN10574 CORDOBA PL T |NW SZ3 778 25 2000 DOUBLE PUBUC <25 SGN11461 CORINTIA ST T |SE SZl 2420 25 6800 SINGLE PUBUC <25 SGN13955 CORINTIA ST T ISE SZl 2421 25 6800 SINGLE PUBUC <25 SGN16927 CORINTIA ST T SE SZ6 2150 25 6500 SINGLE PUBUC <25 SGN19861 CORINTIA ST T SE SZl 1145 0 0 SGN19862 CORINTIA ST T SE SZl 186 0 0 SGN7080 CORINTIA ST T SE SZl 1145 25 8000 SINGLE PUBUC >45 SGN7125 CORINTIA ST T SE SZl 1145 25 7900 SINGLE PUBUC <25 SGN7165 CORINTIA ST T SE SZ6 180 25 6700 SINGLE PUBUC <25 "1N7182 CORINTIA ST SL SE SZ7 180 25 6700 SINGLE PUBUC <25 «»6N7187 CORINTIA ST T SE SZl 181 25 6800 SINGLE PUBUC <25 SGN7562 CORINTIA ST T SE SZ6 881 25 6400 SINGLE PUBUC <25 SGN7063 CORMORANT AV T SW SZ5 3480 25 1600 SINGLE PUBUC 30-40 SGN8954 CORMORANT DR T Isw SZ5 2869 0 0 SGN5925 CORTA PENCA T ISE SZ7 4287 25 7900 DOUBLE PUBUC <25 SGN6236 CORTE ACEBO T SE SZ7 3709 25 2100 SINGLE PUBUC <25 SGN17620 CORTE ACIANO T SE SZl 6706 25 3400 SINGLE PUBUC <25 SGN16956 CORTE ADALINA T SE SZl 4305 25 6700 SINGLE PUBUC <25 SGN18506 CORTE ALTURA T SE SZl 7514 25 3400 SINGLE PUBUC <25 SGN6479 CORTE ANANAS T SE SZl 3724 25 2200 SINGLE PUBUC <25 SGN5873 CORTE ARBOLES T SE SZl 4056 25 2100 SINGLE PUBUC <25 SGN6145 CORTE BALDRE T SE SZl 5018 25 3000 SINGLE PUBUC <25 SGN17616 CORTE BREZO T SE SZl 6709 25 3400 SINGLE PUBUC <25 SGN17567 CORTE BRISA T SE SZl 6732 25 7300 SINGLE PUBUC <25 SGN17544 CORTE CADIZ T SE SZl 5742 25 3300 SINGLE PUBUC <25 SGN6295 CORTE CARDO T |SE SZl 2585 25 7900 SINGLE PUBUC <25 SGN17341 CORTE CAROLINA T BSE SZl 4028 25 7900 SINGLE PUBUC <25 SGN6161 CORTE CAROUNA T |SE SZl 4028 25 7900 SINGLE PUBUC <25 SGN6167 CORTE CAROUNA T SE SZl 4029 25 7900 SINGLE PUBUC <25 SGN5613 CORTE CASTILLO T SE SZl 4292 25 3500 SINGLE PUBLIC <25 SGN5617 CORTE CASTILLO T SE SZl 4292 25 3500 SINGLE PUBLIC <25 SGN17455 CORTE CELESTE T SE SZl 4022 25 2900 SINGLE PUBUC <25 SGN6483 CORTE CICUTA T |SE SZl 3723 25 2200 SINGLE PUBUC <25 iil3N6249 CORTE CIDRO T IsE SZl 4055 25 2100 SINGLE PUBUC <25 •N7387 CORTE CISCO T ISE sze 2186 25 6500 SINGLE PVT <25 SfeN5596 CORTE CLARITA SL IsE SZl 3547 25 3400 SINGLE PUBLIC <25 SGN1831 CORTE COSITAS T |SE sze 2361 25 2500 SINGLE PVT >45 20 of 67 SGN5e59 CORTE CURVA T SE SZl 3548 25 3400 SINGLE PUBLIC 30-40 SGN3805 CORTE DE LA PINA T SW SZ5 872 25 2200 DOUBLE PUBUC <25 SGN3811 CORTE DE LA PINA T SW SZ5 872 25 2200 SINGLE PUBUC 30-40 / SGN 17064 CORTE DE LA VISTA T SE SZl 192 35 2800 SINGLE PUBUC 30-40 ^ SGN17068 CORTE DE LA VISTA T SE SZl 2445 35 2800 SINGLE PUBLIC 30-40 SGN17069 CORTE DE LA VISTA T SE SZl 2445 35 2900 DOUBLE PUBLIC 30-40 SGN17072 CORTE DE LA VISTA T SE SZl 194 35 2800 DOUBLE PUBUC 30-40 SGN17075 CORTE DE LA VISTA T SE SZl 194 35 2800 SINGLE PUBLIC 30-40 SGN 17091 CORTE DE LA VISTA R SE SZl 1163 35 2900 SINGLE PUBUC 30-40 SGN17196 CORTE DE LA VISTA R SE SZl 3049 35 2900 PUBUC 30-40 SGN3857 CORTE DELABETO T SW SZ5 868 30 6300 SINGLE PUBUC 30-40 SGN7e73 CORTE DELABETO T SW SZ5 2112 30 6300 SINGLE PUBUC 30-40 SGN3807 CORTE DEL CEDRO T SW SZ5 64 25 6100 SINGLE PUBUC <25 SGN17507 CORTE DEL CRUCE T SE SZl 6645 25 3300 SINGLE PUBUC <25 SGN3856 CORTE DEL NOGAL T SW SZ5 2113 30 2000 SINGLE PUBUC 30-40 SGN7680 CORTE DEL NOGAL SL SW SZ5 2113 30 2000 SINGLE PUBUC 30-40 SGN17571 CORTE DELFINO T SE SZ7 6728 25 3500 SINGLE PUBUC <25 SGN16955 CORTE DIEGO T SE SZl 4306 25 6800 SINGLE PUBUC <25 SGN5628 CORTE DOMINGO T SE SZl 3696 25 7900 SINGLE PUBLIC <25 SGN5577 CORTE DULCE T SE SZl 3597 25 3500 DOUBLE PUBUC <25 SGN16971 CORTE EDUARDO T SE sze 5562 25 6600 SINGLE PUBUC <25 SGN5633 CORTE ESPERANZA SL SE SZl 3692 25 3500 SINGLE PUBUC <25 SGN5636 CORTE ESPERANZA T " SE SZl 6046 25 3500 SINGLE PUBUC <25 SGN6031 CORTE ESPLENDOR T SE SZl 2627 25 3300 SINGLE PUBUC <25 SGN6153 CORTE FEUPE T SE SZl 4017 25 7900 SINGLE PUBUC <25 SGN18518 CORTE FORTUNA T SE SZl 7499 25 0 SGN18522 CORTE FORTUNA T SE SZl 7518 25 0 SGN18524 CORTE FORTUNA T SE SZl 7518 25 0 7^ SGN17630 CORTE FRESA T SE SZl 6698 25 3400 SINGLE PUBLIC <25 \ SGN19285 CORTE HORTENSIA T SE SZl 6992 25 7300 SINGLE PUBUC <25 SGN6ie4 CORTE JARDIN T SE SZl 4016 25 2900 SINGLE PUBUC <25 SGN5868 CORTE UMON T SE SZl 4066 25 2100 SINGLE PUBUC <25 SGN5620 CORTE LOUISA T SE SZl 3607 25 3500 SINGLE PUBUC <25 SGN16959 CORTE LUPE T SE SZl 4304 25 3500 SINGLE PUBUC <25 SGN5871 CORTE MANGO T SE SZl 4067 25 2100 SINGLE PUBUC <25 SGN17e25 CORTE MANZANA T SE SZl 6705 25 3400 SINGLE PUBUC <25 SGN7152 CORTE MARIA T SE SZl 6873 25 6600 SINGLE PVT <25 SGN7153 CORTE MARIA T SE SZl 6872 25 6600 SINGLE PVT <25 SGN5709 CORTE MAZATLAN T SE SZl 2613 25 3200 SINGLE PUBLIC <25 SGN7376 CORTE MONTECITO T SE sze 2181 25 6500 SINGLE PUBUC <25 SGN70e9 CORTE MORA T SE SZl 4309 25 3500 SINGLE PUBUC <25 SGN6515 CORTE MORAL T SE SZl 3701 25 2100 SINGLE PUBUC <25 SGN17252 CORTE MORERA T SE SZl 5388 25 2800 SINGLE PUBUC <25 SGN17253 CORTE MORERA T SE SZl 5388 25 2800 SINGLE PUBUC <25 SGN15989 CORTE ORCHIDA T SW SZ5 5656 25 1500 DOUBLE PUBUC <25 SGN15992 CORTE ORCHIDA T SW SZ5 5656 25 1500 SINGLE PUBLIC <25 SGN15994 CORTE ORCHIDA T SW SZ5 5655 25 1600 SINGLE PUBUC 30-40 SGN15998 CORTE ORCHIDA T SW SZ5 5633 25 1600 SINGLE PUBUC 30-40 SGNie003 CORTE ORCHIDA T SW SZ5 5632 25 1600 DOUBLE PUBUC <25 SGN 18284 CORTE PANORAMA T SE SZl 7509 25 3400 SINGLE PUBUC <25 SGN18501 CORTE PANORAMA T SE SZl 7495 25 3400 SINGLE PUBUC <25 SGN19866 CORTE PANORAMA T SE SZl 7494 0 0 Ji SGN17324 CORTE PAPAYA T SE SZl 4973 25 2800 SINGLE PUBUC "^TT ^ <25 SGN5758 CORTE PEDRO T SE SZl 4025 25 2900 SINGLE PUBUC <25 ^ SGN17614 CORTE PINO T SE SZl 6693 25 3400 SINGLE PUBUC <25 21 of 67 SGN7066 CORTE RAMON T ISE SZl 4310 25 3500 SINGLE PUBUC <25 SGN17582 CORTE ROMERO T SE SZl 6730 25 3500 SINGLE PUBLIC >45 *iGN19874 CORTE ROMERO T SE SZl 7051 0 0 ^N17339 CORTE SASAFRAS T SE SZl 5000 25 8000 SINGLE PUBUC <25 SGN17629 CORTE SELVA T SE SZl 6701 25 3400 SINGLE PUBUC <25 SGN5586 CORTE SONRISA T SE SZl 3536 25 3400 DOUBLE PUBUC <25 SGN5702 CORTE TIBURON T SE SZl 389 25 3300 SINGLE PUBUC <25 SGN17424 CORTE TILO T SE SZl 6685 25 3000 SINGLE PUBUC <25 SGN17645 CORTE TOMILLO T SE SZl 6996 25 7300 SINGLE PUBUC <25 SGN7541 CORTE TRABUCO T SE sze 2168 25 3000 SINGLE PVT <25 SGN 19882 CORTE TRADICION T jsE SZl 7073 0 0 SGN7378 CORTE VALDEZ T ISE sze 2182 25 6500 SINGLE PVT <25 SGN5711 CORTE VERA CRUZ T |sE SZl 1216 25 3200 SINGLE PUBUC <25 SGN6000 CORTE VERSO T SE SZl 2636 25 3300 SINGLE PUBUC 30-40 SGN6001 CORTE VERSO T SE SZl 2635 25 3300 SINGLE PUBLIC <25 SGN6041 CORTE VIOLETA T SE SZl 2629 25 7700 SINGLE PUBUC <25 SGN16969 CORTE YOLANDA T SE sze 4302 25 3500 SINGLE PUBUC <25 SGN16972 CORTE YOLANDA T SE sze 4301 25 3500 SINGLE PUBUC <25 SGN6687 CORTINA CT SL SE SZl 2565 25 7700 SINGLE PUBUC <25 SGN10175 CORVALLIS ST T NE SZl 1627 25 3400 SINGLE PUBUC <25 SGN10177 CORVALLIS ST T |NE SZl 1627 25 3400 SINGLE PUBUC <25 SGN9263 CORVIDAE ST T |sw SZ4 2814 25 1300 SINGLE PUBUC <25 SGN9274 CORVIDAE ST T SW SZ4 2814 25 1300 SINGLE PUBUC 30-40 SGN3762 COSMOS CT T SW SZ5 2119 30 2200 SINGLE PUBUC 30-40 SGN7148 COSTA ALTADR T SE SZl 575 25 3000 SINGLE PVT 30-40 SGN19362 COTTAGE DR T SE sze 7101 25 6200 SINGLE PUBUC <25 SGN19366 COTTAGE DR T SE sze 7101 25 6200 SINGLE PVT <25 NN19384 COTTAGE DR T |sE sze 7328 25 6200 SINGLE PVT <25 ^N5442 COUGAR DR T |NE SZ3 2905 35 2400 SINGLE PUBUC >45 SGN10618 COURAGEIOUS LN T NW SZ3 1917 25 4800 SINGLE PVT <25 SGN10702 COVE DR T NW SZ3 1893 25 4600 SINGLE PUBLIC 30-40 SGN8332 COVENTRY RD T NE SZ2 111 25 2600 SINGLE PVT 30-40 SGN18033 CRATER RIM RD T |NE SZ2 7028 25 4700 DOUBLE PUBUC <25 SGN18038 CRATER RIM RD T INE SZ2 7030 25 4700 DOUBLE PUBUC <25 SGN19994 CRATER RIM RD T INE SZ2 7028 25 4700 SINGLE PUBLIC <25 SGN10199 CRESCENT POINT RD T INW SZ3 1725 25 4000 SINGLE PUBUC <25 SGN10203 CRESCENT POINT RD T |NW SZ3 1266 25 4000 DOUBLE PUBUC <25 SGN10205 CRESCENT POINT RD SL INW SZl 1266 25 4000 SINGLE PUBUC 30-40 SGN9310 CRESSA CT T Isw SZ4 2310 25 1400 SINGLE PUBUC <25 SGN20025 CREST DR T INW SZl 1477 25 2800 SINGLE PUBUC <25 SGN9553 CREST DR T INW SZl 1477 25 2800 SINGLE PUBUC <25 SGN 14482 CRESTVIEW DR T INW SZ3 5621 25 4900 SINGLE PUBUC <25 SGN8157 CRESTVIEW DR T INW SZ3 5621 25 4900 SINGLE PUBUC <25 SGN8166 CRESTVIEW DR T |NW SZ2 5619 25 5000 SINGLE PUBUC >45 SGN12251 CROWNPOINT CT T INE SZ2 3250 25 3800 SINGLE PUBUC <25 SGN19092 CRYSTALUNE DR T Isw SZ4 7059 25 7000 SINGLE PUBUC <25 SGN19095 CRYSTALLINE DR T |SW SZ4 7059 25 7000 DOUBLE PUBUC <25 SGN19099 CRYSTALLINE DR T |sw SZ4 7323 25 7000 DOUBLE PUBUC <25 SGN19110 CRYSTALUNE DR T Isw SZ4 7058 25 7000 DOUBLE PUBUC <25 SGN19111 CRYSTALLINE DR T sw SZ4 7322 25 7000 DOUBLE PUBUC <25 SGN19117 CRYSTALLINE DR T SW SZ4 7056 25 7000 DOUBLE PUBUC <25 Js^N6535 CUMBRECT T SE SZ7 1188 25 2000 SINGLE PUBUC 30-40 :N16015 CURLEW TER T Isw SZ5 3627 25 6600 DOUBLE PUBUC <25 «6N1912 CURLEW TER T Isw SZ5 3628 25 6600 SINGLE PUBUC <25 SGN8046 CYNTHIA LN T |NW SZl 737 25 1300 SINGLE PUBUC <25 22 of 67 SGN12768 CYPRESS AV NW SZl 722 25 200 SINGLE PUBUC <25 SGN12786 CYPRESS AV NW SZl 6115 25 200 SINGLE PUBLIC 30-40 SGN16636 DA VITA DR SE SZ6 7207 25 6300 SINGLE PUBLIC <25 SGN10814 DAFFODIL PL SW SZ4 1093 25 7100 SINGLE PUBUC <25 SGN10820 DAFFODIL PL SW SZ4 145 25 7200 SINGLE PUBUC <25 SGN10787 DAISY AV SW SZ4 2255 25 1000 DOUBLE PUBUC <25 SGN10791 DAISY AV SW SZ4 2251 25 1000 SINGLE PUBUC <25 SGN10823 DAISY AV SW SZ4 2256 25 1000 DOUBLE PUBUC <25 SGN10826 DAISY AV SW SZ4 144 25 1000 DOUBLE PUBUC <25 SGN10831 DAISY AV SW SZ4 144 25 1000 DOUBLE PUBUC <25 SGN10915 DAISY AV SW SZ4 2251 25 900 DOUBLE PUBUC <25 SGN10918 DAISY AV SW SZ4 921 25 900 DOUBLE PUBUC <25 SGN10922 DAISY AV SW SZ4 921 25 900 DOUBLE PUBUC <25 SGN 10926 DAISY AV SW SZ4 920 25 900 SINGLE PUBUC >45 SGN10786 DAISY CT SW SZ4 1092 25 1000 SINGLE PUBUC <25 SGN9910 DANACT NW SZl 1562 25 2300 SINGLE PUBUC <25 SGN19376 DARTINGTON WAY SE SZ6 7119 25 6200 SINGLE PVT <25 SGN19379 DARTINGTON WAY SE SZ6 7120 25 6200 SINGLE PVT <25 SGN19383 DARTINGTON WAY SE SZ6 7092 25 6200 SINGLE PVT <25 SGN4992 DARWIN CT NW SZ3 803 25 5900 SINGLE PUBUC 30-40 SGN14400 DATE AV NW SZ3 3506 25 300 SINGLE PUBUC <25 SGN12751 DAVID AV NW SZl 728 25 2500 SINGLE PUBUC <25 SGN12581 DAVID PL NW SZl 4352 25 2200 SINGLE PUBUC <25 SGN 12492 DAVIS AV NW SZl 728 25 2500 SINGLE PUBUC <25 SGN12747 DAVIS AV NW SZl 230 25 2600 SINGLE PUBUC <25 SGN12756 DAVIS AV NW SZl 735 25 2600 SINGLE PUBUC <25 SGN12755 DAVIS PL NW SZl 229 25 2600 SINGLE PUBUC <25 SGN19933 DAYLILY DR SW SZ5 4348 15 6500 SINGLE PUBUC __7^ 30-40 <25 SGN6968 DEL REY AV SE SZ7 1175 25 3100 SINGLE PUBUC SGN6971 DEL REY AV SE SZ7 1156 25 3100 SINGLE PUBUC <25 SGN6979 DEL REY AV SE SZ7 1175 25 3100 DOUBLE PUBLIC <25 SGN6983 DEL REY AV SE SZ7 1165 25 3100 DOUBLE PUBUC <25 SGN6999 DEL REY AV SE SZ7 1164 25 3000 SINGLE PUBLIC <25 SGN14975 DELANEY CT NW SZ3 6657 25 5100 DOUBLE PUBUC <25 SGN14976 DELANEY CT NW SZ3 6658 25 5100 DOUBLE PUBLIC <25 SGN6685 DELFINA PL SL SE SZ7 1197 25 3000 SINGLE PUBUC <25 SGN7917 DELTA WAY NE SZ2 3241 25 3800 SINGLE PUBUC <25 SGN7919 DELTA WAY NE SZ2 3241 25 3800 SINGLE PUBUC <25 SGN14951 DICKINSON DR SL NW SZ3 6659 25 2100 SINGLE PUBUC <25 SGN14971 DICKINSON DR NW SZ3 6661 25 2100 SINGLE PUBUC <25 SGN 14977 DICKINSON DR NW SZ3 6660 25 2100 DOUBLE PUBUC <25 SGN14978 DICKINSON DR NW SZ3 6661 25 2100 DOUBLE PUBLIC <25 SGN14984 DICKINSON DR NW SZ3 6659 25 2100 DOUBLE PUBUC <25 SGN14985 DICKINSON DR NW SZ3 6660 25 2100 DOUBLE PUBUC <25 SGN19419 DISCOVERY RD SE SZ6 7134 25 2500 SINGLE PUBUC <25 SGN19420 DISCOVERY RD SE SZ6 7134 25 2500 SINGLE PUBLIC <25 SGN16113 DOCENA RD SW SZ5 4228 25 1600 SINGLE PUBUC 30-40 SGN16117 DOCENA RD SW SZ5 4228 25 1600 DOUBLE PUBUC <25 SGN16118 DOCENA RD SW SZ5 4270 25 1600 SINGLE PUBUC <25 SGN19417 DOGWOOD RD SL SE SZ6 7127 25 2500 SINGLE PUBUC <25 SGN19414 DOGWOOD RD SL SE SZ6 7127 25 2600 SINGLE PUBUC <25 SGN13460 DONNA CT NW SZl 5321 25 3700 SINGLE PUBUC 30-40 SGN10478 DONNA DR NW SZl 290 25 3200 DOUBLE PUBUC <25 SGN10481 DONNA DR NW SZl 287 25 3200 DOUBLE PUBUC <25 SGN12622 DONNA DR NW SZl 5629 25 3100 SINGLE PUBUC <25 23 of 67 SGN13450 DONNA DR T NW SZl 1543 25 3500 SINGLE PUBUC <25 SGN13451 DONNA DR T NW SZl 1543 25 3600 SINGLE PUBUC <25 «<^N 13458 DONNA DR T NW SZl 309 25 3600 SINGLE PUBUC 30-40 JN8381 DONNA DR T NW SZl 1540 25 3400 SINGLE PUBUC <25 SGN8390 DONNA DR T NW SZl 1539 25 3300 SINGLE PUBUC <25 SGN9921 DONNA DR T NW SZl 1540 25 3500 SINGLE PUBUC <25 SGN9109 DORCHESTER PL T NE SZ2 1806 25 4400 SINGLE PUBUC <25 SGN 10458 DOREETWAY T NW SZl 245 25 2900 SINGLE PVT <25 SGN8207 DORY LN T SW SZ4 5289 25 500 SINGLE PVT 30-40 SGN16166 DOVE LN T SW SZ5 5504 35 1700 SINGLE PUBUC <25 SGN 16821 DOVE LN T SE SZ6 2307 25 1900 SINGLE PUBUC <25 SGN1751 DOVE LN T SE SZ5 148 25 1900 SINGLE PUBUC <25 SGN19889 DOVE LN T SE SZ6 7485 0 0 SGN20010 DOVER WAY T NE SZ2 1840 25 4600 SINGLE PVT <25 SGN10320 DRIFTWOOD CIR T INW SZl 2701 25 4600 SINGLE PVT <25 SGN10322 DRIFTWOOD CIR T NW SZl 2697 25 4600 SINGLE PVT <25 SGN20431 DRIVE A T NE SZ2 7904 25 0 SINGLE PVT 30-40 SGN20433 DRIVE C T NE SZ2 1297 25 0 SINGLE PVT 30-40 SGN962 DRYDEN PL SL NW SZ3 2724 30 5800 SINGLE PUBUC 30-40 SGN8672 DUNDEECT T NE SZ2 1065 25 2700 SINGLE PUBUC <25 SGN7295 DUSTY ROSE PL T SW SZ5 149 25 6900 SINGLE PUBUC <25 SGN11998 EAGLE DR T NE SZ6 7285 35 0 SINGLE PUBUC 30-40 SGN12003 EAGLE DR T NE SZ6 7285 35 0 SINGLE PUBUC 30-40 SGN18342 EAGLE DR T |NE SZ6 7262 35 0 SINGLE PUBUC >45 SGN10260 EAST POINTE AV T |NW SZl 1763 25 1800 SINGLE PUBLIC <25 SGN10264 EAST POINTE AV T INW SZl 1758 25 1800 SINGLE PUBLIC <25 SGN10296 EAST POINTE AV T NW SZl 1758 25 1900 SINGLE PUBLIC 30-40 ^N2066 EBB TIDE ST T SW SZ4 3945 25 6400 SINGLE PUBUC <25 »^N19424 ECHO AV SL |sE SZ6 7149 25 2600 SINGLE PUBUC <25 SGN19426 ECHO AV SL |SE SZ6 7149 25 2600 SINGLE PUBUC <25 SGN 16603 EDENDALE ST T |SE SZ6 7143 25 6300 SINGLE PUBUC <25 SGN19422 EDENDALE ST T ISE SZ6 7143 25 6300 SINGLE PUBUC <25 SGN8585 EDGEWARE WAY T NE SZ2 3306 25 2900 DOUBLE PUBUC <25 SGN8587 EDGEWARE WAY T NE SZ2 3306 25 2900 SINGLE PUBUC <25 SGN8721 EDINBURGH DR T |NE SZ2 477 25 4800 SINGLE PUBUC <25 SGN8724 EDINBURGH DR T INE SZ2 1856 25 4800 SINGLE PUBUC <25 SGN8725 EDINBURGH DR T INE SZ2 478 25 4700 DOUBLE PUBUC <25 SGN8727 EDINBURGH DR T INE SZ2 1063 25 4700 DOUBLE PUBUC <25 SGN8729 EDINBURGH DR T |NE SZ2 1832 25 4700 DOUBLE PUBUC <25 SGN8738 EDINBURGH DR T INE SZ2 1832 25 4700 DOUBLE PUBUC <25 SGN8743 EDINBURGH DR T NE SZ2 490 25 4700 SINGLE PUBUC >45 SGN3976 EDISON PL T NW SZ3 6787 25 5800 SINGLE PVT 30-40 SGN7676 EGRET ST T SW SZ4 3593 25 7200 SINGLE PVT <25 SGN7588 EL AGUILAST T SE SZ6 2135 25 2600 DOUBLE PUBUC <25 SGN7591 EL AGUILAST T SE SZ6 2134 25 2600 DOUBLE PUBUC <25 SGN7595 EL AGUILAST T SE SZ6 2133 25 2600 SINGLE PUBUC <25 SGN7586 ELAQUILAST T SE SZ6 2135 25 2600 SINGLE PUBUC <25 SGN4491 ELARBOLDR T INW SZ3 1973 25 5500 SINGLE PUBUC <25 SGN4661 ELARBOLDR T INW SZ3 1989 25 5500 SINGLE PUBUC <25 SGN5267 ELARBOLDR T INW SZ3 1973 25 5300 SINGLE PUBUC 30-40 SGN6202 ELASTILLERO PL T ISE SZl 3991 25 7900 SINGLE PUBUC <25 ^N5855 EL BOSQUE AV T ISE SZl 3973 25 2400 SINGLE PUBUC <25 >J5859 EL BOSQUE AV T |sE SZl 3983 25 2400 SINGLE PUBLIC <25 «dN5911 EL BOSQUE AV T ISE SZl 3973 25 2400 SINGLE PUBLIC <25 SGN15092 EL CAMINO REAL T |NW SZ3 798 55 5700 SINGLE PUBUC >45 24 of 67 SGN16397 EL CAMINO REAL T SE SZ5 7000 55 6200 SINGLE PUBUC >45 SGN16795 EL CAMINO REAL T SE SZ5 2122 55 6800 SINGLE PUBLIC >45 SGN1707 EL CAMINO REAL T SE SZ5 5723 55 6700 SINGLE PUBUC >45 J SGN19723 EL CAMINO REAL T SE SZ5 876 55 6400 SINGLE PUBUC >45 SGN5441 EL CAMINO REAL T NE SZ3 3405 55 5700 SINGLE PUBUC >45 SGN8165 EL CAMINO REAL T NW SZ2 5728 55 5000 DOUBLE PUBUC >45 SGN8783 EL CAPITAN CT T NE SZ2 995 25 4300 SINGLE PUBUC <25 SGN16980 EL FUERTE ST SL SE SZl 2424 35 6800 SINGLE PUBUC 30-40 SGN17037 EL FUERTE ST T SE SZl 2410 35 7300 SINGLE PUBUC 30-40 SGN17039 EL FUERTE ST T SE SZl 2411 35 7300 SINGLE PUBUC 30-40 SGN17065 EL FUERTE ST T SE SZl 2411 40 7300 SINGLE PUBUC 30-40 SGN17081 EL FUERTE ST SL SE SZl 2407 35 7200 SINGLE PUBUC 30-40 SGN19472 EL FUERTE ST T SE sze 6974 45 0 DOUBLE PUBUC >45 SGN 19494 EL FUERTE ST SL NE sze 501 45 6000 DOUBLE PUBUC >45 SGN2170 EL FUERTE ST T SE sze 5080 45 6200 SINGLE PUBUC >45 SGN4852 EL FUERTE ST T NE sze 502 45 6000 DOUBLE PUBUC >45 SGN7147 EL FUERTE ST T SE SZl 3047 35 6700 SINGLE PUBUC 30-40 SGN7151 EL FUERTE ST T SE SZl 3047 35 6700 SINGLE PUBUC 30-40 SGN7511 EL FUERTE ST SL SE sze 2170 45 6500 SINGLE PUBUC >45 SGN7524 EL FUERTE ST SL SE sze 2170 45 6500 SINGLE PUBUC >45 SGN7575 EL FUERTE ST T SE sze 5116 45 6400 SINGLE PUBLIC >45 SGN7579 EL GAVILAN CT T SE sze 2141 25 2500 SINGLE PUBLIC <25 SGN7610 EL GAVILAN CT T SE sze 2140 25 2500 DOUBLE PUBUC <25 SGN7613 EL GAVILAN CT T SE sze 2140 25 2500 SINGLE PUBUC <25 SGN7598 EL PATIO CT T SE sze 2123 25 6400 SINGLE PUBUC <25 SGN7553 EL PERICO LN T SE sze 2130 25 6400 SINGLE PUBUC <25 SGN7556 EL PERICO LN T SE sze 2130 25 6400 SINGLE PUBUC <25 SGN5740 EL RASTRO LN T SE SZl 4032 25 2800 SINGLE PUBUC <25 T"* SGN5842 EL RASTRO LN T SE SZl 4007 25 2600 SINGLE PUBUC <25 SGN5848 EL RASTRO LN T SE SZl 4007 25 2800 SINGLE PUBUC <25 SGN5851 EL RASTRO LN T SE SZl 4032 25 2800 SINGLE PUBUC <25 SGN15731 ELDER CT T SW SZ4 2901 25 0 SGN15734 ELDER CT T SW SZ4 2997 25 0 SGN15736 ELDER CT T SW SZ4 2997 25 0 SGN15739 ELDER CT T SW SZ4 2065 25 0 SGN15740 ELDER CT T SW SZ4 2065 25 0 SGN15751 ELDER CT T SW SZ4 2064 25 800 SINGLE PVT 30-40 SGN7803 ELDER CT T SW SZ4 3513 25 0 SGN16124 ELEGANT TERN PL T SW SZ5 6782 25 6600 SINGLE PUBUC <25 SGN14842 ELIOT PL T NW SZ3 3449 25 5200 SINGLE PUBUC <25 SGN10361 ELMWOOD ST T NW SZl 3362 25 2900 SINGLE PUBUC <25 SGN10365 ELMWOOD ST T NW SZl 3362 25 2900 SINGLE PUBUC 30-40 SGN10392 ELMWOOD ST T NW SZl 3361 25 2800 SINGLE PUBUC 30-40 SGN15772 EMBARCADERO LN T SW SZ4 7335 25 0 SINGLE PUBUC 30-40 SGN7514 EMERALD PL SL SE SZ6 5328 25 2900 SINGLE PVT <25 SGN16641 ENCANTO DR T SE SZ6 7148 25 6300 SINGLE PUBUC <25 SGN19425 ENCANTO DR SL SE SZ6 7148 25 6300 SINGLE PUBUC <25 SGN10655 ENDEAVOR LN T NW SZ3 3500 25 4700 SINGLE PVT <25 SGN5726 ENGLEWOOD WAY T NE SZ2 2671 25 2800 SINGLE PVT <25 SGN17134 ESCENICO TER T SE SZ7 216 25 2000 SINGLE PUBUC <25 SGN17137 ESCENICO TER T SE SZl 2513 25 2100 SINGLE PUBUC <25 SGN6821 ESCENICO TER T SE SZl 2513 25 2100 SINGLE PUBUC J SGN6832 ESCENICO TER T SE SZl 216 25 2000 SINGLE PUBUC <25 r SGN6565 ESFERA ST T SE SZl 365 25 7400 SINGLE PUBLIC <25 S SGN6571 ESFERA ST T SE SZl 2504 25 7400 DOUBLE PUBUC <25 1 25 of 67 SGN6574 ESFERA ST T SE SZ7 2503 25 7400 DOUBLE PUBUC <25 SGN6582 ESFERA ST T SE SZl 2504 25 7400 DOUBLE PUBUC <25 ^5N6585 ESFERA ST T SE SZl 1180 25 7400 DOUBLE PUBUC <25 ^N6595 ESFERA ST T SE SZl 363 25 7500 SINGLE PUBUC >45 SGN6853 ESFERA ST T SE SZl 2498 25 7200 DOUBLE PUBUC <25 SGN6863 ESFERA ST T SE SZl 2499 25 7300 SINGLE PUBUC <25 SGN6866 ESFERA ST T SE SZl 2502 25 7300 SINGLE PUBUC <25 SGN6868 ESFERA ST T SE SZl 2502 25 7300 DOUBLE PUBUC <25 SGN6885 ESFERA ST T SE SZl 2501 25 7400 SINGLE PUBUC <25 SGN6888 ESFERA ST T SE SZl 2503 25 7400 SINGLE PUBUC <25 SGN18929 ESKER WAY T NE SZl 7007 25 4000 SINGLE PVT 30-40 SGN6312 ESTANCIA ST T SE SZl 2599 25 7800 SINGLE PUBUC <25 SGN6315 ESTANCIA ST T SE SZl 2599 25 7800 SINGLE PUBUC <25 SGN6326 ESTANCIA ST SE SZl 2598 25 7800 SINGLE PUBUC <25 SGN 16999 ESTRELLA DE MAR CT T SE SZl 2287 25 1900 SINGLE PRIVATE <25 SGN16804 ESTRELLA DE MAR RD T SE sze 7408 25 6700 SINGLE PUBUC <25 SGN 16807 ESTRELLA DE MAR RD T SE sze 7392 25 6700 DOUBLE PUBUC <25 SGN16811 ESTRELLA DE MAR RD T SE sze 6961 25 6800 DOUBLE PUBUC <25 SGN16816 ESTRELLA DE MAR RD T SE sze 7392 25 6800 SINGLE PUBUC <25 SGN16820 ESTRELLA DE MAR RD T ISE sze 6932 25 6900 SINGLE PUBUC <25 SGN19069 ESTRELLA DE MAR RD T |sE sze 6932 25 6900 SINGLE PUBUC >45 SGN19893 ESTRELLA DE MAR RD T SE sze 7492 0 0 SGN6037 ESTRELLA DE MAR RD SL SE SZl 2291 25 7100 SINGLE PUBUC <25 SGN6123 ESTRELLA DE MAR RD T SE SZl 2289 25 7000 SINGLE PUBUC <25 SGN6275 ESTRELLA DE MAR RD T SE sze 2290 25 7000 SINGLE PUBLIC >45 SGN9143 ESTRELLA DE MAR RD SL SE SZl 6907 25 7100 SINGLE PUBUC <25 SGN9511 ESTRELLA DE MAR RD SL SE SZ4 2308 25 7200 SINGLE PUBUC <25 "1N9516 ESTRELLA DE MAR RD SL SE SZl 2308 25 7300 SINGLE PUBLIC <25 «JGN6155 ESTRELLA DR MAR RD SL SE SZl 2289 25 7000 SINGLE PUBUC <25 SGN7577 ESTURION CT SL SE sze 2158 25 2800 SINGLE PUBUC <25 SGN7527 ESTURION PL SL SE sze 2161 25 2800 SINGLE PUBUC <25 SGN16911 ESTURION ST SL SE sze 2160 25 2800 SINGLE PUBUC <25 SGN7528 ESTURION ST SL |SE sze 2159 25 2800 DOUBLE PUBUC <25 SGN7578 ESTURION ST SL SE sze 2159 25 2800 DOUBLE PUBUC <25 SGN14479 EUCALYPTUS LN T NW SZ3 5620 25 4900 SINGLE PUBUC <25 SGN8156 EUCALYPTUS LN T NW SZ3 5620 25 4900 SINGLE PUBUC <25 SGN13411 EUREKA PL T NW SZl 395 25 3300 SINGLE PUBUC 30-40 SGN8098 EUREKA PL T NW SZl 395 25 3300 SINGLE PUBUC <25 SGN10114 EVERGREEN CIR T NW SZl 1515 25 1700 SINGLE PUBUC <25 SGN5479 FAIRFIEDAV T NE SZ2 2668 25 2800 SINGLE PVT <25 SGN1612 FAIRWATER PL T SW SZ5 5286 25 6400 SINGLE PUBUC <25 SGN17125 FAIRWAY LN T SZ7 6688 25 2200 SINGLE PVT >45 SGN10477 FALCON DR T |NW SZl 1529 25 3100 SINGLE PUBUC <25 SGN10492 FALCON DR T NW SZl 1529 25 3200 SINGLE PUBUC <25 SGN6530 FALDA PL T SE SZl 2510 25 7700 SINGLE PUBUC 30-40 SGN14805 FARADAY AV T NW SZ3 6689 40 1600 SINGLE PUBUC 30-40 SGN5472 FARADAY AV T NE SZ3 2009 40 2400 DOUBLE PUBUC 30-40 SGN5510 FARADAY AV T NW SZ3 528 40 1600 DOUBLE PUBUC 30-40 SGN5573 FARADAY AV T NW SZ3 2914 40 1600 SINGLE PUBUC 30-40 SGN4984 FARNSWORTH CT T NW SZ3 1998 25 5900 SINGLE PUBUC 30-40 SGN6664 PAROL CT R SE SZ7 353 25 7700 SINGLE PUBUC <25 ik^N6658 PAROL PL SL SE SZ7 1198 25 7700 SINGLE PUBUC |<25 ;N6896 FEBOCT T SE SZl 203 25 3300 SINGLE PUBUC l<25 T§feN5485 FERMI CT T NW SZ3 3800 30 5500 SINGLE PUBUC 130-40 SGN8079 FERN PL T SW SZ4 2279 25 7000 SINGLE PUBUC ||<25 26 of 67 SGN19860 FILOU CIR T SE SZ7 7621 0 0 SGN19863 FILOU CIR T SE SZl 7624 0 0 SGN19396 FINNILA PL SL SE sze 7078 25 0 SGN19397 FINNILA PL SL SE sze 7078 25 0 PUBUC <25 SGN 19398 FINNILA PL T SE sze 7078 25 0 SGN16116 FIONA PL T SW SZ5 4229 25 6600 SINGLE PUBUC <25 SGN16079 FISHERMAN DR T SW SZ5 6931 25 1600 SINGLE PUBLIC >45 SGN19948 FLAME TREE LN T SW SZ5 , 3645 25 1400 SINGLE PVT >45 SGN16897 FLAMENCO ST SL SE SZ6 2142 25 6500 DOUBLE PUBUC <25 SGN7583 FLAMENCO ST T SE SZ6 2142 25 6500 SINGLE PUBUC <25 SGN7585 FLAMENCO ST T SE SZ6 2136 25 6400 DOUBLE PUBUC <25 SGN7608 FLAMENCO ST T SE SZ6 2136 25 6400 SINGLE PUBUC <25 SGN19977 FLAT ROCK ST T NE SZ2 7018 25 3500 SINGLE PUBUC <25 SGN19980 FLAT ROCK ST T NE SZ2 7018 25 3500 SINGLE PUBUC 30-40 SGN4443 FLEET ST T NW SZ3 3792 25 5800 SINGLE PVT 30-40 SGN4677 FLEET ST T NW SZ3 3792 25 5800 SINGLE PVT 30-40 SGN9061 FLOWER FIELDS WAY T NE SZ2 246 25 2700 SINGLE PVT <25 SGN10647 FLYING CLOUD WAY T NW SZ3 3110 25 4800 SINGLE PVT <25 SGN10651 FLYING CLOUD WAY T NW SZ3 1920 25 4700 SINGLE PVT <25 SGN1375 FLYING L C LN T SE SZ6 5100 25 6200 SINGLE PUBUC <25 SGN7303 FOLLETTE ST T SW SZ5 4221 25 6700 DOUBLE PUBUC <25 SGN12208 FOOTHILL AV T NE SZ2 3226 25 3900 SINGLE PUBUC 30-40 SGN12211 FOOTHILL AV T NE SZ2 3226 25 3900 DOUBLE PUBUC <25 SGN12294 FOOTHILL AV T NE SZ2 3224 25 3900 DOUBLE PUBUC <25 SGN19973 FOOTHILL AV T NE SZ2 3225 25 3900 DOUBLE PUBUC <25 SGN9414 FORECASTLE CT T NW SZ3 3442 25 5300 DOUBLE PUBUC <25 SGN9417 FORECASTLE CT T NW SZ3 3442 25 5300 SINGLE PUBUC 30-40 SGN20026 FOREST AV T NW SZl 3090 25 1800 SINGLE PUBUC <25 r SGN8889 FOREST AV T NW SZl 1284 25 1800 SINGLE PUBUC <25 \ SGN8893 FOREST AV T NW SZl 281 25 1700 DOUBLE PUBUC <25 SGN8895 FOREST AV T NW SZl 1370 25 1400 SINGLE PUBLIC <25 SGN9184 FOREST AV T NW SZl 1368 25 1200 SINGLE PUBUC <25 SGN9192 FOREST AV T NW SZl 1369 25 1400 SINGLE PUBUC <25 SGN9339 FOREST VIEW WAY T NW SZl 2638 25 2800 SINGLE PVT 30-40 SGN6889 FOSCA ST T SE SZl 3508 25 3300 SINGLE PUBUC <25 SGN6892 FOSCA ST • T SE SZl 3508 25 3300 SINGLE PUBUC <25 SGN6895 FOSCA ST T SE SZl 2490 25 3300 SINGLE PUBUC <25 SGN6900 FOSCA ST T SE SZl 2489 25 3200 DOUBLE PUBUC <25 SGN6872 FOSCA WAY T SE SZl 2497 25 3300 SINGLE PUBUC <25 SGN6886 FOSCA WAY T SE SZl 2497 25 3300 SINGLE PUBLIC <25 SGN18616 FOUR PEAKS ST T NE SZl 7593 25 3400 DOUBLE PUBUC <25 SGN18619 FOUR PEAKS ST SL NE SZl 7597 25 3400 SINGLE PUBUC <25 SGN10793 FOXGLOVE VIEW T SW SZ4 1094 25 1000 SINGLE PUBLIC <25 SGN 10815 FOXGLOVE VIEW T SW SZ4 1094 25 1000 SINGLE PUBUC <25 SGN2907 FRANCISCAN RD T SW SZ4 3907 25 6500 SINGLE PUBUC <25 SGN16065 FRENATA PL T SW SZ5 6609 25 6700 SINGLE PVT <25 SGN14516 FROST AV T NW SZ3 5240 25 5000 DOUBLE PUBUC <25 SGN14521 FROST AV T . NW SZ3 5240 25 5000 DOUBLE PUBUC <25 SGN14527 FROST AV T NW SZ3 5235 25 5100 SINGLE PUBUC <25 SGN14535 FROST AV T NW SZ3 5235 25 5000 DOUBLE PUBUC <25 SGN8934 FROST AV T NW SZ3 2906 25 5200 DOUBLE PUBUC <25 SGN9260 FROST AV T NW SZ3 2906 25 5200 SINGLE PUBUC <25 i SGN1412 FUCHSIA LN R SW SZ4 2071 25 900 SINGLE PVT 30-40 ( SGN6405 GABACHO ST T SE SZ7 362 25 7800 SINGLE PUBLIC N <25 SGN10845 GABBIANO LIM T SW SZ4 2889 30 7300 DOUBLE PUBLIC 30-40 27 of 67 SGN10848 GABBIANO LN T Isw SZ4 2888 30 7300 DOUBLE PUBUC 30-40 SGN10851 GABBIANO LN T SW SZ4 2891 30 7300 DOUBLE PUBUC 30-40 ^N10852 GABBIANO LN T SW SZ4 2891 30 7300 DOUBLE PUBUC 30-40 ^JN10861 GABBIANO LN T SW SZ4 2887 30 7300 DOUBLE PUBUC 30-40 SGN10886 GABBIANO LN T SW SZ4 2890 30 7300 SINGLE PUBUC >45 SGN11756 GALENA AV T SE SZ6 6948 25 2300 SINGLE PUBUC 30-40 SGN11765 GALENA AV T SE SZ6 6947 25 2200 SINGLE PUBUC 30-40 SGN 16829 GALENA AV T SE SZ6 7313 25 2200 DOUBLE PUBUC <25 SGN16839 GALENA AV T SE SZ6 7313 25 2200 SINGLE PUBUC <25 SGN16842 GALENA AV T SE SZ6 7315 25 2300 DOUBLE PUBUC <25 SGN16845 GALENA AV T SE SZ6 7314 25 2300 DOUBLE PUBUC <25 SGN6716 GALICIA WAY SL SE SZl 2547 25 2700 SINGLE PUBUC <25 SGN6725 GALICIA WAY SL SE SZl 2547 25 2600 SINGLE PUBUC <25 SGN6728 GALICIA WAY SL SE SZl 1167 25 2600 SINGLE PUBUC <25 SGN6364 GALLEON WAY SL |SE SZl 2563 25 7700 SINGLE PUBUC <25 SGN6684 GALLEON WAY SL ISE SZl 2561 25 7700 SINGLE PUBLIC <25 SGN6619 GARBOSO PL R |SE SZl 2596 25 7700 SINGLE PUBUC <25 SGN6617 GARBOSO ST T ISE SZl 3056 25 3000 SINGLE PUBUC <25 SGN6618 GARBOSO ST R SE SZl 357 25 3000 SINGLE PUBUC <25 SGN6667 GARBOSO ST R SE SZl 357 25 3000 SINGLE PUBUC <25 SGN6679 GARBOSO ST R jsE SZl 2579 25 3000 SINGLE PUBUC <25 SGN16632 GARDEN HOUSE RD T |SE sze 7142 25 2600 SINGLE PUBUC <25 SGN16633 GARDEN HOUSE RD SL iSE sze 7141 25 2600 SINGLE PUBUC <25 SGN19344 GARDEN HOUSE RD T SE sze 7123 25 2600 DOUBLE PUBUC <25 SGN19347 GARDEN HOUSE RD T SE sze 7141 25 2600 DOUBLE PUBUC <25 SGN19405 GARDEN HOUSE RD T jsE sze 7125 25 2600 DOUBLE PUBUC <25 SGN19423 GARDEN HOUSE RD T ISE sze 7198 25 2600 SINGLE PUBUC <25 iN16629 GARDENHOSUE RD SL |sE sze 7124 25 2500 SINGLE PUBUC <25 ^N10938 GARDENIA CT T Isw SZ4 2230 25 7000 SINGLE PUBUC <25 SGN12647 GARFIELD ST T NW SZl 3077 25 0 SGN12652 GARFIELD ST T |NW SZl 223 25 2400 SINGLE PUBUC <25 SGN12767 GARFIELD ST T |NW SZl 740 25 2600 SINGLE PUBUC <25 SGN12830 GARFIELD ST T NW SZl 697 25 2700 SINGLE PUBUC <25 SGN12855 GARFIELD ST T NW SZl 740 25 2600 SINGLE PUBUC <25 SGN12857 GARFIELD ST T NW SZl 697 25 2700 SINGLE PUBUC <25 SGN12872 GARFIELD ST T NW SZl 696 25 2900 SINGLE PUBUC <25 SGN12919 GARFIELD ST SL NW SZl 696 25 2900 SINGLE PUBUC <25 SGN13572 GARFIELD ST T NW SZl 604 25 3300 SINGLE PUBUC <25 SGN13573 GARFIELD ST T NW SZl 603 25 3300 DOUBLE PUBUC <25 SGN13578 GARFIELD ST T NW SZl 657 25 3400 SINGLE PUBUC <25 SGN13593 GARFIELD ST T |NW SZl 655 25 3400 DOUBLE PUBUC <25 SGN13607 GARFIELD ST T INW SZl 602 25 3500 SINGLE PUBUC <25 SGN13634 GARFIELD ST T |NW SZl 654 25 3600 SINGLE PUBLIC <25 SGN13637 GARFIELD ST T NW SZl 111 25 3700 SINGLE PUBUC <25 SGN14281 GARFIELD ST T NW SZl 1080 25 3800 SINGLE PUBUC <25 SGN14287 GARFIELD ST T NW SZl 1081 25 3800 DOUBLE PUBLIC <25 SGN14334 GARFIELD ST T NW SZl 1082 25 3900 SINGLE PUBUC 30-40 SGN14401 GARFIELD ST T NW SZ3 1866 25 4000 DOUBLE PUBUC <25 SGN14409 GARFIELD ST T NW SZ3 3066 25 4000 SINGLE PUBUC <25 SGN14421 GARFIELD ST T INW SZ3 3065 25 3900 DOUBLE PUBUC <25 SGN 14542 GARFIELD ST T |NW SZ3 1867 25 4200 SINGLE PUBUC <25 kl^HlOAlS GARFIELD ST T NW SZl 605 25 3200 SINGLE PUBLIC <25 N8440 GARIBALDI PL T NE SZ2 1586 25 3300 DOUBLE PUBUC <25 fS6m441 GARIBALDI PL T NE SZ2 1586 25 3300 SINGLE PUBUC <25 SGN7517 GARNET PL SL SE SZ6 5327 25 2900 SINGLE PVT <25 28 of 67 SGN8513 GARY CIR T NE SZ2 1603 25 2400 SINGLE PUBUC <25 SGN8720 GATESHEAD RD T NE SZ2 1857 25 4800 SINGLE PUBUC <25 SGN8723 GATESHEAD RD T NE SZ2 480 25 4800 SINGLE PUBLIC <25 ^ SGN8746 GATESHEAD RD T NE SZ2 280 25 4700 SINGLE PUBUC <25 X. SGN16398 GATEWAY RD T SE SZ5 6957 40 2500 SINGLE PUBUC >45 SGN16410 GATEWAY RD SL SE SZ6 6953 40 2500 SINGLE PUBLIC 30-40 SGN16419 GATEWAY RD T SE SZ6 7361 40 2600 SINGLE PUBUC 30-40 SGN16439 GATEWAY RD T SE SZ6 6953 40 2500 DOUBLE PUBLIC 30-40 SGN16458 GATEWAY RD T SE SZ6 7361 40 2600 SINGLE PUBUC 30-40 SGN16461 GATEWAY RD T SE SZ6 6957 40 2500 DOUBLE PUBUC 30-40 SGN19804 GATEWAY RD T SE SZ6 6950 40 2700 SINGLE PUBLIC >45 SGN6333 GAVIOTA CIR T SE SZ7 2559 25 2900 SINGLE PUBUC <25 SGN6339 GAVIOTA CIR T SE SZ7 2559 25 7800 SINGLE PUBUC <25 SGN6404 GAVIOTA CIR T SE SZ7 2569 25 2900 SINGLE PUBLIC <25 SGN6334 GAVIOTA PL T SE SZ7 2556 25 2900 SINGLE PUBUC <25 SGN13282 GAYLE WAY T NW SZl 963 25 2000 DOUBLE PUBUC <25 SGN8380 GAYLE WAY T NW SZl 963 25 2000 SINGLE PUBUC <25 SGN8432 GAYLE WAY T NW SZl 962 25 2000 SINGLE PUBUC <25 SGN19156 GAZELLE CT T NE SZ6 7373 25 2800 SINGLE PUBLIC <25 SGN4815 GEIGERCT T NW SZ3 2006 25 5900 SINGLE PUBUC 30-40 SGN18027 GENTLE KNOLL ST T NE SZ2 7032 25 3400 SINGLE PUBUC <25 SGN18041 GENTLE KNOLL ST T NE SZ2 7033 25 3400 DOUBLE PUBUC <25 SGN18044 GENTLE KNOLL ST T NE SZ2 7032 25 3400 DOUBLE PUBUC <25 SGN18037 GENTLEKNOLLST T NE SZ2 7034 25 3400 SINGLE PUBUC <25 SGN16677 GEODE LN T SE SZ6 6978 25 2300 SINGLE PUBUC <25 SGN16681 GEODE LN T SE SZ6 7389 25 2300 DOUBLE PUBUC <25 SGN9148 GERANIUM ST T SW SZ4 2274 25 1700 SINGLE PUBUC <25 SGN9525 GERANIUM ST T SW SZ4 2274 25 1700 SINGLE PUBUC <25 r SGN8715 6ETSHEAD RD T NE SZ2 280 25 4700 DOUBLE PUBLIC <25 ^ SGN6638 GIBRALTAR ST R SE SZl 1154 25 7500 SINGLE PUBUC <25 SGN6694 GIBRALTAR ST T SE SZl 1168 25 7500 SINGLE PUBUC >45 SGN6697 GIBRALTAR ST SL SE SZl 1153 25 7500 SINGLE PUBUC <25 SGN17146 GIBRALTOR ST T SE SZl 1168 25 7500 SINGLE PUBUC >45 SGN1662 GINGER AV T SW SZ4 2081 25 800 DOUBLE PVT <25 SGN1665 GINGER AV T SW SZ4 2082 25 800 SINGLE PUBUC 30-40 SGN18927 GLASGOW DR T NE SZ2 7011 30 2900 DOUBLE PUBLIC 30-40 SGN18928 GLASGOW DR T NE SZ2 7012 30 2900 DOUBLE PUBUC 30-40 SGN8574 GLASGOW DR T NE SZ2 3386 30 3100 SINGLE PUBUC 30-40 SGN8647 GLASGOW DR T NE SZ2 1829 30 2900 DOUBLE PUBLIC 30-40 SGN8669 GLASGOW DR T NE SZ2 494 25 2800 SINGLE PUBUC 30-40 SGN8673 GLASGOW DR T NE SZ2 1066 25 2700 DOUBLE PUBLIC <25 SGN8737 GLASGOW DR T NE SZ2 1064 25 2700 SINGLE PUBLIC <25 SGN8747 GLASGOW DR T NE SZ2 1817 25 2600 SINGLE PUBUC <25 SGN8758 GLASGOW DR T NE SZ2 493 25 2700 DOUBLE PUBUC <25 SGN8761 GLASGOW DR T NE SZ2 1819 25 2700 DOUBLE PUBUC <25 SGN17742 GLEN AV T NE SZ2 7543 25 3500 SINGLE PUBUC <25 SGN18584 GLEN AV T NE SZ2 7613 25 3600 SINGLE PUBUC <25 SGN18650 GLEN AV T NE SZ2 7586 25 3700 DOUBLE PUBUC <25 SGN19729 GLEN AV SL NE SZ2 7595 25 3700 SINGLE PUBUC <25 SGN19989 GLEN AV T NE SZ2 7588 25 3600 DOUBLE PUBUC <25 SGN9733 GLORIA LN T NW SZ3 428 25 3900 SINGLE PUBUC <25 SGN1465 GOLD FLOWER RD T SW SZ4 3936 25 1200 SINGLE PUBUC <25 J SGN15941 GOLD FLOWER RD T SW SZ4 3935 25 1200 DOUBLE PUBUC SGN15944 GOLD FLOWER RD SL SW SZ4 3935 25 1200 SINGLE PUBUC <25 "1 SGN9232 GOLDEN STAR LN T SW SZ4 3758 25 7300 DOUBLE PUBUC <25 29 of 67 SGN9236 GOLDEN STAR LN T SW SZ4 3758 25 7300 SINGLE PUBUC 30-40 SGN19660 GOLDENBUSH DR T SW SZ5 6531 25 6400 SINGLE PUBUC <25 k5N19935 GOLDENBUSH DR T SW SZ5 5517 25 6400 SINGLE PUBUC <25 JN19938 GOLDENBUSH DR Isw SZ5 5517 25 6400 DOUBLE PUBUC <25 5GN2005 GOLDENEYE VIEW T SW SZ4 3859 25 1000 DOUBLE PUBUC <25 SGN2008 GOLDENEYE VIEW T SW SZ4 3859 25 1000 DOUBLE PUBUC <25 SGN2014 GOLDENEYE VIEW T SW SZ4 3860 25 1000 SINGLE PUBUC <25 SGN11772 GOLDSTONE RD T SE SZ6 6943 25 6800 SINGLE PUBUC 30-40 SGN16823 GOLDSTONE RD SE SZ6 nil 25 6800 SINGLE PUBUC <25 SGN16826 GOLDSTONE RD T SE SZ6 6945 25 6800 DOUBLE PUBUC <25 SGN16831 GOLDSTONE RD T SE SZ6 7419 25 6900 DOUBLE PUBUC <25 SGN16836 GOLDSTONE RD T SE SZ6 7270 25 6900 DOUBLE PUBUC <25 SGN16838 GOLDSTONE RD T SE SZ6 7419 25 6900 DOUBLE PUBUC <25 SGN12277 GORGE PL T NE SZ2 3230 25 3500 SINGLE PUBLIC <25 SGN5895 GRADO EL TUPELO T |sE SZl 4059 25 7900 SINGLE PUBUC <25 SGN5910 GRADO EL TUPELO T ISE SZl 4060 25 7900 SINGLE PUBUC <25 SGN6241 GRADO EL TUPELO T |sE SZl 4061 25 7900 SINGLE PUBUC <25 SGN6244 GRADO EL TUPELO T SE SZl 4061 25 7900 SINGLE PUBUC <25 SGN17022 GRADO MARBELLA T SE SZl 1126 25 7000 SINGLE PVT 30-40 SGN 17025 GRADO MARBELLA T SE SZl 2343 15 7000 SINGLE PVT 30-40 SGN9629 GRADY PL T NW SZ3 1718 25 1500 SINGLE PUBUC <25 SGN8492 GRANADA WAY T NE SZ2 1589 25 2400 SINGLE PUBLIC <25 SGN8498 GRANADA WAY T NE SZ2 1589 25 2400 SINGLE PUBUC <25 SGN11258 GRAND AV T NW SZl 1438 25 0 SGN12865 GRAND AV T NW SZl 658 25 100 SINGLE PUBUC <25 SGN12873 GRAND AV T NW SZl 659 25 200 SINGLE PUBUC <25 SGN12901 GRAND AV T NW SZl 7345 25 300 SINGLE PUBUC <25 SN13169 GRAND AV T NW SZl 1440 25 900 SINGLE PUBUC <25 ^mi GRAND AV T fflNW SZl 1437 25 700 SINGLE PUBUC <25 SGN20024 GRAND AV T 1 NW SZl 1440 25 1000 SINGLE PUBUC <25 SGN19959 GRAND PACIFIC DR T NW SZ3 7454 25 5600 SINGLE PVT 30-40 SGN6464 GRANDO CIPRESSO T SE SZl 3706 25 7800 SINGLE PUBUC <25 SGN17942 GRANITE CT T NE SZl 7023 25 3500 SINGLE PUBUC <25 SGN9831 GRECOURT WAY T NW SZl 400 25 3700 SINGLE PUBUC <25 SGN 12070 GREENHAVEN DR SL SE sze 6975 25 6300 DOUBLE PUBUC <25 SGN12073 GREENHAVEN DR SL SE sze 7200 25 6300 DOUBLE PUBUC <25 SGN12077 GREENHAVEN DR T SE sze 7200 25 6300 DOUBLE PUBUC <25 SGN12094 GREENHAVEN DR T SE sze 7107 25 6300 DOUBLE PUBUC <25 SGN12102 GREENHAVEN DR T SE sze 7159 25 6300 DOUBLE PUBUC <25 SGN12103 GREENHAVEN DR T SE sze 7160 25 6300 DOUBLE PUBUC <25 SGN12112 GREENHAVEN DR T SE sze 7160 25 6300 DOUBLE PUBUC <25 SGN12113 GREENHAVEN DR T SE sze 7161 25 6300 DOUBLE PUBUC <25 SGN16601 GREENHAVEN DR T SE sze 7107 25 6300 DOUBLE PUBUC <25 SGN16609 GREENHAVEN DR T SE sze 7196 25 6300 DOUBLE PUBUC <25 SGN19404 GREENHAVEN DR T SE sze 7195 25 6300 SINGLE PUBUC <25 SGN8712 GREENOCK CT T NE SZl 1061 25 2700 SINGLE PUBUC <25 SGN17044 GREENVIEW DR SL SE SZl 6209 25 0 SINGLE PVT <25 SGN8045 GREGORY DR T NW SZl 734 25 2500 SINGLE PUBUC <25 SGN8049 GREGORY DR T NW SZl 734 25 2500 SINGLE PUBUC <25 SGN11999 GREY HAWK CT T NE sze 7263 30 3200 SINGLE PUBUC 30-40 SGN10862 GRIVETTA CT T SW SZ4 2892 25 900 SINGLE PUBUC 30-40 SGN9328 GROVE AV T NW SZl 2640 25 2700 SINGLE PVT 30-40 N7254 GRULLA ST SL SE SZ6 2374 25 6600 SINGLE PUBUC <25 pGN7278 GRULLA ST R SE sze 2374 25 6600 SINGLE PUBLIC <25 SGN8875 GUEVARA RD T |NW SZl 1280 25 1800 SINGLE PUBLIC <25 30 of 67 SGN16014 GULLCT T SW SZ5 3629 25 1300 SINGLE PUBUC <25 SGN8787 HALFDOME PL T NE SZ2 332 25 2600 SINGLE PUBUC <25 SGN16626 HALITE PL T SE SZ6 7403 25 6600 SINGLE PUBUC <25 SGN16693 HALITE PL T SE SZ6 7404 25 6600 DOUBLE PUBUC <25 \, SGN16694 HALITE PL T SE SZ6 7403 25 6600 DOUBLE PUBUC <25 SGN19937 HALYARD PL T SW SZ5 6479 25 6400 SINGLE PVT <25 SGN9433 HAMDEN WAY T NE SZ2 748 25 3500 SINGLE PUBUC <25 SGN14391 HARBOR DR T NW SZ3 1088 25 4100 SINGLE PUBLIC <25 SGN1641 HARBOR POINT RD T SW SZ4 838 25 6800 SINGLE PVT >45 SGN7808 HARBOR POINT RD SL SW SZ4 3031 25 6899 SINGLE PVT 30-40 SGN14453 HARBOR VIEW LN T NW SZ3 1682 25 1100 SINGLE PUBUC <25 SGN13168 HARDING ST T NW SZl 1235 . 25 2900 SINGLE PUBUC <25 SGN13323 HARDING ST T NW SZl 1239 25 3100 SINGLE PUBUC <25 SGN13348 HARDING ST T NW SZl 699 25 3300 SINGLE PUBUC <25 SGN13381 HARDING ST T NW SZl 1462 25 3400 SINGLE PUBUC <25 SGN13716 HARDING ST T. NW SZl 1662 25 3500 SINGLE PUBUC <25 SGN13720 HARDING ST T NW SZl 1024 25 3500 DOUBLE PUBUC <25 SGN13724 HARDING ST T NW SZl 1664 25 3600 SINGLE PUBUC <25 SGN13728 HARDING ST T NW SZl 1037 25 3600 SINGLE PUBUC <25 SGN13733 HARDING ST T NW SZl 1037 25 3600 SINGLE PUBUC <25 SGN20434 HARDING ST T NW SZl 934 25 3400 SINGLE PUBUC <25 SGN18199 HARRISON ST T NW SZ3 7538 25 4200 SINGLE PUBUC <25 SGN9662 HARRISON ST T NW SZ3 7538 25 4000 SINGLE PUBUC <25 SGN9665 HARRISON ST T NW SZ3 7537 25 4200 SINGLE PUBUC <25 SGN9681 HARRISON ST T NW SZ3 3351 25 4200 SINGLE PUBUC <25 SGN19998 HARTFORD PL T NE SZ2 1849 25 4500 SINGLE PVT <25 SGN7877 HARWICH DR T NE SZ2 3261 25 3400 SINGLE PUBUC <25 SGN8219 HARWICH DR T NE SZ2 3261 25 3500 SINGLE PUBUC 30-40 SGN8573 HARWICH DR T NE SZ2 6098 25 3700 SINGLE PUBLIC 30-40 -| SGN8589 HARWICH DR T NE SZ2 6098 25 3700 SINGLE PUBUC <25 SGN8593 HARWICH DR T NE SZ2 2655 25 3600 DOUBLE PUBUC <25 SGN8598 HARWICH DR T NE SZ2 2654 25 3500 SINGLE PUBLIC 30-40 SGN8991 HASTINGS DR T NE SZ2 1319 25 3500 DOUBLE PUBUC <25 SGN6986 HATACA RD T SE SZ7 1176 25 3100 SINGLE PUBUC <25 SGN6995 HATACA RD T SE SZ7 1176 25 3100 DOUBLE PUBUC <25 SGN6997 HATACA RD T SE SZl 2468 25 3100 DOUBLE PUBUC <25 SGN7003 HATACA RD T SE SZl 2468 25 3100 SINGLE PUBLIC <25 SGN10194 HAVENS POINT PL T NW SZ3 1724 25 1700 SINGLE PUBUC <25 SGN3659 HAVERHILL ST T NE SZ2 1633 25 3600 SINGLE PUBUC <25 SGN3835 HAVERHILL ST SL NE SZ2 1633 25 3600 SINGLE PUBUC <25 SGN17054 HAWKS EYE PL SL SE SZ6 7479 25 2900 SINGLE PVT <25 SGN15965 HAWTHORNE AV T SW SZ4 3012 25 900 SINGLE PVT <25 SGN17998 HAYMAR DR T NE SZ2 1299 35 2700 SINGLE PUBUC 30-40 SGN18007 HAYMAR DR T NW SZl 1299 35 2600 SINGLE PUBLIC 30-40 SGN18013 HAYMAR DR R NW SZl 3382 55 2600 SINGLE PUBUC 30-40 SGN1415 HEATH CT T SW SZ4 2068 25 800 SINGLE PUBUC 30-40 SGN15738 HEATH CT T SW SZ4 3468 25 0 SGN14934 HEMINGWAY DR T NW SZ3 6663 25 5100 DOUBLE PUBLIC <25 SGN14952 HEMINGWAY DR SL NW SZ3 6662 25 5100 DOUBLE PUBUC <25 SGN14956 HEMINGWAY DR T NW SZ3 6662 25 5100 SINGLE PUBUC <25 SGN13652 HEMLOCK AV T NW SZl 1079 25 100 SINGLE PUBUC 30-40 SGN14280 HEMLOCK AV T NW SZl 1079 25 300 SINGLE PUBUC <25 J SGN16620 HERITAGE DR T SE SZ6 7150 25 6300 SINGLE PUBUC <25 SGN19410 HERITAGE DR T SE SZ6 7212 25 0 SGN19106 HERON CIR T SW SZ4 7062 25 7000 DOUBLE PUBUC <25 31 of 67 SGN19116 HERON CIR T SW SZ4 7060 25 7000 DOUBLE PUBUC <25 SGN13761 HIBISCUS CIR SL NW SZl 2657 25 3800 SINGLE PUBUC <25 k5N14300 HIBISCUS CIR T NW SZl 935 25 3800 SINGLE PUBUC 30-40 ^3N14348 HIBSCUS CIR T NW SZl 1880 25 3900 SINGLE PUBUC 30-40 SGN2082 HIDDEN VALLEY RD T SW SZ4 3898 40 6300 SINGLE PUBUC 30-40 SGN15553 HIDDEN VALLEY RD T SW SZ4 3764 40 6400 SINGLE PUBUC 30-40 SGN15825 HIDDEN VALLEY RD T SW SZ4 3457 40 6700 SINGLE PUBUC 30-40 SGN15836 HIDDEN VALLEY RD T SW SZ4 3457 40 6700 DOUBLE PUBUC 30-40 SGN 15906 HIDDEN VALLEY RD T SW SZ4 3456 40 6700 SINGLE PUBUC 30-40 SGN2056 HIDDEN VALLEY RD T SW SZ4 3764 40 6500 SINGLE PUBUC 30-40 SGN10253 HIGH RIDGE AV T NW SZ3 1756 25 1800 DOUBLE PUBLIC <25 SGN10263 HIGH RIDGE AV T NW SZl 260 25 1700 SINGLE PUBUC <25 SGN10271 HIGH RIDGE AV T NW SZl 260 25 1800 SINGLE PUBUC 30-40 SGN10274 HIGH RIDGE AV T NW SZl 1755 25 1800 SINGLE PUBUC 30-40 SGN10582 HIGH RIDGE AV T NW SZ3 251 25 1900 SINGLE PUBUC <25 SGN10356 HIGHLAND DR T |NW SZl 1501 25 3200 SINGLE PUBUC <25 SGN10393 HIGHLAND DR T INW SZl 1483 35 3000 SINGLE PUBUC 30-40 SGN10428 HIGHLAND DR T |NW SZl 1495 25 3100 SINGLE PUBUC <25 SGN12566 HIGHLAND DR T INW SZl 1389 25 2300 SINGLE PUBUC <25 SGN13416 HIGHLAND DR T NW SZl 970 25 3400 SINGLE PUBUC <25 SGN13425 HIGHLAND DR T NW SZl 1030 25 3500 SINGLE PUBUC 30-40 SGN13434 HIGHLAND DR T NW SZl 1040 25 3800 SINGLE PUBUC <25 SGN17946 HIGHLAND DR T NW SZl 1483 35 3000 SINGLE PUBUC 30-40 SGN18143 HIGHLAND DR SL NW SZl 1030 25 3600 SINGLE PUBUC <25 SGN8873 HIGHLAND DR T NW SZl 239 25 2300 DOUBLE PUBUC <25 SGN8874 HIGHLAND DR T NW SZl 1390 25 2300 SINGLE PUBUC <25 SGN8879 HIGHLAND DR T NW SZl 238 25 2300 DOUBLE PUBUC <25 NN8892 HIGHLAND DR T NW SZl 238 25 2300 SINGLE PUBUC <25 •06N8896 HIGHLAND DR T NW SZl 937 25 2600 SINGLE PUBUC <25 SGN8901 HIGHLAND DR T NW SZl 937 25 2700 SINGLE PUBUC <25 SGN8909 HIGHLAND DR T NW SZl 938 25 2700 SINGLE PUBUC 30-40 SGN9633 HIGHLAND DR T NW SZ3 1886 25 4400 SINGLE PUBUC <25 SGN9717 HIGHLAND DR T |NW SZ3 1699 25 4000 SINGLE PUBUC <25 SGN9749 HIGHLAND DR T NW SZl 1040 25 3900 SINGLE PUBUC 30-40 SGN9943 HIGHLAND DR T NW SZ3 1886 25 4400 SINGLE PUBUC <25 SGN14539 HIILYERST T NW SZ3 5229 25 2200 DOUBLE PUBUC <25 SGN9914 HILLCRESTCIR T NW SZl 317 25 3400 SINGLE PUBUC <25 SGN5202 HILLSBORO CT T NE SZ2 1657 25 0 SGN 10546 HILLSIDE DR T NW SZ3 775 25 4900 SINGLE PUBUC <25 SGN 10552 HILLSIDE DR T NW SZ3 lie 25 4900 DOUBLE PUBUC <25 SGN10561 HILLSIDE DR T NW SZ3 1924 25 4900 SINGLE PUBUC <25 SGN10615 HILLSIDE DR T NW SZ3 1924 25 4800 DOUBLE PUBUC <25 SGN 10671 HILLSIDE DR T NW SZ3 475 25 4800 DOUBLE PUBUC <25 SGN10971 HILLSIDE DR T |NW SZ3 432 35 4400 DOUBLE PUBUC 30-40 SGN10976 HILLSIDE DR T NW SZ3 432 35 4400 SINGLE PUBUC 30-40 SGN10982 HILLSIDE DR T NW SZ3 1085 35 4300 DOUBLE PUBUC 30-40 SGN 10992 HILLSIDE DR T NW SZ3 782 35 4500 SINGLE PUBUC 30-40 SGN11021 HILLSIDE DR T NW SZ3 782 35 4600 SINGLE PUBUC 30-40 SGN11029 HILLSIDE DR T INW SZ3 474 35 4700 DOUBLE PUBUC 30-40 SGN11034 HILLSIDE DR T |NW SZ3 475 35 4800 SINGLE PUBLIC 30-40 SGN11037 HILLSIDE DR T INW SZ3 474 25 4800 SINGLE PUBUC <25 5,GN9603 HILLSIDE DR T INW SZ3 1901 35 4300 SINGLE PUBUC 30-40 1N19730 HILLTOP ST SL INE SZ2 7544 25 0 PUBLIC <25 ^GN18142 HILLVIEWCT SL INW SZl 399 25 1300 SINGLE PUBUC <25 SGN13991 HILLYERST SL |NW SZ3 5229 25 2200 SINGLE PUBUC <25 32 of 67 SGN14534 HILLYER ST T NW SZ3 5234 25 2200 SINGLE PUBUC <25 SGN14536 HILLYER ST T NW SZ3 5234 25 2200 DOUBLE PUBLIC <25 SGN9934 HOLLY BRAE LN T NW SZl 258 25 3900 SINGLE PUBUC <25 / SGN 1644 HOLLYHOCK CT T SW SZ4 2085 25 800 SINGLE PVT <25 ^ SGN12727 HOMEAV T NW SZl 1338 25 900 SINGLE PUBUC 30-40 SGN12738 HOMEAV T NW SZl 1340 25 1000 SINGLE PUBLIC <25 SGN9632 HOOVER ST T NW SZ3 1885 25 1200 SINGLE PUBUC <25 SGN9638 HOOVER ST T NW SZ3 6823 25 1000 SINGLE PUBLIC <25 SGN9644 HOOVER ST T NW SZ3 2937 25 1000 DOUBLE PUBLIC <25 SGN12739 HOPE AV T NW SZl 1342 25 2800 SINGLE PUBUC <25 SGN20023 HOPE AV T NW SZl 1342 25 2800 SINGLE PUBUC <25 SGN10586 HORIZON DR T NW SZ3 1930 25 4500 SINGLE PUBUC <25 SGN10733 HORIZON DR T NW SZ3 1930 25 4500 SINGLE PUBUC <25 SGN11028 HORIZON DR T NW SZ3 1928 25 4300 SINGLE PUBLIC 30-40 SGN1774 HOSP WAY T NW SZl 241 30 2300 DOUBLE PUBUC 30-40 SGN20020 HOSP WAY T NW SZl 240 25 2300 DOUBLE PUBUC 30-40 SGN2328 HOSP WAY T NW SZl 1401 30 2300 SINGLE PUBUC 30-40 SGN9326 HOSP WAY T NW SZl 6821 30 2200 DOUBLE PUBUC 30-40 SGN9327 HOSP WAY T NW SZl 584 25 2200 DOUBLE PUBUC 30-40 SGN9335 HOSP WAY T NW SZl 6825 30 2100 SINGLE PUBUC 30-40 SGN9340 HOSP WAY T NW SZl 1260 30 2100 SINGLE PUBUC 30-40 SGN9350 HOSP WAY T NW SZl 946 30 2000 DOUBLE PUBUC 30-40 SGN9362 HOSP WAY T NW SZl 945 30 2000 DOUBLE PUBUC 30-40 SGN9368 HOSP WAY T NW SZl 944 30 2000 SINGLE PUBUC 30-40 SGN9375 HOSP WAY SL NW SZl 944 30 1900 SINGLE PUBUC >45 SGN6480 HUMMINGBIRD RD T SW SZ4 3611 25 1700 SINGLE PUBUC 30-40 SGN7644 HUMMINGBIRD RD T SW SZ4 3612 25 1900 SINGLE PUBUC <25 SGN7748 HUMMINGBIRD RD T SW SZ4 3612 25 1800 SINGLE PUBUC <25 ^ SGN7779 HUMMINGBIRD RD T SW SZ4 3611 25 1800 SINGLE PUBUC <25 ^ SGN9149 HUMMINGBIRD RD T SW SZ4 2275 25 2000 SINGLE PUBUC <25 SGN9152 HUMMINGBIRD RD T SW SZ4 3557 25 2000 SINGLE PUBLIC <25 SGN12204 HUMMOCK DR T NE SZ2 3234 25 3500 SINGLE PUBUC <25 SGN7965 HUMMOCK DR T NE SZ2 3233 25 3500 DOUBLE PUBLIC <25 SGN7969 HUMMOCK DR T NE SZ2 3233 25 3500 SINGLE PUBUC 30-40 SGN12093 HUNTINGTON DR T SE SZ6 7157 25 6300 SINGLE PUBLIC <25 SGN16613 HUNTINGTON DR T SE SZ6 7146 25 6300 SINGLE PUBUC <25 SGN16616 HUNTINGTON DR T SE SZ6 7146 25 6300 DOUBLE PUBLIC <25 SGN16639 HUNTINGTON DR T SE SZ6 7157 25 6300 DOUBLE PUBUC <25 SGN15732 HYACINTH CIR T SW SZ4 2063 25 0 SGN15733 HYACINTH CIR T SW SZ4 2063 25 0 SGN9073 IBIS PL T SW SZ4 2271 25 7000 SINGLE PUBLIC <25 SGN5463 IMPALA DR SL NE SZ3 3430 35 2400 SINGLE PUBUC 30-40 SGN16498 INGELTON AV T SE SZ6 7122 25 2500 SINGLE PUBUC <25 SGN16499 INGELTON AV SL SE SZ6 7122 25 2500 SINGLE PUBUC <25 SGN18812 INLET DR T NE SZ2 7047 25 0 SGN16411 INNOVATION WAY SL SE SZ6 7360 30 6100 SINGLE ' PUBLIC 30-40 SGN16455 INNOVATION WAY T SE SZ6 7360 30 6100 SINGLE PUBUC 30-40 SGN8711 INVERNESS DR T NE SZ2 492 25 2700 DOUBLE PUBUC <25 SGN8713 INVERNESS DR T NE SZ2 482 25 2700 DOUBLE PUBUC <25 SGN8717 INVERNESS DR T NE SZ2 279 25 2700 SINGLE PUBUC <25 SGN8730 INVERNESS DR T NE SZ2 1831 25 4700 SINGLE PUBLIC <25 SGN8732 INVERNESS DR T NE SZ2 492 25 2700 SINGLE PUBUC <25 J SGN10825 IRISCT T SW SZ4 2252 25 1000 SINGLE PUBUC <25 ^ SGN15697 ISLAND WAY T SW SZ4 3910 25 400 SINGLE PUBUC <25 SGN2902 ISLAND WAY T SW SZ4 3913 25 400 SINGLE PUBUC <25 33 of 67 SGN2906 ISLAND WAY T SW SZ4 3910 25 400 SINGLE PUBUC <25 SGN10195 ISLE DR T NW SZ3 1046 25 4000 DOUBLE PUBUC <25 ^N10200 ISLE DR T NW SZ3 1731 25 4100 SINGLE PUBUC <25 JN10981 ISLE DR T NW SZ3 1733 25 4200 SINGLE PUBUC 30-40 SGN10984 ISLE DR T NW SZ3 1735 25 4200 SINGLE PUBUC <25 SGN10987 ISLE DR T NW SZ3 1732 25 4200 SINGLE PUBUC <25 SGN19490 ISTHMUS DR T SW SZ4 6018 25 6900 SINGLE PVT 30-40 SGN10917 IVY ST T SW SZ4 2228 25 7000 SINGLE PUBUC <25 SGN10930 IVY ST T SW SZ4 2228 25 7000 DOUBLE PUBUC <25 SGN10934 IVY ST T |sw SZ4 907 25 7000 DOUBLE PUBUC <25 SGN10936 IVY ST T Isw SZ4 6058 25 7000 SINGLE PUBUC <25 SGN5789 JACARANDA AV T ISE SZl 3985 25 2600 SINGLE PUBUC <25 SGN5795 JACARANDA AV T SE SZl 4009 25 2600 SINGLE PUBUC <25 SGN5810 JACARANDA AV T SE SZl 4009 25 2800 SINGLE PUBUC <25 SGN5816 JACARANDA AV T SE SZl 3968 25 2800 SINGLE PUBUC <25 SGN5864 JACARANDA AV T |SE SZl 3985 25 2400 SINGLE PUBUC <25 SGN9397 JACKSPAR DR SL |NW SZ3 3444 35 2200 SINGLE PUBUC 30-40 SGN9409 JACKSPAR DR T INW SZ3 3444 35 2200 DOUBLE PUBLIC 30-40 SGN9419 JACKSPAR DR T NW SZ3 3439 35 2200 SINGLE PUBUC 30-40 SGN 16884 JADE LN T SE SZ6 6938 25 6800 SINGLE PUBUC <25 SGN19905 JADE LN T SE SZ6 6938 0 0 SGN10140 JAMES DR T NW SZl 1504 25 1600 SINGLE PUBUC <25 SGN10431 JAMES DR T NW SZl 1504 25 1600 SINGLE PUBUC <25 SGN13419 JAMES DR T NW SZl 957 25 3400 SINGLE PUBUC <25 SGN13421 JAMES DR T NW SZl 957 25 3400 DOUBLE PUBUC <25 SGN13424 JAMES DR T NW SZl 404 25 3400 DOUBLE PUBUC <25 SGN14258 JAMES DR T NW SZ3 1703 25 4000 SINGLE PUBUC <25 SN20027 JAMES DR T NW SZl 6876 25 2700 SINGLE PUBUC <25 |,*oN9737 JAMES DR T NW SZ3 1702 25 4000 SINGLE PUBUC <25 SGN9741 JAMES DR NW SZl 1702 25 3900 SINGLE PUBUC 30-40 SGN13277 JANIS WAY NW SZl 966 25 2000 SINGLE PUBUC <25 SGN13453 JANIS WAY T NW SZl 1557 25 2100 DOUBLE PUBLIC <25 SGN13455 JANIS WAY T NW SZl 1560 25 2200 SINGLE PUBUC <25 SGN9920 JANIS WAY T NW SZl 1558 25 2100 SINGLE PUBLIC <25 SGN10838 JASMINE CT T SW SZ4 2254 25 900 SINGLE PUBUC <25 SGN9734 JEANNE PL T NW SZ3 1706 25 1600 SINGLE PUBUC <25 SGN9736 JEANNE PL NW SZ3 1704 25 1500 SINGLE PUBUC <25 SGN14528 JEFFERS PL NW SZ3 5246 25 2300 SINGLE PUBUC <25 SGN12487 JEFFERSON ST NW SZl 732 35 2500 SINGLE PUBUC 30-40 SGN12491 JEFFERSON ST NW SZl 111 35 2500 DOUBLE PUBUC 30-40 SGN12726 JEFFERSON ST T NW SZl 1336 35 2700 DOUBLE PUBUC 30-40 SGN12728 JEFFERSON ST T NW SZl 1336 35 2800 SINGLE PUBUC 30-40 SGN12741 JEFFERSON ST T NW SZl 726 35 2600 SINGLE PUBUC 30-40 SGN13318 JEFFERSON ST T NW SZl 1238 25 3100 SINGLE PUBUC <25 SGN13338 JEFFERSON ST T NW SZl 644 25 3100 SINGLE PUBUC <25 SGN13694 JEFFERSON ST T NW SZl 651 25 3400 SINGLE PUBUC <25 SGN13713 JEFFERSON ST T NW SZl 651 25 3400 SINGLE PUBUC <25 SGN13755 JEFFERSON ST T NW SZl 1669 25 3700 SINGLE PUBLIC <25 SGN13766 JEFFERSON ST T NW SZl 3068 25 3800 SINGLE PUBUC <25 SGN13781 JEFFERSON ST T NW SZl 3068 25 3800 SINGLE PUBLIC <25 SGN14371 JEFFERSON ST T NW SZ3 1045 25 3900 DOUBLE PUBUC <25 bN14372 JEFFERSON ST T NW SZ3 1045 25 3900 SINGLE PUBUC <25 N6696 JEREZCT SL SE SZl 2435 25 7500 SINGLE PUBUC <25 |!}GN13636 JUNIPER AV T NW SZl 1084 25 300 SINGLE PUBLIC <25 SGN13643 JUNIPER AV T NW SZl 1084 25 100 SINGLE PUBLIC 30-40 34 of 67 SGN16104 KALMIACIR T SW SZ5 4175 25 6400 SINGLE PVT 30-40 SGN3590 KALMIACIR T SW SZ5 4234 25 6400 SINGLE PVT 30-40 SGN9970 KARREN LN T INW SZl 409 25 2000 SINGLE PUBUC <25 ^ SGN8904 KEATS PL T INW SZ3 3448 25 2300 SINGLE PUBUC <25 ^ SGN 16602 KEENELAND DR T SE SZ6 7224 25 6300 SINGLE PVT <25 SGN3982 KELLOGG AV T INW SZ3 2109 30 1900 SINGLE PUBLIC 30-40 SGN978 KELLOGG AV T NW SZ3 2109 30 1900 SINGLE PUBUC 30-40 SGN10547 KELLY DR T NW SZ3 1951 25 4800 DOUBLE PUBUC <25 SGN8707 KESTREL DR T SW SZ4 2881 35 7200 SINGLE PUBUC >45 SGN9268 KESTREL DR T SW SZ4 3903 35 7100 SINGLE PUBLIC 30-40 SGN9270 KESTREL DR T SW SZ4 2880 35 7200 SINGLE PUBUC 30-40 SGN9273 KESTREL DR T SW SZ4 2882 35 7200 DOUBLE PUBUC 30-40 SGN9277 KESTREL DR T SW SZ4 3903 35 7000 DOUBLE PUBUC 30-40 SGN9291 KESTREL DR T SW SZ4 3900 35 6900 SINGLE PUBUC 30-40 SGN9298 KESTREL DR T SW SZ4 3901 35 7000 SINGLE PUBUC 30-40 SGN15846 KETCH WAY T SW SZ4 3466 25 6700 SINGLE PUBUC <25 SGN15850 KETCH WAY T SW SZ4 3466 25 6700 SINGLE PUBUC <25 SGN10445 KIMBERLY CT T NW SZl 951 25 2300 SINGLE PUBLIC <25 SGN8942 KINGFISHER LN T SW SZ4 2995 25 7200 SINGLE PVT 30-40 SGN3733 KINGSTON ST T NE SZ2 1634 25 3600 SINGLE PUBUC <25 SGN3806 KINGSTON ST T NE SZ2 1634 25 3600 SINGLE PUBUC <25 SGN10220 KIRK PL T NW SZl 1747 25 1700 SINGLE PUBUC <25 SGN8664 KIRKWALL AV T NE SZ2 1658 25 4700 SINGLE PUBUC >45 SGN8757 KIRKWALL AV T NE SZ2 1658 25 4700 SINGLE PUBUC <25 SGN1996 KITE PL T 1 SW SZ4 3861 25 6400 SINGLE PUBUC <25 SGN12278 KNOLLWOOD DR T PNE SZ2 3228 25 3500 DOUBLE PUBUC <25 SGN12280 KNOLLWOOD DR T NE SZ2 3304 25 3500 SINGLE PUBUC 30-40 SGN12295 KNOLLWOOD DR T NE SZ2 3227 25 3500 SINGLE PUBUC <25 ^ SGN12298 KNOLLWOOD DR T NE SZ2 3228 25 3500 DOUBLE PUBUC <25 SGN10360 KNOWLES AV T INW SZl 1367 25 1300 SINGLE PUBUC <25 SGN12740 KNOWLES AV T |NW SZl 1352 25 1000 SINGLE PUBUC 30-40 SGN12748 KNOWLES AV T NW SZl 1352 25 1000 DOUBLE PUBLIC <25 SGN12752 KNOWLES AV T NW SZl 730 25 1100 SINGLE PUBLIC <25 SGN12753 KNOWLES AV T NW SZl 729 25 1100 DOUBLE PUBLIC <25 SGN805O KNOWLES AV NW SZl 1365 25 1300 SINGLE PUBUC <25 SGN8051 KNOWLES AV R NW SZl 1365 25 1200 SINGLE PUBLIC 30-40 SGN16888 KORITEPL T SE SZ6 7264 25 6800 SINGLE PUBUC <25 SGN12714 KREMEYER CIR T NW SZl 3082 25 2600 SINGLE PUBUC 30-40 SGN16695 KYANITE PL T ISE SZ6 7374 25 2300 SINGLE PUBUC <25 SGN5863 LA BRUSCA WAY T ISE SZl 3957 25 7900 SINGLE PUBUC <25 SGN5865 LA BRUSCA WAY T ISE SZl 3957 25 7900 SINGLE PUBLIC <25 SGN6172 LA CAPELA PL T ISE SZl 5390 25 7900 SINGLE PUBUC <25 SGN6174 LA CAPELA PL T |SE SZl 5390 25 7900 SINGLE PUBUC <25 SGN6769 LA CORUNA PL SL SE SZl 2429 25 7600 SINGLE PUBUC <25 SGN17126 LA COSTA AV T SE SZl 7364 45 2200 SINGLE PUBLIC >45 SGN17598 LA COSTA AV T ISE SZl 6723 40 3500 SINGLE PUBLIC 30-40 SGN19868 LA COSTA AV T SE SZl 6724 0 0 SGN1986g LA COSTA AV T SE SZl 6714 0 0 SGN19879 LA COSTA AV T SE SZl 7364 0 0 SGN20031 LA COSTA AV SL ISE SZl 219 45 2500 SINGLE PUBLIC >45 SGN2748 LA COSTA AV T ISE SZl 6724 40 3500 SINGLE PUBLIC 30-40 SGN2775 LA COSTA AV T |sE SZl 1206 45 3400 SINGLE PUBUC >45 SGN6594 LA COSTA AV T 1 SE SZl 367 45 3300 SINGLE PUBLIC >45 SGN6612 LA COSTA AV SL 1 SE SZl 49 45 3300 SINGLE PUBLIC >45 "1 SGN6631 LA COSTA AV T i SE SZl 2482 45 3000 SINGLE PUBUC >45 35 of 67 SGN6693 LA COSTA AV T SE SZ7 2584 45 2900 SINGLE PUBUC >45 SGN6702 LA COSTA AV T SE SZl 2584 45 2800 SINGLE PUBUC >45 tGN6771 LA COSTA AV R SE SZl 219 45 2500 SINGLE PUBUC >45 5N17161 LA COSTA MEADOWS T SE SZl 5687 35 1600 SINGLE PUBUC >45 '§GN6175 LA DUELA LN T SE SZl 3993 25 2800 SINGLE PUBUC <25 SGN6199 LA DUELA LN T SE SZl 3993 25 2800 SINGLE PUBUC <25 SGN6203 LA DUELA LN T SE SZl 3995 25 2600 SINGLE PUBUC <25 SGN6205 LA DUELA LN T SE SZl 3995 25 2600 SINGLE PUBUC <25 SGN5840 LA GACHA LN T SE SZl 3963 25 7900 SINGLE PUBUC <25 SGN5843 LA GACHA LN T SE SZl 3963 25 7900 SINGLE PUBLIC <25 SGN7592 LA GARZA CT T SE sze 2131 25 6400 SINGLE PUBLIC <25 SGN7555 LA GOLONDRINA ST T SE sze 2127 25 2700 DOUBLE PUBUC <25 SGN7558 LA GOLONDRINA ST T SE sze 2127 25 2700 SINGLE PUBUC <25 SGN7597 LA GOLONDRINA ST T SE sze 2124 25 2500 DOUBLE PUBUC <25 SGN7601 LA GOLONDRINA ST T SE sze 2125 25 2500 DOUBLE PUBUC <25 SGN7604 LA GOLONDRINA ST T SE sze 2126 25 2600 SINGLE PUBUC <25 SGN7609 LA GOLONDRINA ST T SE sze 95 25 2700 SINGLE PUBUC <25 SGN6427 LA GRAN VIA R |SE SZl 2548 25 2800 SINGLE PUBUC <25 SGN6432 LA GRAN VIA T ISE SZl 2548 25 2800 SINGLE PUBUC <25 SGN6740 LA GRAN VIA SL ISE SZl 2543 25 2700 SINGLE PUBUC <25 SGN6743 LA GRAN VIA SL ISE SZl 2543 25 2500 SINGLE PUBUC <25 SGN5774 LA MACARENA AV T |SE SZl 3962 25 2500 SINGLE PUBUC <25 SGN5860 LAMACARENAAV T ISE SZl 3974 25 2400 SINGLE PUBUC <25 SGN5862 LA MACARENA AV T SE SZl 3974 25 7900 SINGLE PUBUC <25 SGN5739 LA NEVASCA LN T SE SZl 6291 25 2800 SINGLE PUBUC <25 SGN5741 LA NEVASCA LN T SE SZl 6291 25 2800 SINGLE PUBUC <25 SGN7596 LA PALOMA ST T SE sze 94 25 6400 DOUBLE PUBUC <25 '^N7605 LA PALOMA ST T SE sze 94 25 6400 SINGLE PUBUC <25 ^N7611 LA PALOMA ST T SE sze 93 25 6500 SINGLE PUBUC <25 SGN4933 LA PLACE CT T NW SZ3 3393 30 5900 SINGLE PUBUC 30-40 SGN6195 LA PLANCHA LN T SE SZl 3979 25 2400 SINGLE PUBLIC <25 SGN6226 LA PLANCHA LN T SE SZl 3979 25 2400 SINGLE PUBUC <25 SGN6193 LA PLUMA LN T SE SZl 3981 25 2400 SINGLE PUBUC <25 SGN6225 LA PLUMA LN T SE SZl 3981 25 2400 SINGLE PUBUC <25 SGN8302 LA PORTALADA DR T NE SZl 1799 25 4600 SINGLE PUBUC >45 SGN8306 LA PORTALADA DR T NE SZl 1788 25 4600 DOUBLE PUBUC <25 SGN8321 LA PORTALADA DR SL NE SZl 1788 25 4600 SINGLE PUBUC <25 SGN5818 LA SELVA WAY T SE SZl 4006 25 7900 SINGLE PUBUC <25 SGN5830 LA SELVA WAY T SE SZl 4006 25 7900 SINGLE PUBUC <25 SGN5852 LA TINADA CT T SE SZl 3984 25 2400 SINGLE PUBUC <25 SGN7589 LA VANCO CT T SE sze 2132 25 6400 SINGLE PUBLIC <25 SGN6813 LADERA CT T SE SZl 1186 25 2000 SINGLE PUBUC 30-40 SGN8439 LAFAYETTE CT T NE SZl 1585 25 2300 SINGLE PUBUC <25 SGN10366 LAGUNA DR T NW SZl 743 35 1200 SINGLE PUBUC 30-40 SGN12681 LAGUNA DR T NW SZl 1332 30 500 SINGLE PUBUC 30-40 SGN12708 LAGUNA DR T NW SZl 2957 25 600 SINGLE PUBUC <25 SGN12711 LAGUNA DR T NW SZl 1333 30 700 SINGLE PUBUC 30-40 SGN12713 LAGUNA DR T NW SZl 1333 30 700 DOUBLE PUBUC 30-40 SGN12757 LAGUNA DR T NW SZl 6105 25 1000 SINGLE PUBLIC <25 SGN337 LAGUNA DR T |NW SZl 2957 25 600 SINGLE PUBUC <25 SGN8083 LAGUNA DR R PNW SZl 743 35 1200 SINGLE PUBUC 30-40 ^GN10535 LAKEWOOD ST T INE SZl 1623 25 3400 SINGLE PUBUC <25 >I10537 LAKEWOOD ST T NE SZl 1623 25 3400 SINGLE PUBLIC <25 Mit^N 11428 LANAKAI LN T |sw SZ4 5709 25 0 SINGLE PVT >45 |SGN8558 LANCASTER RD T |NE SZ2 1839 25 2900 DOUBLE PVT <25 36 of 67 SGN8560 LANCASTER RD T NE SZ2 1838 25 2900 DOUBLE PVT <25 SGN20029 LANCER WAY T NW SZl 961 25 0 PUBUC <25 SGN20030 LANCER WAY T NW SZl 962 25 0 PUBUC <25 / SGN8412 LANCER WAY T NW SZl 1544 25 0 PUBUC SGN4796 LANDAU CT T NW SZ3 2007 25 5900 SINGLE PUBUC 30-40 SGN15837 LANDS END CT T SW SZ4 3460 25 0 SINGLE PUBUC <25 SGN15838 LANDS END CT T SW SZ4 3459 25 1000 DOUBLE PUBLIC <25 SGN15840 LANDS END CT T SW SZ4 3460 25 0 SINGLE PUBLIC <25 SGN8599 LANDSFORD WAY T NE SZ2 2644 25 3500 DOUBLE PUBLIC <25 SGN9413 LANYARD PL T NW SZ3 3441 25 2300 SINGLE PUBUC <25 SGN11779 LAPIS RD T SE SZ6 6940 25 2300 SINGLE PUBLIC 30-40 SGN11786 LAPIS RD T SE SZ6 6933 25 2400 SINGLE PUBLIC 30-40 SGN 11793 LAPIS RD T SE SZ6 6935 25 2400 DOUBLE PUBUC 30-40 SGN16866 LAPIS RD T SE SZ6 6935 25 2400 SINGLE PUBLIC <25 SGN16870 LAPIS RD T SE SZ6 6933 25 2400 DOUBLE PUBLIC <25 SGN16875 LAPIS RD T SE SZ6 7311 25 6700 SINGLE PUBUC <25 SGN16878 LAPIS RD T SE SZ6 7311 25 2400 DOUBLE PUBUC <25 SGN 16885 LAPIS RD T SE SZ6 6940 25 2300 DOUBLE PUBLIC <25 SGN16892 LAPIS RD T SE SZ6 7280 25 2300 SINGLE PUBLIC <25 SGN17471 LAPIS RD T SE SZ6 7280 25 2300 DOUBLE PUBLIC <25 SGN3884 LAREDO ST T NE SZ2 1632 25 3600 SINGLE PUBUC <25 SGN4487 LAREDO ST T NE SZ2 1632 25 3600 SINGLE PUBUC <25 SGN16889 LARIMAR AV T SE SZ6 7265 25 2300 DOUBLE PUBLIC <25 SGN16890 LARIMARAV SL SE SZ6 7265 25 2300 SINGLE PUBLIC <25 SGN19906 LARIMAR AV T SE SZ6 7324 0 0 SGN9847 LARKSPUR LN T NW SZl 2946 25 1100 SINGLE PUBUC <25 SGN6891 LAS BRISAS CT T SE SZ7 1172 25 7300 SINGLE PUBUC <25 SGN19961 LAS FLORES DR T NW SZl 6092 30 1100 DOUBLE PUBUC 30-40 " SGN8910 LAS FLORES DR T NW SZl 1374 30 1500 SINGLE PUBUC 30-40 SGN9210 LAS FLORES DR T NW SZl 739 30 1300 SINGLE PUBUC 30-40 SGN9216 LAS FLORES DR T NW SZl 739 30 1400 SINGLE PUBUC 30-40 SGN9227 LAS FLORES DR T NW SZl 1374 30 1500 SINGLE PUBUC 30-40 SGN6173 LAS MIENTES LN T SE SZl 3989 25 7900 SINGLE PUBUC <25 SGN6210 LAS MIENTES LN T SE SZl 3989 25 7900 SINGLE PUBUC <25 SGN6197 LAS NUECES PL T SE SZl 3987 25 7900 SINGLE PUBUC <25 SGN 17504 LAS OLAS CT T SE SZl 5631 25 2900 SINGLE PUBUC >45 SGN15648 LAS PALMAS DR T SW SZ5 2120 30 2200 SINGLE PUBUC 30-40 SGN3262 LASSEN LN T NE SZ2 1637 25 4300 SINGLE PUBUC <25 SGN3309 LASSEN LN SL NE SZ2 1637 25 4300 SINGLE PUBLIC <25 SGN1254 LAURELWOOD ST T SW SZ4 2097 25 900 SINGLE PVT 30-40 SGN13280 LAURIE CIR T NW SZl 307 25 2000 SINGLE PUBLIC <25 SGN10520 LAWRENCE ST T NE SZ2 1622 25 3400 SINGLE PUBUC <25 SGN10522 LAWRENCE ST T NE SZ2 1622 25 3400 DOUBLE PUBUC <25 SGN10523 LAWRENCE ST T NE SZ2 324 25 3400 SINGLE PUBUC <25 SGN14380 LAYANG LAYANG CIR T NW SZ3 3390 25 800 SINGLE PVT <25 SGN14382 LAYANG LAYANG CIR T NW SZ3 3390 25 4000 SINGLE PVT <25 SGN13449 LEECT T NW SZl 308 25 2000 SINGLE PUBUC <25 SGN16241 LEEWARD ST T SW SZ4 5637 25 7100 SINGLE PVT <25 SGN 1485 LEMON LEAF DR T SW SZ5 7072 25 6700 DOUBLE PUBUC <25 SGN1500 LEMON LEAF DR T SW SZ4 3917 25 6700 DOUBLE PUBUC 30-40 SGN19123 LEMON LEAF DR SL SW SZ4 7071 25 6700 SINGLE PUBUC <25 SGN20018 LENOX CT T NE SZ2 3358 25 3600 SINGLE PVT <25 J SGN16891 LEUCITE PL SL SE SZ6 7269 25 6800 SINGLE PUBUC <25 ^ SGN16893 LEUCITE PL T SE SZ6 7269 25 6800 SINGLE PUBUC <25 SGN17135 LEVANTEST T SE SZl 2514 35 2000 SINGLE PUBUC <25 37 of 67 SGN17136 LEVANTE ST T ISE SZ7 2515 25 2000 SINGLE PUBUC <25 SGN19881 LEVANTE ST T ISE SZ7 360 0 0 kcN 19883 LEVANTE ST T ISE SZl 360 0 0 ^N19888 LEVANTE ST T ISE SZl 7089 0 0 SGN6320 LEVANTE ST R ISE SZl 359 25 3100 SINGLE PUBUC <25 SGN6327 LEVANTE ST R ISE SZl 358 25 3100 SINGLE PUBUC <25 SGN6348 LEVANTE ST SL |sE SZl 351 25 3100 SINGLE PUBUC <25 SGN6361 LEVANTE ST SL |SE SZl 350 25 3000 SINGLE PUBUC <25 SGN6363 LEVANTE ST SL SE SZl 350 25 3000 SINGLE PUBUC <25 SGN6409 LEVANTE ST SL SE SZl 2567 25 2900 SINGLE PUBUC <25 SGN6414 LEVANTE ST SL SE SZl 2552 25 2900 SINGLE PUBUC <25 SGN6424 LEVANTE ST SL ISE SZl 2551 25 2800 SINGLE PUBUC <25 SGN6426 LEVANTE ST R ISE SZl 2551 25 2800 SINGLE PUBUC <25 SGN6523 LEVANTE ST T ISE SZl 214 35 2000 DOUBLE PUBUC 30-40 SGN6529 LEVANTE ST T |sE SZl 1183 35 1900 SINGLE PUBUC 30-40 SGN6534 LEVANTE ST T ISE SZl 1185 35 2000 DOUBLE PUBUC 30-40 SGN6547 LEVANTE ST R |sE SZl 1183 35 1900 SINGLE PUBUC 30-40 SGN6560 LEVANTE ST T |SE SZl 1185 35 1900 SINGLE PUBUC 30-40 SGN6611 LEVANTE ST SL SE SZl 7089 25 3100 SINGLE PUBUC >45 SGN6715 LEVANTE ST SL SE SZl 2550 25 2800 SINGLE PUBUC <25 SGN6727 LEVANTE ST SL SE SZl 2528 25 2600 SINGLE PUBUC <25 SGN6731 LEVANTE ST R 1 SE SZl 342 25 2600 SINGLE PUBUC <25 SGN6757 LEVANTE ST SL ISE SZl 2527 25 2500 SINGLE PUBUC <25 SGN6767 LEVANTE ST SL ISE SZl 1192 25 2500 SINGLE PUBUC <25 SGN6788 LEVANTE ST SL ISE SZl 1189 25 2200 SINGLE PUBUC <25 SGN6791 LEVANTE ST SL |sE SZl 1190 25 2200 SINGLE PUBUC <25 SGN6798 LEVANTE ST SL ISE SZl 1191 25 2300 SINGLE PUBUC <25 S5N68O5 LEVANTE ST SL SE SZl 2526 25 2400 SINGLE PUBUC <25 ^N6809 LEVANTE ST SL SE SZl 1192 25 2300 SINGLE PUBUC <25 SGN6812 LEVANTE ST T SE SZl 215 35 2000 DOUBLE PUBUC 30-40 SGN6847 LEVANTE ST T SE SZl 2515 25 2100 SINGLE PUBUC <25 SGN8227 LEVEE DR T |NE SZl 3222 25 3500 SINGLE PUBUC <25 SGN8230 LEVEE DR T |NE SZl 3222 25 3500 SINGLE PUBLIC 30-40 SGN12754 LEWIS LN T INW SZl 2958 25 2600 SINGLE PVT <25 SGN20016 LEXINGTON CIR T NE SZl 1841 25 2900 SINGLE PVT <25 SGN20017 LEXINGTON CIR T NE SZl 7067 25 2900 SINGLE PVT <25 SGN15835 UGHTHOUSE RD T SW SZ4 3461 25 1000 SINGLE PUBUC 30-40 SGN15841 UGHTHOUSE RD T SW SZ4 3461 25 1000 DOUBLE PUBLIC <25 SGN15843 LIGHTHOUSE RD T SW SZ4 3462 25 1000 SINGLE PUBUC <25 SGN10834 LILY PL T SW SZ4 2253 25 7300 SINGLE PUBUC <25 SGN19127 UMONITE CT T SE SZ6 7381 25 6700 DOUBLE PUBUC <25 SGN12936 LINCOLN ST T NW SZl 615 25 3100 SINGLE PUBUC <25 SGN13514 LINCOLN ST T NW SZl 617 25 3200 SINGLE PUBUC <25 SGN13568 UNCOLNST T |NW SZl 618 25 3300 SINGLE PUBUC <25 SGN13575 LINCOLN ST T INW SZl 619 25 3300 SINGLE PUBUC <25 SGN8419 UN DA LN T |NW SZl 961 25 2000 SINGLE PUBUC <25 SGN14358 UN MAR LN T INW SZl 504 25 3900 SINGLE PUBUC 30-40 SGN14377 UNMAR LN T NW SZ3 504 25 3900 SINGLE PUBUC <25 SGN18341 LIONSHEAD AV T NE sze 7469 50 3100 SINGLE PUBUC >45 SGN2222 USA ST T NW SZ2 1828 25 2200 SINGLE PUBUC >45 SGN16501 LISMOREPL T SE sze 7140 25 6200 SINGLE PUBUC <25 5GN16628 LISMORE PL SL ISE sze 7139 25 6200 SINGLE PUBUC <25 1N16630 LISMORE PL SL ISE sze 7140 25 6200 DOUBLE PUBUC <25 •"^ p6N12111 LIVE OAKS DR sze 7162 25 6400 SINGLE PUBUC <25 •"^ SGN12114 LIVE OAKS DR T |sE sze 7163 25 6400 SINGLE PUBUC <25 38 of 67 sGNiee47 LIVE OAKS DR SL SE sze 7162 25 6300 SINGLE PUBUC <25 SGN16653 LIVE OAKS DR SE sze 7106 25 6400 DOUBLE PUBUC <25 SGN17082 LLAMA CT SL SE SZ7 2401 25 2700 SINGLE PUBUC <25 SGN13956 LLAMA ST SE SZ7 2403 25 7000 SINGLE PUBUC <25 SGN17083 LLAMA ST SL SE SZ7 2404 25 7000 SINGLE PUBUC <25 SGN7298 LOBELIA CT SW SZ5 150 25 1700 SINGLE PUBUC <25 SGN9e88 LOCUST AV NW SZ3 1089 25 SINGLE PVT <25 SGN4232 LOKERAVE NE sze 2019 30 2800 SINGLE PUBUC >45 SGN4769 LOKER AV E NE sze 2018 30 5900 DOUBLE PUBUC 30-40 SGN4772 LOKERAVE NE sze 2021 30 2800 DOUBLE PUBUC 30-40 SGN4851 LOKERAVE NE sze 2021 30 2800 SINGLE PUBUC >45 SGN4256 LOKER AVW SL NE sze 2020 30 2700 SINGLE PUBUC >45 SGN9782 LOMACT SL NW SZ3 1945 25 4900 SINGLE PUBUC <25 SGN9781 LOMA LAGUNA DR SL NW SZ3 1947 25 4900 DOUBLE PUBUC <25 SGN9809 LOMA LAGUNA DR SL NW SZ3 1946 25 4900 DOUBLE PUBUC <25 SGN9810 LOMA LAGUNA DR SL NW SZ3 1948 25 4900 SINGLE PUBUC <25 SGN9808 LOMA WAY SL NW SZ3 1944 25 4900 SINGLE PUBUC <25 SGN19965 LONG PL NW SZ3 2948 25 3900 SINGLE PUBUC <25 SGN9231 LONGFELLOW RD NW SZ3 3418 25 2200 SINGLE PUBUC <25 SGN9388 LONGFELLOW RD NW SZ3 3417 25 2200 DOUBLE PUBUC <25 SGN9408 LONGFELLOW RD NW SZ3 3417 25 2300 SINGLE PUBUC 30-40 SGN9498 LONGFELLOW RD NW SZ3 3416 25 2200 DOUBLE PUBUC <25 SGN1464 LONICERA ST SW SZ4 3930 25 6700 DOUBLE PUBUC <25 SGN1469 LONICERA ST SW SZ4 3930 25 6700 DOUBLE PUBUC 30-40 SGN15939 LONICERA ST SW SZ4 3931 25 6700 SINGLE PUBUC <25 SGN19120 LONICERA ST SW SZ4 7070 25 6700 DOUBLE PUBUC 30-40 SGN5801 LOS PINOS CIR SE SZ7 4037 25 7900 SINGLE PUBUC >45 SGN5809 LOS PINOS CIR SE SZ7 4037 25 7900 SINGLE PUBUC <25 SGN5815 LOS PINOS CIR SE SZ7 3977 25 7900 SINGLE PUBUC <25 SGN5820 LOS PINOS CIR SE SZ7 3978 25 7900 SINGLE PUBUC <25 SGN5823 LOS PINOS CIR SE SZ7 3970 25 7900 SINGLE PUBUC <25 SGN582e LOS PINOS CIR SE SZ7 3971 25 7900 SINGLE PUBUC <25 SGN5831 LOS PINOS CIR SE SZ7 3971 25 7900 SINGLE PUBUC <25 SGN5847 LOS PINOS CIR SE SZ7 3977 25 2800 SINGLE PUBLIC <25 SGN5850 LOS PINOS CIR SE SZ7 3978 25 7900 SINGLE PUBUC <25 SGN5853 LOS PINOS CIR SE SZ7 4004 25 7900 SINGLE PUBUC <25 SGN5858 LOS PINOS CIR SE SZ7 6290 25 7900 SINGLE PUBUC <25 SGNSSei LOS PINOS CIR SE SZ7 4004 25 7900 SINGLE PUBUC <25 SGNei92 LOS PINOS CIR SE SZ7 4002 25 7900 SINGLE PUBUC <25 SGNei94 LOS PINOS CIR SE SZ7 4001 25 7900 SINGLE PUBUC <25 SGNei9e LOS PINOS CIR SE SZ7 4000 25 7900 SINGLE PUBUC <25 SGN6206 LOS PINOS CIR SE SZ7 3999 25 7900 SINGLE PUBUC <25 SGN6209 LOS PINOS CIR SE SZ7 3997 25 7900 SINGLE PUBUC <25 SGN6212 LOS PINOS CIR SE SZ7 3997 25 7900 SINGLE PUBUC <25 SGN4481 LOS ROBLES DR NW SZ3 1987 25 5500 SINGLE PUBUC <25 SGN4525 LOS ROBLES DR NW SZ3 1987 25 5500 SINGLE PUBUC <25 SGNSne LOS ROBLES DR NW SZ3 1969 25 5300 SINGLE PUBUC 30-40 SGN9520 LOTUS CT SW SZ4 165 25 1800 DOUBLE PUBUC <25 SGN9522 LOTUS CT SW SZ4 165 25 1800 SINGLE PUBLIC <25 SGN16903 LUCIERNA6A CT SL SE sze 2389 25 6800 SINGLE PUBUC <25 SGN7210 LUCIERNAGA PL SL SE sze 2379 25 6700 SINGLE PUBUC <25 SGNie902 LUCIERNAGA ST SL SE sze 2391 25 2500 SINGLE PUBUC <25 SGNie979 LUCIERNAGA ST SL SE SZ7 4079 25 2900 SINGLE PUBUC 30-40 SGN17032 LUCIERNAGA ST SE SZ7 2390 25 2500 SINGLE PUBUC <25 SGN7157 LUCIERNAGA ST SL SE SZ7 4078 25 2900 SINGLE PUBLIC <25 39 of 67 SGN7159 LUCIERNAGA ST T ISE SZl 3374 25 2900 SINGLE PUBUC <25 SGN7164 LUCIERNAGA ST T ISE sze 1141 25 2800 SINGLE PUBUC <25 •^GN7177 LUCIERNAGA ST SL |sE sze 1141 25 2700 SINGLE PUBUC <25 3N7190 LUCIERNAGA ST SL iSE SZl 3374 25 2900 SINGLE PUBUC <25 SGN7211 LUCIERNAGA ST SL SE sze 2391 25 2500 SINGLE PUBUC <25 SGN7214 LUCIERNAGA ST SL SE sze 1115 25 2600 SINGLE PUBLIC <25 SGN7227 LUCIERNAGA ST SL SE sze 2392 25 2500 SINGLE PUBUC <25 SGN13990 LYNCH ST SL NW SZ3 5215 25 5100 SINGLE PUBUC <25 SGN3108 LYONS CT T NE SZ2 1614 25 2700 SINGLE PUBUC <25 SGN11735 MACADAM 1A DR SL SW SZ4 6774 25 600 SINGLE PVT 30-40 SGN1931 MACADAM 1A DR T SW SZ4 2199 25 700 SINGLE PUBUC 30-40 SGN10210 MACARTHUR AV T |NW SZ3 434 25 2000 SINGLE PUBUC <25 SGN11003 MACARTHUR AV T INW SZ3 250 25 2000 DOUBLE PUBUC <25 SGNe975 MADERA CT T ISE SZl 205 25 3100 SINGLE PUBUC <25 SGN12712 MADISON ST T INW SZl 1328 25 2700 SINGLE PUBUC 30-40 SGN12999 MADISON ST T |NW SZl 642 25 3100 SINGLE PUBUC <25 SGN13334 MADISON ST T INW SZl 642 25 3200 SINGLE PUBUC <25 SGN133ei MADISON ST T NW SZl 641 25 3300 SINGLE PUBUC <25 SGN 13689 MADISON ST T NW SZl 640 25 3300 SINGLE PUBUC <25 SGN 13706 MADISON ST T NW SZl 698 25 3500 SINGLE PUBUC <25 SGN13710 MADISON ST T NW SZl 639 25 3500 SINGLE PUBUC <25 SGN19997 MADISON ST T NW SZl 1328 25 2800 SINGLE PUBUC <25 SGN321 MADISON ST T NW SZl 1330 25 2900 SINGLE PUBUC <25 SGN11259 MADISON ST T NW SZl 1237 25 0 SGNe448 MAORI LEN A WAY SL SE SZl 2541 25 7700 SINGLE PUBUC <25 SGN6454 MAORI LEN A WAY R SE SZl 2540 25 7700 SINGLE PUBUC <25 SGN6719 MADRILENAWAY SL SE SZl 2540 25 7700 SINGLE PUBUC <25 1N6722 MADRILENA WAY SL SE SZl 2539 25 7700 SINGLE PUBUC <25 -GN6732 MADRILENA WAY R SE SZl 2537 25 7600 SINGLE PUBUC <25 SGNe739 MADRILENAWAY SL SZl 2538 25 7700 SINGLE PUBUC <25 SGNlOieS MAEZEL LN T NW SZl 305 25 3200 SINGLE PUBUC <25 SGN10028 MAGNOLIA AV T NW SZl 1738 25 1900 SINGLE PUBUC <25 SGN10054 MAGNOLIA AV T NW SZl 1738 25 1900 SINGLE PUBUC <25 SGN13433 MAGNOLIA AV T NW SZl 1692 25 1500 SINGLE PUBLIC <25 SGN1343e MAGNOLIA AV T INW SZl 6605 25 1600 SINGLE PUBUC <25 SGN13e9e MAGNOLIA AV T INW SZl 680 25 600 SINGLE PUBUC <25 SGN 13705 MAGNOLIA AV T |NW SZl 630 25 800 SINGLE PUBUC <25 SGN13734 MAGNOLIA AV T NW SZl 1665 25 900 SINGLE PUBUC <25 SGN13756 MAGNOLIA AV T NW SZl 1666 25 800 SINGLE PUBUC <25 SGN8144 MAGNOLIA AV T NW SZl 425 25 1000 SINGLE PUBUC 30-40 SGN9832 MAGNOLIA AV T NW SZl 1693 25 1200 SINGLE PUBUC <25 SGN983e MAGNOUAAV T NW SZl 425 25 1200 SINGLE PUBUC <25 SGN585e MAJANO PL T SE SZ7 3982 25 2400 SINGLE PUBUC <25 SGN16867 MALACHITE RD T SE sze 7290 25 6700 DOUBLE PUBUC <25 SGNiei48 MALLEE ST T SW SZ5 4218 25 6700 DOUBLE PUBUC <25 SGN6724 MALLORCA PL SL SE SZl 2461 25 2600 SINGLE PUBUC <25 SGN7809 MALLOW CT T SW SZ4 2281 25 1700 SINGLE PUBLIC <25 SGN3437 MANZANITAST T SW SZ4 2293 25 7000 DOUBLE PUBUC <25 SGN9519 MANZANITAST T SW SZ4 3015 25 7200 SINGLE PUBUC <25 SGN15012 MANZANO DR T NW SZ3 818 25 100 SINGLE PUBUC 30-40 SGN4524 MANZANO DR T INW SZ3 818 25 200 SINGLE PUBUC <25 ^N4eeo MANZANO DR T INW SZ3 819 25 200 SINGLE PUBUC <25 N13589 MAPLE AV T INW SZl 704 25 100 SINGLE PUBUC 30-40 BdN13592 MAPLE AV T INW SZl 704 25 100 SINGLE PUBUC <25 SGN9144 MAR AZUL WAY SL |sE SZl 1105 25 2000 SINGLE PUBUC <25 40 of 67 SGN649e MARCA PL R SE SZ7 2522 25 2300 SINGLE PUBUC <25 SGNie808 MARCASITE PL T SE sze 7377 25 1900 SINGLE PUBUC <25 SGN9870 MARGARET WAY T NW SZl 416 25 3800 SINGLE PUBUC 30-40 / SGN10933 MARGUERITE LN T SW SZ4 141 25 900 SINGLE PUBLIC <25 SGN10941 MARGUERITE LN T SW SZ4 141 25 900 SINGLE PUBUC <25 SGN9892 MARIA LN T NW SZl 312 25 3600 SINGLE PUBLIC <25 SGN164e MARIGOLD CT T SW SZ4 2084 25 800 SINGLE PVT <25 SGN10725 MARINA DR SL NW SZ3 6898 25 4700 SINGLE PUBUC 30-40 SGN7441 MARINER ST T SW SZ4 467 25 800 SINGLE PVT 30-40 SGNlSeiS MARIPOSA RD T SW SZ4 5512 25 1200 DOUBLE PUBUC <25 SGN15ei8 MARIPOSA RD T SW SZ4 5511 25 1200 DOUBLE PUBUC <25 SGN15e21 MARIPOSA RD T SW SZ4 5511 25 1100 SINGLE PUBUC <25 SGN15e22 MARIPOSA RD T SW SZ4 5510 25 1100 DOUBLE PUBLIC <25 SGN15e24 MARIPOSA RD T SW SZ4 5509 25 1100 SINGLE PUBUC <25 SGN11073 MARITIME DR T SW SZ5 6929 25 1600 SINGLE PUBUC 30-40 SGNieiO MARITIME DR T SW SZ5 5276 25 1600 SINGLE PUBUC 30-40 SGNieil MARITIME DR T SW SZ5 5276 25 1500 DOUBLE PUBUC <25 SGNiei3 MARITIME DR T SW SZ5 5275 25 1500 DOUBLE PUBUC <25 SGN1979 MARITIME DR T SW SZ5 5272 25 1500 DOUBLE PUBUC <25 SGN 13448 MARJORIE LN T NW SZl 412 25 3600 SINGLE PUBUC 30-40 SGN8524 MARK CIR T NE SZ2 1599 25 2400 SINGLE PUBUC <25 SGN2e01 MARUN LN T SW SZ4 4285 25 600 SINGLE PVT 30-40 SGN17040 MARMOL CT T SE SZl 2405 25 2600 SINGLE PUBUC 30-40 SGNe718 MARQUITA PL SL SE SZl 2536 25 2600 SINGLE PUBUC <25 SGN20430 MARRON RD T NE SZl 7904 35 2600 SINGLE PUBUC 30-40 SGN20432 MARRON RD T NE SZl 1297 35 2500 SINGLE PUBUC 30-40 SGN905e MARRON RD T NE SZl 2942 35 2600 SINGLE PUBUC 30-40 SGN19088 MARSH WREN ST T SW SZ4 7272 25 7000 DOUBLE PUBUC <25 r SGN19103 MARSH WREN ST SL SW SZ4 7272 25 7000 SINGLE PUBUC <25 S SGN15638 MARTINGALE CT T SW SZ5 5281 25 1500 DOUBLE PUBUC <25 SGN1982 MARTINGALE CT T SW SZ5 5281 25 1500 SINGLE PUBUC 30-40 SGN14843 MASTERS RD T NW SZ3 3452 25 2300 SINGLE PUBUC <25 SGN5544 MASTERS RD T NW SZ3 2910 25 2200 SINGLE PUBLIC <25 SGN9321 MASTERS RD T NW SZ3 3452 25 2300 SINGLE PUBLIC <25 SGN6455 MATEO PL R SE SZ7 345 25 2700 SINGLE PUBUC <25 SGN18025 MAYCT T NW SZl 5529 25 3900 SINGLE PUBUC <25 SGN9124 MAYFAIR CT T NE SZ2 1054 25 4400 SINGLE PUBUC 30-40 SGN10424 MC CAULEY LN T NW SZl 1505 25 1800 SINGLE PUBUC <25 SGN8113 MCKINLEY ST T NW SZl 1500 25 3300 SINGLE PUBUC <25 SGN8114 MCKINLEY ST T NW SZl 1500 25 3300 SINGLE PUBUC <25 SGN18051 MEADOW DR T NE SZ2 7037 25 4600 DOUBLE PUBUC <25 SGN19992 MEADOW DR SL NE SZ2 7037 25 4600 SINGLE PUBUC <25 SGN10497 MEADOWLARK LN T NW SZl 1259 25 3200 SINGLE PUBUC <25 SGN10521 MEDFORD CT T NE SZ2 1624 25 2700 SINGLE PUBUC <25 SGN1649 MELADEUCAAV T SW SZ4 3343 25 900 SINGLE PVT <25 SGN1445 MELALEUCA AV T SW SZ4 3343 25 900 SINGLE PVT <25 SGN8e98 MELODIATER T SW SZ4 3843 25 7400 SINGLE PVT >45 SGN7081 MELROSE DR T SE SZ7 1146 55 6800 SINGLE PUBUC >45 SGN7087 MELROSE DR T SE SZ7 555 55 6700 SINGLE PUBUC >45 SGN10780 MERGANSER LN SL SW SZ4 3848 25 800 SINGLE PUBUC >45 SGN5225 MERIDIAN WAY T SW SZ4 5167 25 500 SINGLE PVT 30-40 SGN1999 MERUN DR T SW SZ4 3857 25 6400 DOUBLE PUBUC <25 J SGN2010 MERUN DR T SW SZ4 3857 25 6400 SINGLE PUBUC <25 ^ SGN10853 MERLO CT T SW SZ4 2893 25 900 SINGLE PUBUC 30-40 ^ SGN14522 MERWIN DR T NW SZ3 5257 25 2300 SINGLE PUBUC <25 41 of 67 SGN 14523 MERWIN DR T |NW SZ3 5257 25 2300 DOUBLE PUBUC |<25 SGN19990 MESA TRAIL PL T NE SZ2 7610 25 0 PVT |<25 «<5N19338 METROPOLITAN ST T SE sze 6973 25 6200 SINGLE PUBLIC 30-40 jNie682 MICA RD T SE sze 7407 25 2400 SINGLE PUBUC <25 sGNieese MICA RD T SE sze 7406 25 2300 DOUBLE PUBUC <25 SGN 16692 MICA RD T SE sze 7379 25 2300 SINGLE PUBUC <25 SGN19999 MIDDLETON DR T NE SZ2 1850 25 4500 DOUBLE PUBUC <25 SGN20000 MIDDLETON DR T NE SZ2 1068 25 4500 DOUBLE PUBLIC <25 SGN20001 MIDDLETON DR T NE SZ2 1068 25 4500 DOUBLE PUBLIC <25 SGN20002 MIDDLETON DR T NE SZ2 1068 25 4500 DOUBLE PUBUC <25 SGN20003 MIDDLETON DR T NE SZ2 1069 25 4500 DOUBLE PUBUC <25 SGN20004 MIDDLETON DR T NE SZ2 496 25 4500 DOUBLE PUBLIC <25 SGN864e MIDDLETON DR T |NE SZ2 1850 25 4500 SINGLE PUBUC 30-40 SGN8eei MIDDLETON DR T INE SZ2 1070 25 4500 SINGLE PUBUC <25 SGN8299 MILANO DR T |NE SZ2 2681 25 2300 SINGLE PUBLIC <25 SGN8307 MILANO DR T INE SZ2 2681 25 2300 SINGLE PUBUC <25 SGN8315 MILANO DR T NE SZl 2682 25 2400 SINGLE PUBUC <25 SGN8603 MILFORD PL T NE SZl 2649 25 3600 SINGLE PUBLIC 30-40 SGN8995 MILFORD PL T NE SZl 2648 25 3500 DOUBLE PUBUC <25 SGN9002 MILFORD PL T NE SZl 2648 25 3600 SINGLE PUBUC 30-40 SGN14524 MILLAY CT T NW SZ3 5253 25 5000 SINGLE PUBUC <25 SGN14861 MILTON RD T NW SZ3 3450 25 5200 SINGLE PUBUC 30-40 SGN5543 MILTON RD T NW SZ3 3420 25 5200 DOUBLE PUBUC <25 sGNieieo MIMOSA DR T SW SZ5 5500 25 6800 SINGLE PUBUC <25 sGNieies MIMOSA DR T SW SZ5 5500 25 6800 DOUBLE PUBUC <25 SGN7289 MIMOSA DR T SW SZ5 3021 25 6900 SINGLE PUBUC <25 SGN7293 MIMOSA DR T SW SZ5 2303 25 6900 DOUBLE PUBUC <25 iN8491 MIMOSA DR T SW SZ4 2297 25 7100 SINGLE PUBLIC <25 -^N8812 MIMOSA DR T SW SZ4 154 25 7100 DOUBLE PUBUC <25 SGN914e MIMOSA DR T SW SZ4 2302 25 7200 DOUBLE PUBLIC <25 SGN9147 MIMOSA DR T SW SZ4 2302 25 7200 DOUBLE PUBUC <25 SGN19972 MIRA MONTE DR T INE SZ2 3157 25 3600 SINGLE PUBUC <25 SGN1424 MISTLETOE LN T |sw SZ4 2083 25 800 SINGLE PVT <25 SGN10055 MONROE ST T INW SZl 3103 25 3600 DOUBLE PUBUC <25 SGN10248 MONROE ST T NW SZl 1035 25 3900 SINGLE PUBLIC <25 SGN8375 MONROE ST T NW SZl 941 25 2000 SINGLE PUBUC <25 SGN8413 MONROE ST T NW SZl 1544 25 3300 SINGLE PUBUC <25 SGN8418 MONROE ST T NW SZl 1544 25 3300 DOUBLE PUBUC <25 SGN8431 MONROE ST T NW SZl 1545 25 3500 SINGLE PUBUC <25 SGN9373 MONROE ST SL NW SZl 286 45 2800 SINGLE PUBUC >45 SGN9542 MONROE ST T NW SZl 943 45 2900 SINGLE PUBUC >45 SGN9960 MONROE ST T NW SZl 1035 25 3900 SINGLE PUBUC <25 SGN9971 MONROE ST T NW SZl 3103 25 3800 SINGLE PUBUC <25 SGNiee07 MONTECITO DR T SE sze 7216 25 6300 SINGLE PUBUC <25 SGN 16644 MONTECITO DR T SE sze 7214 25 6300 DOUBLE PUBLIC <25 SGN19427 MONTECITO DR SL SE sze 7214 25 6300 SINGLE PUBUC <25 SGN15735 MONTIA CT T SW SZ4 2067 25 0 SGN18047 MOON FIELD DR T NE SZ2 7040 25 3400 SINGLE PUBUC <25 SGN18050 MOON FIELD DR T NE SZ2 7041 25 3400 SINGLE PUBUC <25 SGN18053 MOON FIELD DR T NE SZ2 7040 25 3400 DOUBLE PUBLIC <25 SGNie914 MOONSTONE PL SL SE sze 5659 25 2900 SINGLE PVT <25 §GN16ie7 MOOREHEN PL T SW SZ5 5503 25 6800 DOUBLE PUBUC <25 Nieie4 MOORHEN PL T SW SZ5 5502 25 6800 SINGLE PUBUC <25 p6Ne347 MORADA ST SL SE SZl 2578 25 7700 SINGLE PUBUC <25 sGNee57 MORADA ST SL SE SZl 2578 25 7700 SINGLE PUBUC <25 42 of 67 SGNeees MORADA ST R SE SZl ISIS 25 7700 SINGLE PUBUC <25 SGN6666 MORADA ST R SE SZl 354 25 7700 SINGLE PUBUC <25 t*ijl" SGN922e MORNING GLORY LN T NW SZl 232 25 2700 SINGLE PUBUC 30-40 t*ijl" SGN12e72 MOUNTAIN VIEW DR T NW SZl 1445 30 2500 SINGLE PUBLIC 30-40 t*ijl" SGN12e77 . MOUNTAIN VIEW DR T NW SZl 1445 25 2500 SINGLE PUBUC <25 SGN12071 MUIRFIELDS DR SL SE sze 7210 25 2600 DOUBLE PUBLIC <25 SGN12072 MUIRFIELDS DR SL SE sze 7210 25 2600 DOUBLE PUBLIC <25 SGN12076 MUIRFIELDS DR T SE sze 7208 25 2600 DOUBLE PUBLIC <25 SGN12079 MUIRFIELDS DR SL SE sze 7208 25 2600 DOUBLE PUBLIC <25 SGNie604 MUIRFIELDS DR T SE sze 7201 25 2600 DOUBLE PUBUC <25 sGNieeis MUIRFIELDS DR T SE sze 7213 25 2600 DOUBLE PUBLIC <25 SGNie638 MUIRFIELDS DR T SE sze 7213 25 2600 DOUBLE PUBLIC <25 SGNe870 MUSLOLN T SE SZl 2500 25 7300 SINGLE PUBUC <25 SGN6873 MUSLO LN T SE SZl 2500 25 7300 SINGLE PUBUC <25 SGN5222 NANTUCKET LN T NE SZl 1651 25 2800 SINGLE PVT <25 SGN8928 NAPLES CT T NE SZl 1612 25 2700 SINGLE PUBUC <25 SGN13762 NAUTICAL DR T NW SZl 653 25 3800 SINGLE PVT <25 SGN14303 NAUTICAL DR SL NW SZl 629 25 0 SINGLE PVT <25 SGN2797 NAVARRA DR SL SE SZl 187 25 2500 SINGLE PUBUC <25 SGN 16264 NAVIGATOR CIR T SW SZ4 2250 25 7500 SINGLE PVT <25 SGN2613 NAVIGATOR CIR T SW SZ4 5565 25 7400 SINGLE PVT 30-40 sGNiosee NEBUNA DR T NW SZ3 780 25 4800 SINGLE PUBUC <25 SGN10577 NEBUNA DR SL NW SZ3 780 25 4900 DOUBLE PUBUC <25 SGN10581 NEBUNA DR T NW SZ3 252 25 4900 SINGLE PUBUC <25 SGN10ei9 NEBUNA DR T NW SZ3 1916 25 4600 SINGLE PUBUC <25 SGN10624 NEBUNA DR T NW SZ3 470 25 4600 DOUBLE PUBUC <25 SGN10628 NEBUNA DR T NW SZ3 3109 25 4600 DOUBLE PUBUC <25 SGN10632 NEBUNA DR T NW SZ3 3106 25 4600 DOUBLE PUBUC <25 r SGN10648 NEBUNA DR T NW SZ3 3109 25 4600 DOUBLE PUBUC <25 ^ SGN10652 NEBUNA DR T NW SZ3 3108 25 4600 DOUBLE PUBUC <25 SGNioese NEBUNA DR T NW SZ3 3107 25 4600 DOUBLE PUBUC <25 SGNioeeo NEBUNA DR T NW SZ3 3107 25 4600 SINGLE PUBUC 30-40 SGN11033 NEBUNA DR T NW SZ3 1916 25 4700 SINGLE PUBUC 30-40 SGN11036 NEBUNA DR T NW SZ3 1926 25 4700 SINGLE PUBUC <25 SGN7798 NEPETA WAY T SW SZ4 2900 25 0 SGN7845 NEPETA WAY T SW SZ4 2900 25 6700 SINGLE PVT 30-40 SGNe734 NEW CASTLE WAY T NE SZ2 2670 25 2800 SINGLE PVT <25 SGN20007 NEW HAVEN PL T NE SZ2 495 25 4500 SINGLE PVT <25 SGN17945 NEWLANDCT T NW SZl 7448 25 1200 SINGLE PUBUC 30-40 SGN9443 NEWSHIREST SL NE SZ2 1016 25 3000 SINGLE PUBUC <25 SGN5511 NEWTON DR T NW SZ3 2916 30 5800 SINGLE PUBUC 30-40 SGN15e84 NICOUA DR T SW SZ5 3520 25 1800 SINGLE PVT 30-40 SGN9138 NIGHTHAWK CT T SW SZ4 2272 25 7000 SINGLE PUBLIC <25 SGN1580 NIGHTSHADE RD T SW SZ5 2879 25 1300 DOUBLE PUBUC <25 SGNie013 NIGHTSHADE RD T SW SZ5 2878 25 1300 SINGLE PUBUC 30-40 SGN1911 NIGHTSHADE RD T SW SZ5 2878 25 1300 DOUBLE PUBUC <25 SGN12484 NIKI LYNN PL T NW SZl 3087 25 1100 SINGLE PVT <25 SGN10480 NOB HILL DR T NW SZl 1531 25 2200 SINGLE PUBUC <25 SGN12650 NORMANDY LN T NW SZl 222 25 200 SINGLE PUBUC <25 SGN12658 NORMANDY LN T NW SZl 222 25 200 SINGLE PUBLIC <25 SGN18596 NORTH FORKAV T NE SZ2 7598 25 3600 SINGLE PUBUC <25 SGN18617 NORTH FORK AV T NE SZ2 7576 25 3500 SINGLE PUBLIC <25 J SGN20008 NORWICH PL T NE SZ2 3412 25 4500 SINGLE PVT ^5 ^ SGNe7ee NUEVA CASTILLA WA^ SL SE SZl 341 25 7600 SINGLE PUBUC <25 SGN67e8 NUEVA CASTILLA WA> SL SE SZl 1152 25 7600 SINGLE PUBUC <25 43 of 67 SGNe770 NUEVA CASTILLA WA^ R SE SZl 1152 25 7600 SINGLE PUBUC >45 SGN10943 NUTMEG WAY T SW SZ4 2231 25 7000 SINGLE PUBUC <25 ^GN19953 NUTMEG WAY SL SW SZ4 2231 25 7000 SINGLE PUBUC <25 ^N12041 NYGAARD ST SL SE sze 7228 25 6200 DOUBLE PUBUC <25 SGN12043 NYGAARD ST SL SE sze 7114 25 6200 DOUBLE PUBLIC <25 SGN19350 NYGAARD ST SL SE sze 7229 25 6200 SINGLE PUBUC <25 SGN19357 NYGAARD ST T SE sze 7172 25 6200 DOUBLE PUBUC <25 SGN193eO NYGAARD ST T SE sze 7185 25 6200 DOUBLE PUBUC <25 SGN19389 NYGAARD ST T SE sze 7172 25 6200 SINGLE PUBUC <25 SGN10427 OAKAV T NW SZl 1491 25 1500 SINGLE PUBUC <25 SGN10432 OAKAV T NW SZl 960 25 1600 SINGLE PUBUC <25 SGN1109e OAKAV T NW SZl 1457 25 500 SINGLE PUBUC <25 SGNlllie OAK AV T INW SZl 661 25 100 SINGLE PUBUC 30-40 SGN12934 OAKAV T INW SZl 606 25 200 SINGLE PUBUC 30-40 SGN12935 OAK AV T |NW SZl 1387 25 300 SINGLE PUBUC <25 SGN12939 OAKAV T NW SZl 1387 25 300 SINGLE PUBUC <25 SGN12956 OAKAV T NW SZl 1451 25 500 SINGLE PUBUC <25 SGN12989 OAKAV T NW SZl 1457 25 600 SINGLE PUBLIC <25 SGN12998 OAKAV T NW SZl 665 25 700 SINGLE PUBUC <25 SGN13317 OAKAV T NW SZl 667 25 800 SINGLE PUBUC <25 SGN13322 OAKAV T NW SZl 3072 25 900 SINGLE PUBUC <25 SGN7994 OAKAV T NW SZl 1491 25 1400 SINGLE PUBUC <25 SGN16982 OBEUSCO CIR T SE SZl 2755 25 7200 SINGLE PUBUC <25 SGN17084 OBELISCO CIR R jsE SZl 2755 25 7100 SINGLE PUBUC <25 SGN17087 OBELISCO CIR R ISE SZl 2754 25 7100 SINGLE PUBUC <25 SGN17088 OBEUSCO CIR SL ISE SZl 2753 25 7100 SINGLE PUBUC <25 SGN17085 OBEUSCO CT R ISE SZl 2378 25 2700 SINGLE PUBUC <25 "3N1708e OBEUSCO PL R |sE SZl 2377 25 2600 SINGLE PUBUC <25 -9GNie871 OBSIDIAN PL T SE sze 7302 25 6700 DOUBLE PUBUC <25 SGN18e51 OCALAWY T NE SZl 7573 25 0 PUBUC <25 SGN18654 OCALA WY SL NE SZl 7573 25 0 PUBLIC <25 SGNie272 OCEAN CREST AV T |sw SZS 6879 25 1400 SINGLE PUBUC 30-40 SGN19929 OCEAN CREST AV T |SW SZ5 6879 25 1400 SINGLE PUBUC <25 SGN12e46 OCEAN ST T |NW SZl 1444 25 0 SGN12832 OCEAN ST T NW SZl 1380 25 2800 SINGLE PUBUC <25 SGN12853 OCEAN ST T NW SZl 1449 25 2700 SINGLE PUBUC <25 SGN12910 OCEAN ST T NW SZl 1382 25 3000 SINGLE PUBUC <25 SGN20034 OCEAN ST T NW SZl 1381 25 2900 SINGLE PUBUC <25 SGN7838 OLEANDER WAY T Isw SZ4 2060 25 6700 SINGLE PVT 30-40 SGN14541 OLIVE AV T |NW SZ3 1877 25 300 SINGLE PUBUC <25 SGN5802 OLIVENHAIN RD T SE SZl 4045 45 2800 SINGLE PUBUC >45 SGN5893 OLIVENHAIN RD T SE SZl 4043 45 2400 SINGLE PUBUC >45 SGN16812 OLIVINE CT T SE sze 7382 25 1900 SINGLE PUBUC <25 SGN10173 OLYMPIA DR T NE SZl 981 25 2700 SINGLE PUBUC <25 SGNi017e OLYMPIA DR T NE SZl 981 25 2700 DOUBLE PUBUC <25 SGN10524 OLYMPIA DR T NE SZl 323 25 2700 DOUBLE PUBUC <25 SGN10528 OLYMPIA DR T NE SZl 979 25 2700 DOUBLE PUBUC <25 SGN10531 OLYMPIA DR T NE SZl 979 25 2700 DOUBLE PUBUC <25 SGN10533 OLYMPIA DR T NE SZl 978 25 2700 DOUBLE PUBUC <25 SGN10536 OLYMPIA DR T NE SZl 978 25 2700 DOUBLE PUBUC <25 SGN72e3 ONDA PL T SE sze 2147 25 6500 SINGLE PUBLIC <25 kcN16876 ONYX PL T SE sze 7304 25 2400 DOUBLE PUBUC <25 iN10909 ORCHID WAY T SW SZ4 3340 25 900 SINGLE PUBUC <25 •SGNlOSll ORCHID WAY T Isw SZ4 2223 25 900 DOUBLE PUBUC <25 SGN16137 ORIOLE CT T |SW SZS 5497 25 1700 SINGLE PUBUC >45 44 of 67 SGN16161 ORIOLE CT T Isw SZS 5499 25 1700 DOUBLE PUBLIC <25 SGN12151 OUTLOOK CT T NE SZ2 6679 25 2300 SINGLE PUBUC <25 SGN6806 OVIEDO PL SL SE SZ7 3489 25 2400 SINGLE PUBUC <25 ^ SGN3885 OWENS AV T NW SZ3 61 30 5800 DOUBLE PUBUC 30-40 SGN3888 OWENS AV T NW SZ3 67 30 5800 DOUBLE PUBUC 30-40 SGN8922 OXFORD ST T NE SZ2 1613 25 3600 SINGLE PUBUC <25 SGN12653 PACIFIC AV T NW SZl 224 25 200 SINGLE PUBUC <25 SGN12e76 PACIFIC AV T NW SZl 220 25 200 SINGLE PUBUC <25 SGNe507 PALACIDO DR T SE SZl 2998 25 7700 DOUBLE PUBLIC <25 SGN16758 PALACIO DR T SE SZl 2519 25 7700 SINGLE PUBUC 30-40 SGNesei PALACIO DR T SE SZl 2519 25 7700 DOUBLE PUBUC <25 SGNe816 PALACIO DR T SE SZl 2998 25 7700 DOUBLE PUBUC <25 SGNe818 PALACIO DR T SE SZl 2518 25 7700 DOUBLE PUBUC <25 SGN6820 PALACIO DR T SE SZl 218 25 7700 DOUBLE PUBLIC <25 SGN17138 PALENQUE ST R SE SZl 3510 25 7700 SINGLE PUBLIC <25 SGNe488 PALENQUE ST T SE SZl 3742 25 7800 SINGLE PUBLIC <25 SGNe497 PALENQUE ST R SE SZl 2534 25 7700 SINGLE PUBUC <25 SGN6499 PALENQUE ST T SE SZl 3742 25 7800 SINGLE PUBUC 30-40 SGNe502 PALENQUE ST R SE SZl 2535 25 7700 SINGLE PUBUC 30-40 SGNe777 PALENQUE ST SL SE SZl 2533 25 7700 SINGLE PUBLIC <25 SGNe785 PALENQUE ST SL SE SZl 2533 25 7700 SINGLE PUBUC <25 SGNieoei PALERMI PL T SW SZS 6614 25 6700 SINGLE PVT <25 SGN10258 PALISADES DR T NW SZl 259 25 1800 DOUBLE PUBUC <25 SGN10259 PALISADES DR T NW SZl 259 25 1800 SINGLE PUBUC <25 SGN10315 PALISADES DR T NW SZl 255 25 1900 DOUBLE PUBUC <25 SGN10318 PALISADES DR T NW SZl 256 25 1900 DOUBLE PUBLIC <25 SGN10321 PALISADES DR T NW SZl 257 25 1900 DOUBLE PUBUC <25 SGN10323 PALISADES DR T NW SZl 1771 25 1900 SINGLE PUBUC <25 r SGN13709 PALM AV T NW SZl 678 25 700 SINGLE PUBUC <25 V SGN13712 PALM AV T NW SZl 715 25 800 SINGLE PUBUC <25 SGN13715 PALM AV T NW SZl 715 25 800 SINGLE PUBUC <25 SGN13719 PALM AV T NW SZl 1023 25 900 SINGLE PUBUC <25 SGN813e PALM AV T NW SZl 396 25 1000 SINGLE PUBUC 30-40 SGN8153 PALM AV T NW SZl 396 25 1000 SINGLE PUBUC <25 SGN5462 PALMER WAY SL NE SZS 1995 35 5800 SINGLE PUBUC 30-40 SGN5471 PALMER WAY T NE SZS 2015 35 5800 SINGLE PUBUC 30-40 SGN16646 PALMETTO DR SL |SE sze 7164 25 2700 DOUBLE PUBUC <25 SGN16648 PALMETTO DR SL SE sze 7166 25 2700 DOUBLE PUBUC <25 SGN19805 PALOMAR AIRPORT R T SE sze 811 40 2700 SINGLE PUBUC >45 SGN4231 PALOMAR AIRPORT R T NE sze 503 55 2700 SINGLE PUBUC >45 SGN7e91 PALOMAR OAKS WAY T SW SZS 2111 30 1900 SINGLE PVT 30-40 SGN942 PALOMAR OAKS WAY T SW SZ3 3531 25 1900 SINGLE PVT 30-40 SGN9ei PALOMAR OAKS WAY SL NW SZ3 3294 35 1900 DOUBLE PUBUC 30-40 SGN984 PALOMAR OAKS WAY NW SZ3 59 35 1900 DOUBLE PUBUC 30-40 SGN991 PALOMAR OAKS WAY T NW SZ3 860 35 1900 DOUBLE PUBUC 30-40 SGN 19962 PALOMAR POINT WA^ T NW SZ3 7371 25 1900 SINGLE PUBUC >45 SGN17042 PAMPLONA WAY SL SE SZ7 6869 25 2200 SINGLE PUBUC <25 SGN17051 PAMPLONA WAY SL SE SZl 2338 25 2200 SINGLE PUBLIC 30-40 SGN10993 PANNONIA RD T NW SZS 512 25 4600 SINGLE PUBUC <25 SGN10997 PANNONIA RD T NW SZS 513 25 4600 DOUBLE PUBUC <25 SGN12129 PARADISE RD T SE sze 7186 25 2600 SINGLE PUBUC <25 SGN19358 PARADISE RD T SE sze 7199 25 2600 DOUBLE PUBLIC SGN19359 PARADISE RD SE sze 7186 25 2600 DOUBLE PUBUC <25 r SGN193e3 PARADISE RD SE sze 7187 25 2600 DOUBLE PUBUC <25 ^ SGN193e8 PARADISE RD T |SE sze 7113 25 2600 SINGLE PUBLIC <25 I 45 of 67 SGN9812 SGN10236 .^-^GNioiiF iN10338 SGN10607 PARKCT PARK DR PARK DR PARK DR PARK DR NW NW NW NW NW SZ3 SZl SZ3 SZ3 SZ3 1950 411 469 1933 771 _25 21 IS IS 35 4900 4100 4800 4800 4700 SINGLE SINGLE DOUBLE DOUBLE DOUBLE PUBUC PUBUC PUBUC PUBUC PUBUC <25 30-40 <25 <25 30-40 SGNioeei PARK DR NW SZ3 771 35 4800 SINGLE PUBUC 30-40 SGN10703 PARK DR NW SZ3 1891 35 4600 DOUBLE PUBUC 30-40 SGN10724 PARK DR SL NW SZ3 1891 35 4700 SINGLE PUBUC 30-40 SGN 10963 PARK DR NW SZ3 2938 35 4600 SINGLE PUBUC 30-40 SGN18026 PARK DR NW SZl 5540 25 3900 DOUBLE PUBUC <25 SGN9024 PARK DR NW SZ3 26 35 4500 SINGLE PUBUC 30-40 SGN9030 PARK DR NW SZ3 511 35 4400 SINGLE PUBUC 30-40 SGN9e04 PARK DR NW SZ3 511 35 4300 SINGLE PUBUC 30-40 SGN9e21 PARK DR NW SZ3 1719 25 4200 DOUBLE PUBUC <25 SGN9e30 PARK DR NW SZ3 1714 25 4200 SINGLE PUBUC <25 SGN9722 PARK DR NW SZ3 1715 25 4100 SINGLE PUBUC <25 SGN979e PARK DR SL NW SZ3 3349 25 4900 SINGLE PUBUC <25 SGN9805 PARK DR NW SZ3 3349 25 4900 DOUBLE PUBUC <25 SGN9807 PARK DR NW SZ3 1954 25 4900 DOUBLE PUBUC <25 SGN9811 PARK DR SL NW SZ3 1956 25 4900 DOUBLE PUBUC <25 SGN9813 PARK DR NW SZ3 1957 25 4900 DOUBLE PUBUC <25 SGN99ei PARK DR NW SZl 1034 25 3900 SINGLE PUBUC <25 SGN9972 PARK DR NW SZl 3102 25 3800 SINGLE PUBUC <25 SGN9977 PARK DR NW SZl 3102 25 3800 SINGLE PUBUC <25 SGN9620 PARKSIDE PL NW SZ3 1721 25 4000 SINGLE PVT <25 SGN94e8 PARTRIDGE PL SW SZ4 2270 25 7000 SINGLE PUBUC <25 SGN4962 *NN19856 PASCAL CT NW SZ3 2008 25 5900 SINGLE PUBLIC 30-40 PASEO ABRAZO SE sze 7220 ^m^NlOAl PASEO ACAMPO SE sze 5355 25 7000 SINGLE PUBLIC <25 SGN4130 PASEO ACAMPO SE sze 5354 25 7000 SINGLE PUBUC 30-40 SGN7390 PASEO ADELANTE SE sze 902 25 6500 SINGLE PVT <25 SGN4112 PASEO AIROSO SE SZ6 6683 25 6000 SINGLE PUBUC <25 SGNie537 PASEO ALAMEDA SE sze 5485 25 6000 SINGLE PUBLIC 30-40 SGNieseo PASEO ALAMEDA SE sze 5485 25 6000 DOUBLE PUBUC <25 SGN165e3 PASEO ALAMEDA SE sze 5486 25 6000 DOUBLE PUBLIC <25 SGN58e7 PASEO ALISO SE SZ7 4053 25 7900 SINGLE PUBUC <25 SGN5872 PASEO AUSO SE SZ7 4063 25 7900 SINGLE PUBUC <25 SGN5877 PASEO ALISO SE SZ7 4057 25 7900 SINGLE PUBUC <25 SGN5891 PASEO ALISO SE SZ7 4058 25 8000 SINGLE PUBUC >45 SGN5896 PASEO ALISO SE SZ7 4057 25 7900 SINGLE PUBUC <25 SGN6239 PASEO ALISO SE SZ7 3732 25 7800 SINGLE PUBUC <25 SGNe245 PASEO ALISO SE SZ7 4054 25 7900 SINGLE PUBUC <25 SGNe247 PASEO ALISO SE SZ7 4054 25 7900 SINGLE PUBUC <25 SGNe469 PASEO ALISO SE SZ7 3726 25 7800 SINGLE PUBUC <25 SGN6472 PASEO ALISO SE SZ7 3726 25 7800 SINGLE PUBUC <25 SGN11549 PASEO ALMENDRO SE SZ7 4960 25 7800 SINGLE PUBUC <25 SGN17420 PASEO ALMENDRO SE SZ7 5033 25 8000 SINGLE PUBUC <25 SGN6086 PASEO ALMENDRO SE SZ7 4959 25 7800 SINGLE PUBLIC <25 SGNe088 PASEO ALMENDRO SE SZ7 4959 25 7800 SINGLE PUBLIC <25 SGNei30 PASEO ALMENDRO SE SZ7 4955 25 7800 SINGLE PUBLIC >45 SGNei37 PASEO ALMENDRO SE SZ7 5033 25 8000 SINGLE PUBUC >45 4SgN5647_ PASEO ANCHO SE SZ7 3753 25 3400 SINGLE PUBUC 30-40 iNseso *^Nei41 PASEO ANCHO SE SZ7 3753 25 3400 SINGLE PUBUC <25 PASEO ARRAYAN SE SZ7 5014 25 8000 SINGLE PUBUC <25 SGN6144 PASEO ARRAYAN SE SZ7 5017 25 8000 SINGLE PUBLIC <25 46 of 67 SGNei48 PASEO ARRAYAN T SE SZl 5017 25 8000 SINGLE PUBUC >45 SGN1387 PASEO ASPADA T SE sze 5050 25 6300 SINGLE PUBUC <25 SGN1392 PASEO ASPADA T SE sze 5050 25 6300 DOUBLE PUBUC <25 SGN17262 PASEO AVELLANO T SE SZl 4981 25 8000 SINGLE PUBUC <25 SGN17325 PASEO AVELLANO T SE SZl 4980 25 8000 SINGLE PUBUC <25 SGN17329 PASEO AVELLANO T SE SZl 4983 25 8000 SINGLE PUBUC <25 SGN17332 PASEO AVELLANO T SE SZl 4981 25 8000 SINGLE PUBUC <25 SGNe384 PASEO AVELLANO T SE SZl 5037 30 7900 SINGLE PUBUC 30-40 SGNe388 PASEO AVELLANO T SE SZl 5041 30 7900 SINGLE PUBUC 30-40 SGNe391 PASEO AVELLANO T SE SZl 5385 30 7900 SINGLE PUBUC 30-40 SGN6394 PASEO AVELLANO T SE SZl 5385 30 7900 SINGLE PUBUC 30-40 SGN17014 PASEO CANDELERO T SE SZl 1119 30 2300 SINGLE PUBUC 30-40 SGN17017 PASEO CANDELERO T SE SZl 1119 30 2300 SINGLE PUBUC <25 SGN17018 PASEO CANDELERO T SE SZl 1120 30 2300 SINGLE PUBUC <25 SGN17023 PASEO CANDELERO T SE SZl 1120 30 2300 SINGLE PUBUC 30-40 SGN17024 PASEO CANDELERO T SE SZl 1121 30 2300 SINGLE PUBUC 30-40 SGN 17027 PASEO CANDELERO T SE SZl 1122 30 2300 SINGLE PUBUC 30-40 SGN 17028 PASEO CANDELERO T SE SZl 1123 30 2300 SINGLE PUBUC 30-40 SGN17031 PASEO CANDELERO T SE sze 1124 30 2300 SINGLE PUBUC >45 SGN17548 PASEO CAPUCHINA T SE SZl 6703 25 7300 SINGLE PUBUC <25 SGN17549 PASEO CAPUCHINA T SE SZl 6726 25 7200 SINGLE PUBUC <25 SGN17624 PASEO CAPUCHINA T SE SZl 6702 25 7300 SINGLE PUBUC <25 SGN17628 PASEO CAPUCHINA T SE SZl 6700 25 7300 SINGLE PUBUC <25 SGN17631 PASEO CAPUCHINA T SE SZl 6696 25 7300 SINGLE PUBUC <25 SGN17655 PASEO CAPUCHINA T SE SZl 6694 25 7300 SINGLE PUBLIC <25 sGNieses PASEO CARRETA T SE sze 5487 25 6000 DOUBLE PUBUC <25 SGN165e7 PASEO CARRETA T SE sze 5487 25 6000 DOUBLE PUBUC <25 SGNie570 PASEO CARRETA T SE sze 5489 25 6000 DOUBLE PUBUC <25 SGN2121 PASEO CAZADOR T SE sze 5095 25 2900 SINGLE PUBUC <25 ^j- SGN19900 PASEO CERRO T SE sze 5444 0 0 SGN 19903 PASEO CERRO T SE sze 5445 0 0 SGN1391 PASEO CORONO T SE sze 5064 25 6300 SINGLE PUBUC <25 SGN1397 PASEO CORONO T SE sze 5064 25 6300 DOUBLE PUBLIC <25 SGN1330 PASEO CORTO T SE sze 5460 25 6100 SINGLE PUBUC <25 SGN1411 PASEO DEL NORTE R SW SZ4 440 40 6700 DOUBLE PUBUC 30-40 SGN 1414 PASEO DEL NORTE T SW SZ4 443 40 6700 DOUBLE PUBLIC 30-40 SGN 1432 PASEO DEL NORTE T SW SZ4 2723 40 6800 DOUBLE PUBUC 30-40 SGN15752 PASEO DEL NORTE T SW SZ4 440 40 6700 DOUBLE PUBUC 30-40 SGN1640 PASEO DEL NORTE T SW SZ4 6056 40 6900 SINGLE PUBUC 30-40 SGNie64 PASEO DEL NORTE T SW SZ4 839 40 6900 SINGLE PUBUC 30-40 SGN19174 PASEO DEL NORTE TS NW SZ3 461 40 0 PUBUC 30-40 SGN7440 PASEO DEL NORTE T SW SZ4 852 40 6500 DOUBLE PUBUC 30-40 SGN7449 PASEO DEL NORTE T SW SZ4 855 40 6600 SINGLE PUBUC 30-40 SGN7470 PASEO DEL NORTE T SW SZ4 852 40 6500 SINGLE PUBUC 30-40 SGN7482 PASEO DEL NORTE T SW SZ4 832 40 6700 SINGLE PUBUC 30-40 SGN7859 PASEO DEL NORTE T SW SZ4 466 40 6400 SINGLE PUBUC 30-40 SGN16730 PASEO DESCANSO T SE sze 5441 25 6300 SINGLE PUBUC <25 SGN19901 PASEO DESCANSO T SE sze 5442 0 0 SGN133e PASEO ESCUELA T SE sze 5078 25 6200 SINGLE PUBUC <25 SGN5616 PASEO ESMERADO T SE SZl 5402 25 7900 SINGLE PUBUC <25 SGN5619 PASEO ESMERADO T SE SZl 3605 25 7900 SINGLE PUBUC <25 SGN5623 PASEO ESMERADO T SE SZl 3605 25 7900 SINGLE PUBUC <25 J* SGN5639 PASEO ESMERADO T SE SZl 3609 25 7900 SINGLE PUBUC <25 SGN2128 PASEO ESTABLO T SE sze 5098 25 6300 SINGLE PUBUC <25 ^ SGN1272 PASEO ESTRIBO T SE sze 5366 25 3000 SINGLE PUBUC <25 47 of 67 SGN1274 PASEO ESTRIBO T ISE sze 5367 25 3000 SINGLE PUBUC ||<25 SGN127e PASEO ESTRIBO T |sE sze 5367 25 3000 SINGLE PUBUC <25 kGN7542 PASEO FRONTERA T ISE sze 557 25 650 DOUBLE PUBUC <25 _^N7543 PASEO FRONTERA T SE sze 557 25 6500 DOUBLE PUBUC <25 iill 'm SGN7545 PASEO FRONTERA T SE sze 2180 25 6500 DOUBLE PUBLIC <25 iill 'm SGN7548 PASEO FRONTERA T SE sze 2180 25 6500 SINGLE PUBUC <25 iill 'm SGN2042 PASEO HERMOSA T SE sze 5346 25 6000 SINGLE PUBUC <25 iill 'm SGN410e PASEO HERMOSA T SE sze 5347 25 6000 SINGLE PUBUC <25 iill 'm SGN4110 PASEO HERMOSA T SE sze 5347 25 6000 SINGLE PUBUC <25 iill 'm SGN 1278 PASEO JAQUITA T SE sze 5362 25 6100 SINGLE PUBLIC <25 iill 'm SGN4121 PASEO JAQUITA T SE sze 5363 25 6100 SINGLE PUBLIC <25 iill 'm SGN1132 PASEO LA JOLLA T SE SZ7 3671 25 7800 SINGLE PVT 30-40 iill 'm SGNie771 PASEO LAZO T SE sze 5451 25 6400 SINGLE PUBUC <25 iill 'm SGN2164 PASEO LUNADA T SE sze 5086 25 6300 SINGLE PUBUC <25 iill 'm SGN2ie7 PASEO LUNADA T SE sze 5086 25 6300 SINGLE PUBUC <25 iill 'm SGN17429 PASEO MEMBRILLO T SE SZl 4879 25 7900 SINGLE PUBUC <25 iill 'm SGN16541 PASEO MONONA T ISE sze 5469 25 6100 DOUBLE PUBUC 30-40 iill 'm SGN16545 PASEO MONONA T ISE sze 5466 25 6100 DOUBLE PUBUC 30-40 iill 'm SGN16550 PASEO MONONA ^ |sE sze 5466 25 6000 SINGLE PUBUC <25 iill 'm SGNieSSS PASEO MONONA T ISE sze 5468 25 6000 DOUBLE PUBLIC <25 iill 'm sGNiesse PASEO MONONA T |sE sze 5468 25 6000 SINGLE PUBLIC <25 iill 'm SGNie579 PASEO MONONA T ISE sze 5470 25 6100 DOUBLE PUBLIC <25 iill 'm SGNie582 PASEO MONONA T SE sze 5471 25 6100 DOUBLE PUBLIC <25 iill 'm SGNiesse PASEO MONONA T SE sze 5472 25 6100 DOUBLE PUBUC <25 iill 'm SGN1321 PASEO PALERO T SE sze 5463 25 6100 SINGLE PUBLIC <25 iill 'm SGN132e PASEO PALERO T SE sze 5463 25 6100 DOUBLE PUBUC <25 iill 'm SGNie588 PASEO PALERO T SE sze 5462 25 6100 SINGLE PUBUC <25 iill 'm SN2114 PASEO POTRERO T SE sze 5094 25 6300 SINGLE PUBUC <25 iill 'm ••^Nie549 PASEO PRADERA T SE sze 5480 25 6000 SINGLE PUBUC <25 iill 'm SGNie731 PASEO PRIVADO T SE sze 5439 25 6300 SINGLE PVT <25 iill 'm SGN6439 PASEO SAUCEDAL T SE SZl 3731 25 2300 SINGLE PUBUC <25 iill 'm SGN6443 PASEO SAUCEDAL T SE SZl 3736 25 2200 SINGLE PUBUC <25 iill 'm SGN64e3 PASEO SAUCEDAL T SE SZl 3737 25 2200 SINGLE PUBUC <25 iill 'm SGNe46e PASEO SAUCEDAL T SE SZl 3738 25 2200 SINGLE PUBUC <25 iill 'm SGN198e7 PASEO TAMARINDO T SE SZl 6711 0 0 iill 'm SGN1271 PASEO TAPAJOS T . SE sze 5370 25 6100 SINGLE PUBUC <25 iill 'm SGN1273 PASEO TAPAJOS T SE sze 5370 25 6100 SINGLE PUBUC <25 iill 'm SGN4117 PASEO TAPAJOS T SE sze 5372 25 6000 SINGLE PUBUC <25 iill 'm SGN4136 PASEO TAPAJOS T SE sze 5371 25 6100 SINGLE PUBUC 30-40 iill 'm SGN4139 PASEO TAPAJOS T SE sze 5372 25 6000 SINGLE PUBUC 30-40 iill 'm SGN5593 PASEO TAXCO T SE SZl 3544 25 8100 SINGLE PUBUC <25 iill 'm SGN5595 PASEO TAXCO SL SE SZl 3545 25 8100 SINGLE PUBUC <25 iill 'm SGN5602 PASEO TAXCO T SE SZl 3545 25 8100 SINGLE PUBLIC 30-40 iill 'm SGN16583 PASEO TESORO T SE sze 5476 25 6100 SINGLE PUBUC <25 iill 'm SGN1332 PASEO TIENDA T SE sze 5457 25 6100 SINGLE PUBUC <25 iill 'm SGN6235 PASEO TULIPERO T SE SZl 3710 25 7900 SINGLE PUBLIC <25 iill 'm SGN6238 PASEO TUUPERO T SE SZl 3710 25 7900 SINGLE PUBLIC <25 iill 'm SGN6514 PASEO TUUPERO T SE SZl 3711 25 7800 SINGLE PUBLIC <25 iill 'm SGN6519 PASEO TUUPERO T SE SZl 3712 25 7800 SINGLE PUBLIC <25 iill 'm SGNie571 PASEO VALIENTE T SE sze 5473 25 6100 SINGLE PUBUC 30-40 iill 'm SGNie575 PASEO VALIENTE T SE sze 5474 25 6100 SINGLE PUBUC <25 iill 'm .S^Nie578 PASEO VALIENTE T SE sze 5474 25 6100 SINGLE PUBUC <25 N16525 PASEO VALINDO T jsE sze 5364 35 6000 SINGLE PUBUC 30-40 'St^N7025 PASEO VERDE T ISE SZl 2772 25 7300 SINGLE PVT <25 SGNie533 PASEO VOLANTE T |sE sze 5492 25 6000 SINGLE PUBUC 30-40 48 of 67 SGNieseg PASEO VOLANTE T SE sze 5492 25 6000 SINGLE PUBUC <25 SGN16783 PASEO VUELO T SE sze 5456 25 6400 SINGLE PUBUC <25 SGN5109 PASTEUR CT T NW SZ3 805 25 5900 SINGLE PUBUC 30-40 /0 SGN12e4 PEACH TREE RD T SW SZ4 3494 25 6900 SINGLE PVT 30-40 SGN7521 PEARL PL SL SE sze 5325 25 2900 SINGLE PVT <25 SGN 19984 PEBBLE ST T NE SZ2 7014 25 3500 SINGLE PUBUC <25 SGN19987 PEBBLE ST T NE SZ2 7014 25 3500 SINGLE PUBUC 30-40 SGN9249 PELICAN ST SL SW SZ4 3763 25 7400 SINGLE PVT >45 SGNe784 PENDONCT R SE SZl 1196 25 7700 SINGLE PUBUC <25 SGN16610 PEPPERTREE WAY T SE sze 7194 25 2600 SINGLE PUBUC <25 SGNieei4 PEPPERTREE WAY T SE sze 7192 25 2600 DOUBLE PUBUC <25 SGN16619 PEPPERTREE WAY T SE sze 7184 25 2600 DOUBLE PUBUC <25 SGNiee37 PEPPERTREE WAY T SE sze 7183 25 2600 DOUBLE PUBUC <25 sGNiee42 PEPPERTREE WAY T SE sze 7181 25 2600 DOUBLE PUBUC <25 SGN 16643 PEPPERTREE WAY T SE sze 7181 25 2700 SINGLE PUBUC <25 SGN19349 PEPPERTREE WAY SL SE sze 7183 25 2600 DOUBLE PUBUC <25 SGNe901 PERDIZ ST T SE SZl 2491 25 7300 SINGLE PUBUC <25 SGNe905 PERDIZ ST T SE SZl 2491 25 7300 SINGLE PUBUC <25 SGNie817 PERIDOT CT T SE sze 7388 25 2000 SINGLE PUBUC <25 SGN7225 PERSA ST SL SE sze 2148 25 6500 SINGLE PUBUC <25 SGN726e PERSA ST SL SE sze 2148 25 6500 SINGLE PUBUC <25 SGN9568 PETUNA PL T SW SZ4 3658 25 6600 SINGLE PUBUC <25 SGN19124 PHOEBE PL SL SW SZ4 7075 25 1200 SINGLE PUBUC <25 SGN87e6 PICADILLY CT T NE SZ2 1810 25 4500 SINGLE PUBUC <25 SGNioeoi PIERPOINT PL T NW SZ3 6894 25 4700 SINGLE PVT <25 SGN10355 PINEAV T NW SZl 1496 25 1400 SINGLE PUBUC <25 SGN12981 PINEAV T NW SZl 650 25 500 SINGLE PUBUC <25 SGN12984 PINEAV T NW SZl 650 25 600 SINGLE PUBUC <25 SGN13333 PINEAV T NW SZl 671 25 700 SINGLE PUBUC <25 ^ SGN13337 PINEAV T NW SZl 670 25 800 SINGLE PUBUC <25 SGN13347 PINEAV T NW SZl 1459 25 1000 SINGLE PUBLIC <25 SGN 13513 PINEAV T NW SZl 1385 25 300 SINGLE PUBUC <25 SGN20427 PINEAV T NW SZl 707 25 200 SINGLE PUBUC <25 SGN7984 PINEAV T NW SZl 1497 25 1100 SINGLE PUBLIC 30-40 SGN8115 PINEAV T NW SZl 1498 25 1400 SINGLE PUBUC <25 SGN8122 PINEAV T NW SZl 1498 25 1300 SINGLE PUBLIC <25 SGN9334 PINECRESTWAY T NW SZl 2641 25 2100 SINGLE PVT 30-40 SGN17130 PINTORESCO CT T SE SZ7 2326 25 2100 SINGLE PUBUC <25 SGN13410 PIO PICO DR T NW SZl 719 35 3500 SINGLE PUBLIC 30-40 SGN7985 PIO PICO DR T NW SZl 718 35 3400 SINGLE PUBUC 30-40 SGN7993 PIO PICO DR T NW SZl 231 35 3200 SINGLE PUBUC 30-40 SGN8024 PIO PICO DR T NW SZl 231 35 3000 SINGLE PUBUC 30-40 SGN8052 PIO PICO DR R NW SZl 1357 35 2800 SINGLE PUBUC 30-40 SGN8062 PIO PICO DR R NW SZl 1359 35 2800 DOUBLE PUBUC 30-40 SGN8084 PIO PICO DR R NW SZl 1359 35 2900 SINGLE PUBUC 30-40 SGN8137 PIO PICO DR T NW SZl 1036 35 3600 SINGLE PUBUC 30-40 SGN814e PIO PICO DR T NW SZl 1036 35 3800 SINGLE PUBUC 30-40 SGN9167 PIO PICO DR T NW SZl 226 35 2700 SINGLE PUBUC 30-40 SGN9179 PIO PICO DR T NW SZl 235 25 2300 DOUBLE PUBUC <25 SGN9185 PIO PICO DR T NW SZl 227 25 2400 SINGLE PUBUC <25 SGN9209 PIO PICO DR T NW SZl 226 35 2600 SINGLE PUBUC 30-40 SGN 10849 PIOVANA CT T SW SZ4 2894 25 900 SINGLE PUBUC 30-40 M SGN10850 PIOVANA CT T SW SZ4 2895 25 900 SINGLE PUBUC 30-40 SGN6579 PIRAGUA ST T SE SZ7 2488 25 3300 SINGLE PUBUC <1S ^ SGN6581 PIRAGUA ST T SE SZl 2488 25 3300 SINGLE PUBUC <25 49 of 67 SGN6584 PIRAGUA ST T ISE SZl 3490 25 3300 SINGLE PUBUC i<25 SGNe935 PIRAGUA ST T ISE SZl 3490 25 3200 SINGLE PUBUC 30-40 *^Ne938 PIRAGUA ST T ISE SZl 6808 25 3100 SINGLE PUBUC 30-40 ^N6943 PIRAGUA ST T |sE SZl 6820 25 3100 SINGLE PUBUC <25 SGNe944 PIRAGUA ST T SE SZl 6818 25 3100 SINGLE PUBUC <25 SGN6946 PIRAGUA ST T SE SZl 6817 25 3100 SINGLE PUBUC <25 SGNe949 PIRAGUA ST T SE SZl 6817 25 3100 SINGLE PUBUC <25 SGN6952 PIRAGUA ST T SE SZl 6817 25 3100 SINGLE PUBUC <25 SGN7021 PIRAGUA ST T SE SZl 6816 25 3100 SINGLE PUBUC <25 SGN7023 PIRAGUA ST T SE SZl 6812 25 3100 SINGLE PUBUC <25 SGN702e PIRAGUA ST T SE SZl 6812 25 3100 DOUBLE PUBUC <25 SGN7031 PIRAGUA ST T SE SZl 6811 25 3100 SINGLE PUBUC <25 SGN2799 PIRINEOS WAY R |sE SZl 2433 25 2600 SINGLE PUBUC <25 SGNe817 PLACIDO CT T ISE SZl 3319 25 2100 SINGLE PUBUC <25 SGN147ie PLAINS WAY T INE SZl 7042 25 4700 SINGLE PUBUC >45 SGN 18052 PLAINS WAY T INE SZl 7042 25 4700 SINGLE PUBUC <25 SGN12297 PLATEAU PL T INE SZl 3229 25 3900 SINGLE PUBUC <25 SGN16918 PLATINUM PL T ISE sze 5660 25 2900 SINGLE PVT <25 SGN9512 PLAYA RD SL |sE SZ4 166 25 2000 SINGLE PUBUC <25 SGN6776 PLAZUELAST SL ISE SZl 2521 25 2200 SINGLE PUBUC <25 SGN6779 PLAZUELA ST SL ISE SZl 2521 25 2200 SINGLE PUBUC <25 SGN 14717 PLEASANT VALE DR T |NE SZl 7027 25 3400 SINGLE PUBUC >45 SGN18031 PLEASANT VALE DR T INE SZl 7025 25 3400 DOUBLE PUBUC <25 SGN19995 PLEASANT VALE DR T NE SZl 7025 25 3400 SINGLE PUBUC <25 SGN18028 PLEASANTVALE DR T NE SZl 7027 25 3400 DOUBLE PUBUC <25 SGN2057 PLUM TREE RD T SW SZ4 6830 25 1200 SINGLE PUBUC 30-40 SGN15573 PLUM TREE RD T SW SZ4 3871 25 1200 DOUBLE PUBUC <25 ^N15579 PLUM TREE RD T |sw SZ4 3872 25 1200 DOUBLE PUBUC <25 •••••'Hi ,*# |«»GN15589 PLUM TREE RD T Isw SZ4 3872 25 1200 DOUBLE PUBUC <25 •••••'Hi ,*# SGN19315 PLUM TREE RD T ISW SZ4 3869 25 1200 DOUBLE PUBUC <25 •••••'Hi ,*# SGN19934 PLUM TREE RD T |sw SZS 3653 25 1300 SINGLE PUBUC <25 •••••'Hi ,*# SGN1993e PLUM TREE RD T Isw SZS 3653 25 1300 SINGLE PUBUC <25 •••••'Hi ,*# SGN19955 PLUM TREE RD T SW SZ4 3870 25 1200 DOUBLE PUBUC <25 •••••'Hi ,*# SGN9573 PLUM TREE RD . T SW SZ4 3873 25 1200 DOUBLE PUBUC <25 •••••'Hi ,*# SGN12101 PLUMERIA DR T SE sze 7174 25 2700 SINGLE PUBUC <25 •••••'Hi ,*# SGN 12104 PLUMERIA DR T |SE sze 7144 25 2700 SINGLE PUBUC <25 •••••'Hi ,*# SGN16649 PLUMERIA DR SL USE sze 7174 25 2600 SINGLE PUBUC <25 •••••'Hi ,*# SGNieeso PLUMERIA DR T SE sze 7151 25 2700 DOUBLE PUBUC <25 •••••'Hi ,*# SGN16652 PLUMERIA DR T SE sze 7151 25 2700 SINGLE PUBUC <25 •••••'Hi ,*# SGN1533 POINSETTIA LN T |SW SZS 569 50 1400 SINGLE PUBUC >45 •••••'Hi ,*# SGNie078 POINSETTIA LN T SW SZS 4072 50 1500 DOUBLE PUBUC >45 •••••'Hi ,*# SGNiei36 POINSETTIA LN T SW SZS 5496 50 1800 SINGLE PUBUC >45 •••••'Hi ,*# SGNiei38 POINSETTIA LN T |sw SZS 5495 50 1800 SINGLE PUBUC >45 •••••'Hi ,*# SGN19489 POINSETTIA LN T Isw SZ4 910 35 100 DOUBLE PUBUC 30-40 •••••'Hi ,*# SGN9092 POINT REYES CT T INE SZ2 1002 25 4300 DOUBLE PUBUC <25 •••••'Hi ,*# SGN9877 POLLY LN T |NW SZl 1688 25 3800 SINGLE PUBUC 30-40 •••••'Hi ,*# SGN10184 PONTIAC DR T NE SZ2 1629 25 3500 SINGLE PUBUC <25 •••••'Hi ,*# SGN10190 PONTIAC DR T NE SZ2 1626 25 3500 SINGLE PUBUC <25 •••••'Hi ,*# SGN10530 PONTIAC DR T 1 NE SZ2 2941 25 3400 DOUBLE PUBUC <25 •••••'Hi ,*# SGN10534 PONTIAC DR T INE SZ2 1626 25 3400 DOUBLE PUBLIC <25 •••••'Hi ,*# SGN2247 PONTIAC DR T INE SZ2 275 35 4600 SINGLE PUBUC >45 •••••'Hi ,*# kGN3479 PONTIAC DR T INE SZ2 24 35 3700 DOUBLE PUBUC 30-40 •••••'Hi ,*# iN4035 PONTIAC DR T INE SZ2 335 25 3700 SINGLE PUBUC 30-40 f§rGN4264 PONTIAC DR T INE SZ2 335 25 3600 DOUBLE PUBUC <25 SGN4340 PONTIAC DR T |NE SZ2 336 25 3600 DOUBLE PUBUC <25 50 of 67 SGN4458 PONTIAC DR NE SZ2 986 25 3600 SINGLE PUBUC <25 SGN8325 PONTIAC DR NE SZ2 275 35 4600 DOUBLE PUBLIC 30-40 SGN8331 PONTIAC DR NE SZ2 273 25 4500 DOUBLE PUBUC 30-40 30-40 SGN8338 PONTIAC DR SL NE SZ2 273 35 4600 SINGLE PUBUC SGN9118 PONTIAC DR NE SZ2 269 35 4500 DOUBLE PUBUC 30-40 SGN9125 PONTIAC DR NE SZ2 269 35 4400 SINGLE PUBUC 30-40 SGN9131 PONTIAC DR NE SZ2 268 35 4300 SINGLE PUBUC 30-40 SGN9134 PONTIAC DR NE SZ2 1017 35 4100 SINGLE PUBUC 30-40 SGN9141 PONTIAC DR NE SZ2 1017 35 3900 SINGLE PUBUC 30-40 SGN2573 PONTO DR SW SZ4 2898 25 7400 SINGLE PVT 30-40 SGN2914 PONTO DR SW SZ4 6827 25 6500 SINGLE PVT <25 SGN3619 PONTO DR SW SZ4 2898 SGN16208 PONTO RD SW SZ4 5544 25 7000 DOUBLE PUBLIC <25 SGNie240 PONTO RD SW SZ4 5635 25 7000 DOUBLE PUBUC <25 SGN1089e POPPY LN SW SZ4 2225 25 900 SINGLE PUBUC >45 SGN1090e POPPY LN SW SZ4 2225 25 900 SINGLE PUBUC <25 SGN8320 PORTA PL SL NE SZ2 262 25 2400 SINGLE PUBUC <25 SGN9931 PORTA PL NE SZ2 262 25 2400 SINGLE PUBUC <25 SGN2603 PORTAGE WAY SW SZ4 4274 25 7300 SINGLE PVT 30-40 SGN4932 PRIESTLY DR NW SZ3 3392 30 5900 SINGLE PUBUC 30-40 SGN4941 PRIESTLY DR NW SZ3 3392 30 5900 SINGLE PUBUC 30-40 SGNe410 PRIMAVERAWAY SL SE SZ7 349 25 7700 SINGLE PUBUC <25 SGNee88 PRIMAVERA WAY SE SZ7 2560 25 7700 SINGLE PUBLIC <25 SGN10911 PRIMROSE WAY SW SZ4 2224 25 7100 SINGLE PUBUC <25 SGN10921 PRIMROSE WAY SW SZ4 2224 25 7100 SINGLE PUBUC <25 SGN7892 PROMONTORY PL NE SZ2 3272 25 3600 SINGLE PUBUC <25 SGN53eO PROVIDENCE LN NE SZ2 2676 25 3500 SINGLE PVT <25 SGN6972 PUEBLO ST SE SZ7 2467 25 3000 SINGLE PUBLIC <25 SGN6974 PUEBLO ST SE SZ7 2465 25 3100 SINGLE PUBUC <25 SGN7002 PUEBLO ST SE SZ7 1166 25 3000 SINGLE PUBUC <25 SGN7009 PUEBLO ST SE SZ7 2460 25 3000 DOUBLE PUBLIC <25 SGN7014 PUEBLO ST SE SZ7 2460 25 3000 SINGLE PUBLIC <25 SGN16621 PYRITE AV SE sze 7368 25 SINGLE PUBUC 30-40 SGN16e25 PYRITE AV SE sze 7368 25 SINGLE PUBUC <25 SGN15623 PYRUS PL SW SZ4 5514 25 6400 SINGLE PUBUC <25 SGN16794 QUAIL PL SE SZS 2725 15 6900 SINGLE PVT >45 SGNie676 QUARTZ WAY SE sze 6981 25 SINGLE PUBLIC <25 SGN6305 SGNe308 QUEBRADA CIR SE SZ7 3059 QUEBRADA CIR SE SZ7 3059 _25 25 7800 7800 SINGLE SINGLE PUBUC PUBUC <25 <25 SGNe346 QUEBRADA CIR SE SZ7 2577 25 7800 SINGLE PUBLIC <25 SGNe30e QUEBRADA CT SE SZ7 1207 25 3100 SINGLE PUBUC <25 SGN19855 QUINTA ST SE SZ7 2466 SGN6e32 QUINTA ST SE SZ7 2466 25 7500 SINGLE PUBUC >45 SGN7000 QUINTA ST SE SZ7 195 25 7500 SINGLE PUBUC <25 SGN6778 QUITASOL ST SL SE SZ7 2525 25 7700 SINGLE PUBUC <25 SGNe781 QUITASOL ST SL SE SZ7 2525 25 7700 SINGLE PUBUC <25 SGN11742 RAINTREE DR SL SW SZ4 6775 25 600 SINGLE PVT 30-40 SGN1935 RAINTREE DR SW SZ4 928 25 700 SINGLE PUBUC 30-40 SGN7010 RANACT SE SZ7 2439 25 3000 SINGLE PUBLIC <25 SGN1325 RANCHO ARROBA SE sze 5461 25 3200 SINGLE PUBUC <25 SGN1383 RANCHO BRASADA SE sze 5099 25 2900 SINGLE PUBUC <25 SGN2110 RANCHO BRASADO SE sze 5099 25 2900 SINGLE PUBUC <25 SGN16514 RANCHO BRAVADO SE sze 5361 35 6100 DOUBLE PUBUC 30-40 SGNiesze RANCHO BRAVADO SE sze 5357 35 6100 DOUBLE PUBUC 30-40 30-40 SGNie534 RANCHO BRAVADO SE SZ6 5437 35 6100 DOUBLE PUBUC 51 of 67 SGN16538 RANCHO BRAVADO T ISE sze 5478 35 6000 SINGLE PUBUC 30-40 SGN16542 RANCHO BRAVADO T SE sze 5477 35 6000 SINGLE PUBUC 30-40 '^3N1654e RANCHO BRAVADO T SE sze 5493 25 6000 SINGLE PUBUC 30-40 ^;5N16572 RANCHO BRAVADO T SE sze 5478 35 6100 DOUBLE PUBUC 30-40 SGN4123 RANCHO BRAVADO T SE sze 5359 35 6100 SINGLE PUBUC 30-40 SGN4129 RANCHO BRAVADO T SE sze 5359 35 6100 DOUBLE PUBUC 30-40 SGN4135 RANCHO BRAVADO T SE sze 5357 35 6100 SINGLE PUBUC 30-40 SGN4138 RANCHO BRAVADO T SE sze 5358 35 6100 DOUBLE PUBUC 30-40 SGN1405 RANCHO CABALLO T SE sze 5115 25 2900 SINGLE PUBUC <25 SGN 1409 RANCHO CABALLO T SE sze 5115 25 2900 SINGLE PUBUC <25 SGNie57e RANCHO CAMPANER( T SE sze 5475 25 3200 SINGLE PUBUC <25 SGNie554 RANCHO CARRIZO T SE sze 5481 25 3200 SINGLE PUBUC <25 SGN12430 RANCHO CORTES T SE sze 5453 25 2900 SINGLE PUBUC <25 SGN13026 RANCHO CORTES T SE sze 5454 25 2800 SINGLE PUBUC <25 SGNie784 RANCHO CORTES T SE sze 5452 25 2900 DOUBLE PUBUC <25 SGN4109 RANCHO DEL CANON T SE sze 5353 25 3000 SINGLE PUBUC <25 SGN4111 RANCHO DEL CANON T SE sze 5351 25 3000 SINGLE PUBUC <25 SGN4116 RANCHO DEL CAYON T |SE sze 5351 25 3000 SINGLE PUBUC <25 SGN16557 RANCHO FAMOSA T ISE sze 5484 25 3200 DOUBLE PUBUC <25 sGNiesei RANCHO FAMOSA T ISE sze 5482 25 3200 DOUBLE PUBUC <25 SGN165e4 RANCHO FAMOSA T ISE sze 5483 25 3200 SINGLE PUBUC <25 sGNiesee RANCHO FAMOSA T |sE sze 5483 25 3200 SINGLE PUBUC <25 SGN2125 RANCHO GANADERO T ISE sze 5097 25 2800 SINGLE PUBUC <25 SGN2127 RANCHO GANNADERC T |sE sze 5096 25 2800 DOUBLE PUBUC <25 SGN4105 RANCHO LA PRESA T ISE sze 5557 25 3000 SINGLE PUBUC <25 SGN1277 RANCHO LATIGO T ISE sze 5368 25 3000 SINGLE PUBUC <25 SGN1279 RANCHO LATIGO T ISE sze 5369 25 3000 SINGLE PUBUC <25 SN4120 RANCHO LATIGO T |sE sze 5368 25 3000 SINGLE PUBUC <25 RANCHO LATIGO T SE sze 5369 25 3000 SINGLE PUBUC 30-40 SGN1398 RANCHO MIEL T SE sze 5070 25 3000 SINGLE PUBUC <25 SGN1401 RANCHO MIEL T SE sze 5070 25 3000 SINGLE PUBLIC <25 SGNie587 RANCHO MILAGRO T SE sze 5464 25 3200 SINGLE PUBUC <25 SGN16589 RANCHO MILAGRO T SE sze 5464 25 3200 DOUBLE PUBUC <25 SGN19904 RANCHO MONTANA T SE sze 5447 0 0 SGN2117 RANCHO PANCHO T SE sze 5085 25 2900 SINGLE PUBUC <25 SGN2120 RANCHO PANCHO T SE sze 5085 25 2800 DOUBLE PUBUC <25 SGN2124 RANCHO PANCHO T SE sze 5084 25 2800 DOUBLE PUBUC <25 SGN2iee RANCHO PANCHO T. SE sze 5081 25 2800 SINGLE PUBUC <25 SGN2ie9 RANCHO PANCHO T SE sze 5081 25 2700 SINGLE PUBUC >45 SGN1320 RANCHO QUARTILLO T SE sze 5459 25 3200 SINGLE PUBUC <25 SGN1329 RANCHO QUARTILLO T SE sze 5459 25 3200 DOUBLE PUBUC <25 SGN1331 RANCHO QUARTILLO T SE sze 5458 25 3200 SINGLE PUBUC <25 SGNie568 RANCHO REATA T SE sze 5491 25 3200 SINGLE PUBUC <25 SGN1333 RANCHO RIO CHICO T SE sze 5074 25 2900 DOUBLE PUBUC <25 SGN1335 RANCHO RiO CHICO T SE sze 5073 25 2800 DOUBLE PUBUC <25 SGN17501 RANCHO SANTA FE T SE SZl 4035 45 7900 SINGLE PUBUC >45 SGN17162 RANCHO SANTA FE Rl T SE SZl 7329 55 7100 SINGLE PUBUC >45 SGN17505 RANCHO SANTA FE RE T SE SZl 6653 40 7900 SINGLE PUBUC >45 SGN1334 RANCHO VACADA T SE sze 5079 25 2900 SINGLE PUBUC <25 SGN12565 RATCLIFF RD T NW SZl 1278 25 1800 SINGLE PUBUC <25 SGN18045 RAVINE DR T NE SZ2 7031 25 3400 SINGLE PUBUC <25 SeN18034 RAVINE RD T NE SZ2 7031 25 3400 SINGLE PUBUC <25 Ne508 RECODO CT T SE SZ7 2523 25 2200 SINGLE PUBUC <25 pt5N18809 RED BLUFF PL T NE SZ2 6921 25 0 |sGN19314 RED KNOT ST T |sw SZ4 5531 25 6500 SINGLE PVT <25 52 of 67 SGN13e59 REDWOOD AV NW SZl 1078 25 100 SINGLE PUBUC 30-40 SGN14286 REDWOOD AV NW SZl 1078 25 300 SINGLE PUBUC <25 SGN10563 REFUGIO AV NW SZ3 1925 25 4800 SINGLE PUBUC <25 SGN10570 REFUGIO AV NW SZ3 1770 25 4900 SINGLE PUBUC <25 SGN 10670 REFUGIO AV NW SZ3 1925 25 4800 SINGLE PUBUC <25 SGN152e REGATTA RD SW SZS 5380 25 1500 DOUBLE PUBUC <25 SGN15e27 REGATTA RD SW SZS 6682 25 1400 SINGLE PUBLIC <25 SGN15689 REGATTA RD SW SZS 5380 25 1500 SINGLE PUBLIC <25 SGNiei4 REGATTA RD SW SZS 5382 25 1500 SINGLE PUBUC <25 SGN8324 REGENT RD NE SZ2 267 25 2600 SINGLE PVT 30-40 SGN1914 REMSEN CT SW SZS 2876 25 6600 SINGLE PUBUC <25 SGN17129 REPOSADO DR SE SZ7 2325 25 7600 DOUBLE PUBUC <25 SGNe848 REPOSADO DR SE SZ7 2325 25 7600 SINGLE PUBUC <25 SGN57e8 REPRESA CR SE SZ7 3988 25 7900 SINGLE PUBUC <25 SGN5833 REPRESA CR SE SZ7 3988 25 7900 SINGLE PUBUC <25 SGN1804e RICH FIELD DR NE SZ2 7039 25 3400 DOUBLE PUBUC <25 SGN19993 RICH FIELD DR SL NE SZ2 7038 25 3400 SINGLE PUBUC <25 SGN7881 RIDGE CT NE SZ2 3275 25 3700 SINGLE PUBUC <25 SGN1049e RIDGECREST DR NW SZl 3099 25 3200 DOUBLE PUBUC <25 SGN10498 RIDGECREST DR NW SZl 3099 25 3400 SINGLE PUBUC <25 SGN10500 RIDGECREST DR NW SZl 3098 25 3200 SINGLE PUBUC <25 SGN9913 RIDGECREST DR NW SZl 3097 25 3500 SINGLE PUBLIC <25 SGN99ie RIDGECREST DR NW SZl 1533 25 3500 SINGLE PUBLIC <25 SGN9919 RIDGECREST DR NW SZl 1261 25 3500 SINGLE PUBUC <25 SGN18040 RIFTRD NE SZ2 7035 25 4700 SINGLE PUBUC <25 SGN7966 RILLCT NE SZ2 3235 25 3900 SINGLE PUBUC <25 sGNisses ROBINEA DR SW SZ4 3875 25 6500 SINGLE PUBUC <25 SGN19954 ROBINEA DR SW SZ4 3875 25 5500 SINGLE PUBUC <25 SGN6200 ROBLE PL SE SZ7 3990 25 7900 SINGLE PUBUC <25 SGN17139 ROCIO ST SE SZ7 2531 25 7700 SINGLE PUBUC <25 SGNe494 ROCIO ST SE SZ7 2532 25 7700 SINGLE PUBUC <25 SGN6774 ROCIO ST SE SZ7 2531 25 7700 DOUBLE PUBUC <25 SGN9018 ROCK DOVE ST SW SZ4 2300 25 7000 SINGLE PUBUC <25 SGN9151 ROCK DOVE ST SW SZ4 2300 25 7000 SINGLE PUBUC <25 SGN19975 ROCK RIDGE RD SW SZ2 7019 25 3500 SINGLE PUBUC 30-40 SGN19976 ROCK RIDGE RD NE SZ2 7019 25 3500 DOUBLE PUBUC <25 SGN19982 ROCK RIDGE RD NE SZ2 7017 25 3500 DOUBLE PUBUC <25 SGN19985 ROCK RIDGE RD NE SZ2 7015 25 3500 SINGLE PUBUC <25 SGN12203 ROCKFIELD CT NE SZ2 3232 25 3900 SINGLE PUBUC <25 SGN9267 ROCKROSE TER SW SZ4 3429 25 6900 SINGLE PUBUC 30-40 SGN9297 ROCKROSE TER SW SZ4 3509 25 7000 SINGLE PUBLIC 30-40 SGN6204 ROCOSO LN SE SZ7 3992 25 7900 SINGLE PUBLIC <25 SGNe207 ROCOSO LN SE SZ7 3992 25 7900 SINGLE PUBUC <25 SGN10983 ROGUE ISLE CT NW SZ3 1730 25 1700 SINGLE PUBUC <25 SGN6362 ROMERIAST SL SE SZ7 352 25 7700 SINGLE PUBUC <25 SGNee37 ROMERIA ST SE SZ7 1155 25 7500 SINGLE PUBUC <25 SGNee7e ROMERIA ST SE SZ7 2581 25 7600 SINGLE PUBUC <25 SGN6e78 ROMERIAST SE SZ7 2581 25 7600 SINGLE PUBUC <25 SGN6680 ROMERIAST SE SZ7 2582 25 7700 SINGLE PUBUC <25 SGN12700 ROOSEVELT ST NW SZl 1326 25 2800 SINGLE PUBUC <25 SGN12709 ROOSEVELT ST NW SZl 1324 25 2700 SINGLE PUBUC <25 SGN12985 ROOSEVELT ST NW SZl 637 25 3200 SINGLE PUBUC <25 SGN12990 ROOSEVELT ST NW SZl 636 25 3100 SINGLE PUBUC <25 SGN13e68 ROOSEVELT ST NW |NW SZl 638 25 3300 SINGLE PUBUC <25 SGN13e83 ROOSEVELT ST SZl 638 25 3500 SINGLE PUBUC <25 53 of 67 SGN13697 ROOSEVELT ST T 1 NW SZl 1463 25 3500 SINGLE PUBUC |<25 SGN10790 ROSE DR T SW SZ4 2259 25 7100 SINGLE PUBUC <25 *^N10811 ROSE DR T SW SZ4 6269 25 7100 SINGLE PUBUC <25 ^N19079 ROSE DR T SW SZ4 7321 25 7000 DOUBLE PUBUC <25 SGN19082 ROSE DR T SW SZ4 7321 25 7000 DOUBLE PUBUC <25 SGN 19084 ROSE DR T SW SZ4 7320 25 7000 DOUBLE PUBUC <25 SGN19098 ROSE DR T SW SZ4 7307 25 7000 SINGLE PUBLIC <25 SGN19101 ROSE DR SL SW SZ4 7306 25 7000 DOUBLE PUBUC <25 SGN10931 ROSEMARY AV T SW SZ4 2227 25 900 DOUBLE PUBUC <25 SGN10949 ROSEMARY AV T SW SZ4 2226 25 900 SINGLE PUBUC <25 SGN19952 ROSEMARY AV SW SZ4 2227 25 900 SINGLE PUBUC <25 SGN9583 ROYAL DR T NW SZ3 1684 25 4000 SINGLE PUBUC <25 SGN7802 RUSSELIA CT T SW SZ4 2062 25 0 SGN6833 RUSTICO DR T SE SZl 2517 25 7600 SINGLE PUBUC <25 SGNe840 RUSTICO DR T SE SZl 2516 25 7600 DOUBLE PUBUC <25 SGN4795 RUTHERFORD RD T NW SZS 809 35 2200 DOUBLE PUBUC 30-40 SGN4813 RUTHERFORD RD T NW SZS 2011 35 2200 DOUBLE PUBUC 30-40 SGN4823 RUTHERFORD RD T NW SZS 2010 35 2200 SINGLE PUBUC 30-40 SGN4942 RUTHERFORD RD T NW SZS 2012 35 2200 SINGLE PUBUC 30-40 SGN49ei RUTHERFORD RD T NW SZS 2012 35 2200 DOUBLE PUBUC 30-40 SGN4985 RUTHERFORD RD T NW SZS 1999 35 2100 DOUBLE PUBUC 30-40 SGN5005 RUTHERFORD RD T NW SZS 2001 35 2100 SINGLE PUBUC 30-40 SGN18014 S. VISTA WAY R NW SZl 5755 25 2500 SINGLE PUBUC >45 SGNeSlO SACADA CIR SL SE SZl 2473 25 2400 SINGLE PUBUC <25 SGNe75e SACADA CR SL SE SZl 2474 25 2400 SINGLE PUBUC <25 SGN7954 SADDLE DR T NE SZl 3254 25 3700 SINGLE PUBUC 30-40 SGN7980 SADDLE DR T NE SZl 3255 25 3700 DOUBLE PUBUC <25 ^^N19080 SAGEBRUSH RD T SW SZ4 7319 25 1000 SINGLE PUBUC <25 <«tfdN19091 SAGEBRUSH RD T SW SZ4 7319 25 1000 DOUBLE PUBUC <25 SGN6839 SAUENTE WAY T SE SZl 1112 25 2000 SINGLE PUBUC <25 SGN8778 SALISBURY DR T NE SZl 1803 25 4400 DOUBLE PUBLIC <25 SGN9099 SAUSBURY DR T NE SZl 1805 25 4500 SINGLE PUBUC <25 SGN15091 SALK AV T NW SZS 3799 25 2100 SINGLE PUBUC >45 SGN5484 SALKAV T NW SZS 3803 25 2100 SINGLE PUBUC 30-40 SGN2075 SALTAIRE WAY SW SZ4 3937 25 1200 SINGLE PUBUC 30-40 SGN2083 SALTAIRE WAY T SW SZ4 3937 25 1200 SINGLE PUBUC 30-40 SGNe686 SAN BRISTO WAY SL SE SZl 2564 25 2900 SINGLE PUBUC <25 SGN6689 SAN BRISTO WAY R SE SZl 2564 25 2900 SINGLE PUBUC <25 SGN18279 SAN ELIJO RD T SE SZl 7507 25 0 SINGLE PUBUC <25 SGN19981 SAND CT T NE SZl 7016 25 3500 SINGLE PUBUC <25 SGN13422 SANDALWOOD LN T NW SZl 405 25 1600 SINGLE PUBUC <25 SGN13423 SANDALWOOD LN T NW SZl 403 25 1500 SINGLE PUBUC <25 SGN9145 SANDERUNG CT T SW SZ4 2277 25 1600 SINGLE PUBUC <25 SGN9150 SANDERUNG CT T SW SZ4 2276 25 7200 DOUBLE PUBUC <25 SGN1750 SANDPIPER PL T SE SZS 1101 25 6900 SINGLE PVT <25 SGN7888 SANDPOINTCT T NE SZ2 3274 25 3700 SINGLE PUBUC <25 SGN1089 SANDSTONE WAY T NE SZ2 3265 25 3500 SINGLE PUBUC <25 SGN7878 SANDSTONE WAY T |NE SZ2 3265 25 3500 SINGLE PUBUC <25 SGN10ie2 SANDY PL T |NW SZl 1523 25 3200 SINGLE PUBUC <25 SGN5214 SANFORDLN T INE SZ2 2930 25 2800 SINGLE PVT <25 SGN8448 SANTA CLARA WAY T NE SZ2 321 25 3400 SINGLE PUBUC 30-40 .isj?N8493 SANTA CLARA WAY T NE SZ2 1591 25 3500 SINGLE PUBUC <25 N713e SANTA ISABEL ST T SE sze 2176 25 6600 SINGLE PUBUC >45 1S&N7150 SANTA ISABEL ST T |SE SZ7 2178 25 eeoo SINGLE PUBUC 30-40 SGN 19944 SAPPHIRE DR T fflSW SZS 3897 25 1400 SINGLE PUBLIC <25 54 of 67 SGN19945 SAPPHIRE DR T SW SZS 3883 25 1400 SINGLE PVT <25 SGN9893 SARA WAY T NW SZl 1556 25 2200 DOUBLE PUBUC <25 SGN9905 SARA WAY T NW SZl 1556 25 2200 SINGLE PUBUC <25 SGNie879 SARDONYX RD T SE sze 7292 25 0 SINGLE PUBUC <25 SGN 16880 SARDONYX RD T SE sze 7292 25 0 SINGLE PUBUC <25 SGN9095 SAUSALITO AV T NE SZ2 1001 25 2600 DOUBLE <25 SGN9140 SAUSALITO AV T NE SZ2 1001 25 2600 SINGLE PUBUC 30-40 SGN9230 SAVANNAH LN T SW SZ4 3756 25 1300 SINGLE PUBUC <25 SGN109e7 SCHOONER WAY T NW SZ3 nil 25 1700 SINGLE PUBUC <25 SGN1098e SCHOONER WAY T NW SZ3 nil 25 1700 SINGLE PUBUC <25 SGN10229 SCOTT DR T NW SZl 1748 25 3900 SINGLE PUBLIC 30-40 SGN10583 SEA BLUFF CIR T NW SZ3 1913 25 4500 SINGLE PUBUC <25 SGN10973 SEA BRIGHT DR T NW SZ3 1897 25 4300 DOUBLE PUBLIC <25 SGN10975 SEA BRIGHT DR T NW SZ3 1897 25 4300 SINGLE PUBLIC 30-40 SGN10972 SEA BRIGHT PL T NW SZ3 1896 25 4300 SINGLE PUBUC <25 SGN4770 SEA UON PL T NE sze 2016 30 5900 SINGLE PUBUC 30-40 SGN4773 SEA OTTER PL T NE sze 2017 30 5900 SINGLE PUBUC 30-40 SGN8993 SEABURYST T NE SZ2 2652 25 3100 DOUBLE PUBUC <25 SGN8994 SEABURY ST T NE SZ2 2653 25 3100 SINGLE PUBUC <25 SGN10495 SEACREST DR T NW SZl 1534 25 3400 SINGLE PUBUC <25 SGN8379 SEACREST DR T NW SZl 1536 25 3400 SINGLE PUBUC <25 SGN9915 SEACREST DR T NW SZl 1536 25 3400 DOUBLE PUBUC <25 SGN9917 SEACREST DR T NW SZl 968 25 3400 SINGLE PUBUC <25 SGN15849 SEAHORSE CT T SW SZ4 3467 25 1000 SINGLE PUBUC <25 SGN1527 SEAPORT PL T SW SZS 5379 25 6400 SINGLE PUBUC <25 SGN 1442 SEASCAPE DR T SW SZ4 844 25 6800 SINGLE PUBUC 30-40 SGN1444 SEASCAPE DR T SW SZ4 844 25 6800 DOUBLE PUBUC <25 SGN1648 SEASCAPE DR T SW SZ4 845 25 6900 SINGLE PUBUC <25 r SGN1651 SEASCAPE DR T SW SZ4 846 25 6900 SINGLE PUBUC <25 \ SGN53e6 SEASIDE WAY T NE SZ2 3492 25 2800 SINGLE PVT <25 SGN9990 SEAVIEW WAY T NW SZl 1576 25 3700 SINGLE PUBUC 30-40 SGN6343 SEGOVIA CT T SE SZl 2572 25 3000 SINGLE PUBUC <25 SGNe307 SEGOVIA WAY T SE SZl 3058 25 3100 SINGLE PUBUC <25 SGN6311 SEGOVIA WAY T SE SZl 3057 25 3100 DOUBLE PUBLIC <25 SGN6338 SEGOVIA WAY T SE SZl 2558 25 3000 SINGLE PUBLIC <25 SGN6342 SEGOVIA WAY T SE SZl 2574 25 3000 SINGLE PUBUC <25 SGNe345 SEGOVIA WAY T SE SZl 2574 25 3000 SINGLE PUBUC <25 SGNe395 SEGOVIA WAY T SE SZl 5427 25 2800 SINGLE PUBUC 30-40 SGN6396 SEGOVIA WAY T SE SZl 5427 25 2900 SINGLE PUBUC <25 SGNe423 SEGOVIA WAY SL SE SZl 5425 25 7700 SINGLE PUBUC <25 SGN14422 SEQUOIA AV T NW SZS 1076 25 100 SINGLE PUBUC <25 SGN855 SEQUOIA AV T NW SZS 1076 25 100 SINGLE PUBUC 30-40 SGNe819 SERENO CT T SE SZl 3318 25 2100 SINGLE PUBUC <25 SGNe314 SERRANO DR T SE SZl 370 25 3100 SINGLE PUBUC <25 SGN10348 SEVILLA WAY T NW SZS 1927 25 4800 SINGLE PUBUC <25 SGN10352 SEVILLA WAY T NW SZS 1927 25 4800 SINGLE PUBUC <25 SGN12254 SHALE CT T NE SZl 3251 25 3800 SINGLE PUBUC <25 SGN909e SHASTA PL T NE SZl 1640 25 4300 SINGLE PUBUC <25 SGN10442 SHAWN CT T NW SZl 1561 25 2300 SINGLE PUBUC <25 SGN9387 SHELLEY PL T NW SZS 3445 25 5200 SINGLE PUBUC <25 SGN14352 SHERIDAN PL T NW SZl 6927 25 3900 SINGLE PUBUC 30-40 SGN45e4 SHORE DR T NW SZS 1963 25 5200 SINGLE PUBUC 30-40 A SGN112ei SHORE DR 5000 T NW SZS 1963 25 5200 SINGLE PUBUC 30-40 : SGN12131 SHOREBIRD LN SL SW SZ4 3761 25 1300 SINGLE PVT >45 SGN8314 SIERRA MORENA AV T NE SZ2 1659 25 4600 SINGLE PUBUC <25 55 of 67 SGN8460 SIERRA MORENA AV T INE SZ2 331 25 3700 SINGLE PUBUC <25 SGN8503 SIERRA MORENA AV T INE SZ2 331 25 3600 SINGLE PUBUC 30-40 kGN8527 SIERRA MORENA AV T INE SZ2 1606 25 3500 SINGLE PUBUC <25 ^N8917 SIERRA MORENA AV T |NE SZ2 993 25 3800 SINGLE PUBLIC <25 SGN9434 SIMSBURY CT T INE SZ2 1317 25 3500 DOUBLE PUBLIC <25 SGN9436 SIMSBURYCT T NE SZ2 1317 25 3500 SINGLE PUBUC 30-40 SGN17350 SITIO ABETO T SE SZl 4899 25 7800 SINGLE PUBLIC <25 SGN17362 SITIOABRIDOR T SE SZl 4873 25 7900 SINGLE PUBUC <25 SGNnesi SITIO ALGODON T SE SZl 6998 25 7600 SINGLE PUBLIC <25 SGN18538 SITIO ARAGO T ISE SZl 7550 25 7200 SINGLE PVT <25 SGN198e5 SITIO BAHIA T ISE SZl 7493 0 0 SGN17359 SITIO BANIANO T ISE SZl 4874 25 7900 SINGLE PUBUC <25 SGN 17395 SITIO BAYA T |sE SZl 2592 25 3500 SINGLE PUBLIC <25 SGN5930 SITIO BAYA T ISE SZl 2591 25 3500 SINGLE PUBUC <25 SGN5932 SITIO BAYA T SE SZl 2590 25 3500 SINGLE PUBUC <25 SGNe291 SITIO BAYA T SE SZl 2594 25 3500 SINGLE PUBUC <25 SGNe29e SITIO BAYA T |sE SZl 2592 25 3500 SINGLE PUBUC <25 SGN5922 SITIO BORDE T ISE SZl 383 25 3400 SINGLE PUBLIC <25 SGN18502 SITIO CAUENTE T ISE SZl 7510 25 7100 SINGLE PUBUC <25 SGN18505 SITIO CAUENTE T ISE SZl 7511 25 7100 SINGLE PUBUC <25 SGN18513 SITIO CAUENTE T |sE SZl 7511 25 0 SGN17432 SITIO CALMAR T ISE SZl 2628 25 7800 SINGLE PUBUC <25 SGN18532 SITIO CASTANO T SE SZl 7553 25 7300 SINGLE PVT <25 SGN5982 SITIO CATANA T SE SZl 2609 25 7900 SINGLE PUBUC <25 SGN1733e SITIO CAUCHO T SE SZl 4995 25 8000 SINGLE PUBUC <25 SGN15988 SITIO CEDRELA T SW SZS 5653 25 6600 SINGLE PUBUC <25 SGN644e SITIO COCO T SE SZl 3707 25 7800 DOUBLE PUBLIC <25 ^N18514 SITIO COLINA T SE SZl 7515 25 0 ii^N18278 SITIO CORAZON T |SE SZl 7503 25 7000 SINGLE PUBUC <25 SGN18281 SITIO CORAZON T ISE SZl 7498 25 7100 SINGLE PUBUC <25 SGN18285 SITIO CORAZON T |sE SZl 7496 25 7100 SINGLE PUBUC <25 SGN18517 SITIO CORAZON T ISE SZl 7498 25 0 SGN18521 SITIO CORAZON T SE SZl 7505 25 0 SGN19280 SITIO DAMASCO T SE SZl 6990 25 3500 SINGLE PUBUC <25 SGN18525 SITIO DESTINO T SE SZl 7497 25 0 SGN17e35 SITIO ESPINO T ISE SZl 6987 25 3500 SINGLE PUBLIC <25 SGN5644 SITIO FRESCA |sE SZl 3601 25 7900 SINGLE PUBUC <25 SGN17251 SITIO FRESNO T ISE SZl 5384 25 7800 SINGLE PUBUC <25 SGN6381 SITIO GRANADO T ISE SZl 4868 25 7900 SINGLE PUBUC <25 SGN17597 SITIO UMA T |SE SZl 6712 25 7400 SINGLE PUBLIC 30-40 SGN17634 SITIO UMA T ISE SZl 6712 25 7300 SINGLE PUBUC <25 SGN17550 SITIO URIO T SE SZl 6727 25 7200 SINGLE PUBUC <25 SGN17e50 SITIO MANANA T SE SZl 6999 25 7600 SINGLE PUBUC <25 SGN19278 SITIO MANANA T SE SZl 6999 25 7600 SINGLE PUBUC <25 SGN19283 SITIO MANANA T SE SZl 6995 25 7600 SINGLE PUBUC <25 SGN17353 SITIO MIRTO T SE SZl 4897 25 7800 SINGLE PUBUC <25 SGN18528 SITIO MONTILLA T SE SZl 7548 25 7400 SINGLE PVT <25 SGNe002 SITIO MUSICA T SE SZl 2634 25 7700 SINGLE PUBUC <25 SGN17358 SITIO NISPERO T SE SZl 4878 25 7900 SINGLE PUBUC <25 SGN17355 SITIO OLMO T SE SZl 4896 25 7800 SINGLE PUBUC <25 SGN7ieO SITIO PALMAS T ISE SZl 6885 25 6600 SINGLE PVT <25 ,^GNe383 SITIO PERAL T ISE SZl 4867 25 7920 SINGLE PUBUC <25 >5634 SITIO REDONDA SL ISE SZl 3689 25 7900 SINGLE PUBUC <25 p6N15991 SITIO SAGO T Isw SZS 5654 25 6600 SINGLE PUBUC <25 SGN19873 SITIO SALVIA T |sE SZl 7050 0 0 56 of 67 SGN5ei2 SITIO SOLANA T SE SZl 4290 25 7900 SINGLE PUBUC <25 SGN5614 SITIO VAQUERO T SE SZl 4293 25 7900 SINGLE PUBLIC <25 SGN6458 SITO TEJO T SE SZl 3702 25 7800 SINGLE PUBUC <25 J SGNiei39 SKIMMER CT T SW SZS 5494 25 1700 SINGLE PUBUC >45 SGN10283 SKYUNE RD T NW SZl 1765 25 4100 SINGLE PUBUC 30-40 SGN10289 SKYUNE RD T NW SZl 1752 25 0 SGN11017 SKYUNE RD T NW SZS 1766 25 4300 SINGLE PUBUC <25 SGN11020 SKYUNE RD T NW SZS 783 25 4300 DOUBLE PUBUC 30-40 SGN11023 SKYUNE RD T NW SZS 13 25 4300 SINGLE PUBLIC <25 SGN9953 SKYUNE RD T NW SZl 1752 25 4000 SINGLE PUBUC <25 SGN9981 SKYUNE RD T NW SZl 1742 25 3800 SINGLE PUBUC <25 SGNie45e SLATER PL T SE sze 7357 25 6100 SINGLE PUBUC 30-40 SGN10804 SNAPDRAGON DR T SW SZ4 2236 25 7000 DOUBLE PUBUC <25 SGN10805 SNAPDRAGON DR T SW SZ4 2237 25 7000 DOUBLE PUBUC <25 SGN10948 SNAPDRAGON DR T SW SZ4 2236 25 7000 SINGLE PUBLIC <25 SGN2000 SNIPE CT T SW SZ4 3858 25 1000 SINGLE PUBUC <25 SGN9567 SNOWDROP WAY T SW SZ4 3657 25 1200 SINGLE PUBUC <25 SGN9571 SNOWDROP WAY T SW SZ4 3657 25 1200 SINGLE PUBLIC <25 SGN7554 SOCORRO LN T SE sze 880 25 2700 DOUBLE PUBUC <25 SGN75ei SOCORRO LN T SE sze 2129 25 2700 SINGLE PUBUC <25 SGN75e3 SOCORRO LN T SE sze 2129 25 2700 DOUBLE PUBUC <25 SGN15925 SOLANDRA DR T SW SZ4 3927 25 6700 SINGLE PUBUC 30-40 SGN15931 SOLANDRA DR T SW SZ4 3927 25 6700 SINGLE PUBUC <25 SGNee29 SOLANO ST T SE SZl 2438 25 7500 DOUBLE PUBUC <25 SGN7013 SOLANO ST T SE SZl 2436 25 7400 SINGLE PUBUC <25 SGN583e SOMBROSA PL T SE SZl 4033 25 2500 SINGLE PUBUC <25 SGN5742 SOMBROSA ST T SE SZl 4013 25 2800 SINGLE PUBUC <25 SGN5750 SOMBROSA ST T SE SZl 3965 25 2900 SINGLE PUBUC y** <25 SGN5753 SOMBROSA ST T SE SZl 4014 25 2900 SINGLE PUBLIC <25 N SGN5817 SOMBROSA ST T SE SZl 3969 25 2700 SINGLE PUBUC <25 SGN5821 SOMBROSA ST T SE SZl 3969 25 2800 SINGLE PUBUC <25 SGN5824 SOMBROSA ST T SE SZl 3976 25 7800 SINGLE PUBUC <25 SGN5838 SOMBROSA ST T SE SZl 3961 25 2600 SINGLE PUBUC <25 SGN5841 SOMBROSA ST T SE SZl 3960 25 2600 SINGLE PUBUC <25 SGNeiee SOMBROSA ST T SE SZl 4015 25 2900 DOUBLE PUBUC <25 SGNei71 SOMBROSA ST T SE SZl 4014 25 2900 SINGLE PUBUC <25 SGN17090 SONDRACT R SE SZl 2459 25 2900 SINGLE 30-40 SGN17195 SONDRA CT R SE SZl 2459 25 2900 SINGLE 30-40 SGNieOOl SONGBIRD AV T SW SZS 6781 25 1600 SINGLE PUBUC 30-40 SGNie007 SONGBIRD AV T SW SZS 6781 25 1600 DOUBLE PUBUC <25 SGNiei22 SONGBIRD AV T SW SZS 6784 25 1600 SINGLE PUBUC <25 SGNiei23 SONGBIRD AV T SW SZS 6783 25 1600 DOUBLE PUBUC <25 SGN19932 SONGBIRD AV T SW SZS 6784 25 1600 DOUBLE PUBUC <25 SGN19105 SORA WAY T SW SZ4 7061 25 0 SINGLE PUBUC <25 SGN19109 SORA WAY T SW SZ4 7061 25 0 SINGLE PUBUC <25 SGN19112 SORA WAY T SW SZ4 7333 25 0 SINGLE PVT <25 SGN11013 SOUTH VIEW DR T NW SZ3 1938 25 1800 SINGLE PVT <25 SGN8233 SOUTHAMPTON RD T NE SZ2 1814 25 2700 DOUBLE PUBUC <25 SGN8339 SOUTHAMPTON RD SL NE SZ2 1814 25 2700 SINGLE PUBUC 30-40 SGN87e4 SOUTHAMPTON RD T NE SZ2 1815 25 2700 DOUBLE PUBUC <25 SGN8767 SOUTHAMPTON RD T NE SZ2 276 25 2700 DOUBLE PUBUC <25 SGN8772 SOUTHAMPTON RD T NE SZ2 1058 25 2700 DOUBLE PUBUC <25 J SGN9104 SOUTHAMPTON RD T NE SZ2 1058 25 2700 DOUBLE PUBUC <25 SGN9107 SOUTHAMPTON RD T NE SZ2 1812 25 2700 DOUBLE PUBUC <25 "r SGN9110 SOUTHAMPTON RD T NE SZ2 1055 25 2700 DOUBLE PUBUC <25 57 of 67 SGN9112 SOUTHAMPTON RD T |NE SZ2 1811 25 2700 DOUBLE PUBUC <25 SGN9117 SOUTHAMPTON RD T INE SZ2 1055 25 2800 SINGLE PUBUC 30-40 ^N13426 SPANISH WAY T |NW SZl 397 25 3400 SINGLE PUBUC 30-40 ^JN2072 SPARCT T Isw SZ4 3941 25 1200 SINGLE PUBUC <25 SGN1887 SPARROW RD T Isw SZS 2874 25 1300 SINGLE PUBUC <25 SGN1913 SPARROW RD T Isw SZS 2875 25 1300 SINGLE PUBUC <25 SGN1915 SPARROW RD SL Isw SZS 2875 25 1300 DOUBLE PUBLIC <25 SGN10174 SPOKANE WAY T INE SZ2 325 25 2700 SINGLE PUBUC <25 SGN10178 SPOKANE WAY T INE SZ2 327 25 2700 DOUBLE PUBUC <25 SGN10180 SPOKANE WAY T INE SZ2 328 25 2700 DOUBLE PUBUC <25 SGN10183 SPOKANE WAY T INE SZ2 1262 25 2700 DOUBLE PUBLIC <25 SGN10189 SPOKANE WAY T |NE SZ2 328 25 2700 DOUBLE PUBUC <25 SGN10519 SPOKANE WAY T INE SZ2 980 25 2700 SINGLE PUBLIC <25 SGN10538 SPOKANE WAY T NE SZ2 980 25 2700 DOUBLE PUBUC <25 SGN7191 SPOONBILL LN T SW SZ4 2331 25 7200 SINGLE PUBUC 30-40 SGN7273 SPOONBILL LN T SW SZ4 2328 25 7200 DOUBLE PUBUC <25 SGN7332 SPOONBILL LN T |sw SZ4 2330 25 7200 DOUBLE PUBLIC <25 SGN74ie SPOONBILL LN T |SW SZ4 2330 25 7200 DOUBLE PUBUC <25 SGN7557 SPOONBILL LN T SW SZ4 2329 25 7200 SINGLE PUBUC 30-40 SGN9193 SPRUCE ST T NW SZl 234 25 2300 SINGLE PUBUC <25 SGN9194 SPRUCE ST T NW SZl 234 25 2300 SINGLE PUBUC <25 SGN11005 SPYGLASS CT T NW SZ3 1768 25 1800 SINGLE PUBUC <25 SGN9111 ST GEORGE CT T NE SZ2 1807 25 4500 SINGLE PUBUC <25 SGN13274 ST JAMES CT T NW SZl 1512 25 1600 SINGLE PUBUC <25 SGN3162 STANFORD ST SL NE SZ2 1007 25 4300 SINGLE PUBUC <25 SGN4e62 STANFORD ST SL NE SZ2 1642 25 4300 DOUBLE PUBLIC <25 SGN8317 STANFORD ST SL NE SZ2 1642 25 4300 SINGLE PUBUC <25 ^N7304 STARUNG CT T SW SZ4 2283 25 2600 SINGLE PUBUC <25 r^N11614 STATE ST T NW SZl 7367 25 2800 SINGLE PUBUC <25 SGN 12682 STATE ST T NW SZl 724 25 2600 SINGLE PUBUC 30-40 SGN12955 STATE ST T |NW SZl 2951 25 3000 SINGLE PUBUC <25 SGN14982 STEINBECK CT T |NW SZ3 6665 25 5100 DOUBLE PUBUC <25 SGN 14983 STEINBECK CT T INW SZ3 6666 25 5100 DOUBLE PUBUC <25 SGN9712 STELLA MARIS LN T NW SZ3 1041 25 3900 SINGLE PUBUC <25 SGN8521 STEVEN CIR T NE SZ2 1600 25 2400 SINGLE PUBUC <25 SGN 10502 STILLWATER CT T NE SZ2 1316 25 3300 SINGLE PUBUC <25 SGN8710 STIRUNG CT T NE SZ2 481 25 2700 SINGLE PUBUC <25 SGN8992 STOCKTON PL T NE SZ2 2646 25 3500 SINGLE PUBUC <25 SGN1097 STONERIDGE RD T INE SZ2 3220 25 3900 SINGLE PUBUC <25 SGN12212 STONERIDGE RD T NE SZ2 3220 25 3900 SINGLE PUBUC <25 SGN12248 STRATA DR T |NE SZ2 3245 25 3700 SINGLE PUBUC 30-40 SGN12252 STRATA DR T INE SZ2 3246 25 3700 DOUBLE PUBUC <25 SGN12255 STRATA DR T |NE SZ2 3247 25 3700 DOUBLE PUBUC <25 SGN12330 STRATA DR T INE SZ2 3247 25 3700 SINGLE PUBUC <25 SGN7918 STRATA DR T NE SZ2 3258 25 3600 DOUBLE PUBUC <25 SGN7924 STRATA DR T NE SZ2 3258 25 3700 SINGLE PUBUC 30-40 SGN7971 STRATA DR T NE SZ2 3243 25 3600 SINGLE PUBUC <25 SGN7973 STRATA DR T |NE SZ2 3244 25 3600 DOUBLE PUBUC <25 SGN7977 STRATA DR T INE SZ2 3244 25 3600 SINGLE PUBUC 30-40 SGN80ei STRATFORD LN R INW SZl 1364 25 1200 SINGLE PUBUC 30-40 SGN9928 STROMBERG CIR T INE SZ2 1604 25 2400 SINGLE PUBUC <25 k.GN6835 SUBIDATER T ISE SZ7 2322 25 2100 SINGLE PUBUC <25 iN3438 SUGAR PINE RD T Isw SZ4 2750 25 1900 SINGLE PVT <25 •p^N14480 SUMMERWINDPL T INW SZ3 5727 25 2300 SINGLE PUBLIC <25 SGN14481 SUMMERWINDPL T |NW SZ3 5727 25 2300 DOUBLE PUBUC <25 58 of 67 SGN11024 SUNBURST RD T NW SZ3 1910 25 4700 SINGLE PUBUC <25 SGN1433 SUNFLOWER WAY T SW SZ4 840 25 800 SINGLE PUBUC 30-40 SGN 15818 SUNFLOWER WAY T SW SZ4 840 25 800 SINGLE PUBUC <25 ^ SGN19509 SUNNY CREEK RD T NE SZ3 5668 25 0 SGN8171 SUNNY CREEK RD T NE SZ3 5674 25 2800 SINGLE PUBLIC >45 SGN10209 SUNNYHILLDR T NW SZ3 1750 25 4200 SINGLE PUBLIC <25 SGN10213 SUNNYHILL DR T NW SZl 1749 25 4100 SINGLE PUBUC 30-40 SGN10217 SUNNYHILLDR T NW SZl 1744 25 4100 SINGLE PUBUC 30-40 SGN 10247 SUNNYHILLDR T NW SZl 1744 25 4000 SINGLE PUBUC <25 SGN10734 SUNNYHILL DR T NW SZ3 1929 25 4500 SINGLE PUBUC <25 SGN10991 SUNNYHILL DR T NW SZ3 1895 25 4300 SINGLE PUBUC 30-40 SGN10994 SUNNYHILL DR T NW SZ3 1895 25 4400 SINGLE PUBUC <25 SGN9721 SUNRISE CIR T NW SZ3 1717 25 1500 SINGLE PUBUC <25 SGN11009 SUNSET HILL DR T NW SZ3 1939 25 1800 SINGLE PVT <25 SGN19930 SURF CREST ST T SW SZS 6879 25 6600 DOUBLE PUBUC <25 SGN19931 SURF CREST ST T SW SZS 6881 25 6600 SINGLE PUBUC <25 SGN8985 SURFBIRD CIR T SW SZ4 3840 25 7000 SINGLE PVT <25 SGN15698 SURFSIDE LN T SW SZ4 , 3776 25 6500 SINGLE PUBUC <25 SGN2904 SURFSIDE LN T SW SZ4 3775 25 6500 SINGLE PUBUC <25 SGN2915 SURFSIDE LN T SW SZ4 3776 25 6500 SINGLE PUBUC <25 SGN8784 SUTTER ST T NE SZ2 997 25 2600 SINGLE PUBUC <25 SGN878e SUTTER ST T NE SZ2 997 25 2600 DOUBLE PUBUC <25 SGN9089 SUTTER ST T NE SZ2 998 25 2600 DOUBLE PUBUC <25 SGN1708 SWALLOW LN T SE SZS 91 25 1900 SINGLE PVT >45 SGN15ei4 SWEETBRIAR CR T SW SZ4 828 25 1400 SINGLE PVT <25 SGN13574 SYCAMORE AV T NW SZl 691 25 0 SGN13581 SYCAMORE AV T NW SZl 691 25 100 SINGLE PUBUC 30-40 SGN9704 SYME DR T NW SZ3 1683 25 4000 SINGLE PUBUC <25 r SGN9708 SYME DR T NW SZ3 1685 25 4000 SINGLE PUBUC <25 S SGN1085 TALUS WAY T NE SZ2 3355 25 3600 SINGLE PUBLIC <25 SGN8224 TALUS WAY T NE SZ2 3355 25 3600 SINGLE PUBUC 30-40 SGN10206 TAMARACK AV SL NW SZl 435 30 1700 DOUBLE PUBUC 30-40 SGN10214 TAMARACK AV T NW SZl 1760 30 1700 DOUBLE PUBLIC 30-40 SGN10218 TAMARACK AV T NW SZl 435 30 1700 DOUBLE PUBLIC 30-40 SGN10225 TAMARACK AV T, NW SZl 1043 30 1700 DOUBLE PUBUC 30-40 SGN10230 TAMARACK AV T NW SZl 436 30 1700 DOUBLE PUBUC 30-40 SGN10235 TAMARACK AV T NW SZl 436 30 1700 SINGLE PUBLIC 30-40 SGN10272 TAMARACK AV T NW SZl 1761 35 2000 SINGLE PUBUC 30-40 SGN10275 TAMARACK AV T NW SZl 1754 35 2000 SINGLE PUBLIC 30-40 SGN10282 TAMARACK AV T NW SZl 1760 35 1700 DOUBLE PUBUC 30-40 SGN10290 TAMARACK AV T NW SZl 1761 35 0 SGN10297 TAMARACK AV T NW SZl 1754 35 2100 SINGLE PUBUC 30-40 SGN1081 TAMARACK AV T NE SZ2 2650 35 3200 SINGLE PUBUC 30-40 SGN1083 TAMARACK AV T NE SZ2 2651 35 3300 SINGLE PUBUC 30-40 SGN12209 TAMARACK AV T NE SZ2 3214 30 3800 SINGLE PUBUC 30-40 SGN12234 TAMARACK AV T NE SZ2 1836 35 2900 DOUBLE PUBUC 30-40 SGN12249 TAMARACK AV T NE SZ2 3257 30 3600 SINGLE PUBUC 30-40 SGN12281 TAMARACK AV T NE SZ2 3219 30 3700 SINGLE PUBLIC 30-40 SGN14301 TAMARACK AV T NW SZl 7347 30 500 SINGLE PUBUC 30-40 SGN14335 TAMARACK AV T NW SZl 1077 30 200 SINGLE PUBLIC 30-40 SGN14353 TAMARACK AV T NW SZl 6928 30 600 SINGLE PUBUC 30-40 SGN14359 TAMARACK AV T NW SZl 1672 30 700 SINGLE PUBUC 30-40 J SGN19974 TAMARACK AV T SW SZ2 7021 35 3300 DOUBLE PUBUC 30-40 1 SGN19979 TAMARACK AV T NE SZ2 3278 35 3300 DOUBLE PUBUC 30-40 SGN19988 TAMARACK AV T NE SZ2 3276 35 3400 DOUBLE PUBUC 30-40 59 of 67 SGN2246 TAMARACK AV T INE SZ2 1801 45 2600 SINGLE PUBUC >45 SGN7901 TAMARACK AV T INE SZ2 3276 35 3500 SINGLE PUBUC 30-40 ^N7923 TAMARACK AV T INE SZ2 3216 30 3600 SINGLE PUBUC 30-40 JN7953 TAMARACK AV T INE SZ2 3217 30 3600 DOUBLE PUBUC 30-40 SGN7957 TAMARACK AV T |NE SZ2 3218 30 3600 DOUBLE PUBUC 30-40 SGN79e8 TAMARACK AV T NE SZ2 3214 30 3900 DOUBLE PUBUC 30-40 SGN7976 TAMARACK AV T NE SZ2 3217 30 3600 SINGLE PUBLIC 30-40 SGN8223 TAMARACK AV T NE SZ2 3278 35 3400 SINGLE PUBUC 30-40 SGN8229 TAMARACK AV T NE SZ2 3302 30 3900 SINGLE PUBLIC 30-40 SGN8275 TAMARACK AV T NW SZ2 1774 35 2100 DOUBLE PUBUC 30-40 SGN8303 TAMARACK AV T NE SZ2 1800 45 2300 SINGLE PUBLIC >45 SGN8597 TAMARACK AV T INE SZ2 7020 35 3300 SINGLE PUBUC 30-40 SGN8602 TAMARACK AV T INE SZ2 2650 35 3100 DOUBLE PUBUC 30-40 SGN8e65 TAMARACK AV T |NE SZ2 1834 45 2600 SINGLE PUBUC >45 SGN8744 TAMARACK AV T NE SZ2 1835 45 2700 SINGLE PUBUC >45 SGN9003 TAMARACK AV T NE SZ2 517 35 3100 DOUBLE PUBUC 30-40 SGN9437 TAMARACK AV T NE SZ2 1227 35 3000 SINGLE PUBUC 30-40 SGN9441 TAMARACK AV T |NE SZ2 1227 35 3000 DOUBLE PUBUC 30-40 SGN9458 TAMARACK AV T INE SZ2 1661 35 2900 SINGLE PUBUC 30-40 SGN9742 TAMARACK AV T |NW SZl 1039 30 1600 SINGLE PUBLIC 30-40 SGN9748 TAMARACK AV T NW SZl 427 30 1400 SINGLE PUBLIC 30-40 SGN9772 TAMARACK AV T NW SZl 1039 30 1600 DOUBLE PUBUC 30-40 SGN9867 TAMARACK AV T NW SZl 34 30 1200 SINGLE PUBUC . 30-40 SGN9871 TAMARACK AV T INW SZl 1687 30 1300 SINGLE PUBUC 30-40 SGN9878 TAMARACK AV T INW SZl 1686 30 1300 DOUBLE PUBUC 30-40 SGN16305 TANAGER DR T Isw SZ4 3617 25 7100 DOUBLE PVT <25 SGN1630e TANAGER DR T |sw SZ4 3620 25 7100 DOUBLE PVT <25 "SNie862 TANZANITE DR T 1 SE SZ6 7282 25 6800 SINGLE PVT 30-40 -^N14257 TARA CT T NW SZ3 5652 25 1400 SINGLE PUBUC <25 SGNieoe9 TATLER RD SL SW SZ4 3947 25 7000 SINGLE PVT <25 SGN15930 TEA TREE ST T SW SZ4 3929 25 6700 DOUBLE PUBUC <25 SGN15934 TEA TREE ST SL SW SZ4 3929 25 6700 SINGLE PUBUC <25 SGN15943 TEA TREE ST SL SW SZ4 3928 25 6700 SINGLE PUBUC <25 SGN10252 TELESCOPE AV T NW SZ3 1767 25 4600 SINGLE PUBUC <25 SGNllOOe TELESCOPE AV T NW SZ3 785 25 4600 DOUBLE PUBUC <25 SGN11008 TELESCOPE AV T NW SZ3 785 25 4600 DOUBLE PUBUC <25 SGNllOlO TELESCOPE AV T NW SZ3 786 25 4600 DOUBLE PUBUC <25 SGN11014 TELESCOPE AV T NW SZ3 784 25 4700 SINGLE PUBUC <25 SGNllOie TELESCOPE AV T NW SZ3 1937 25 4700 SINGLE PUBUC <25 SGN7384 TERN PL T SW SZ4 2278 25 7100 SINGLE PUBUC <25 SGN79ie TERRACE PL T NE SZ2 3240 25 3600 DOUBLE PUBUC <25 SGN5931 TERRAZA DISOMA T SE SZ7 1210 25 7900 SINGLE PUBUC <25 SGN5940 TERRAZA DISOMA T SE SZ7 1209 25 7900 SINGLE PUBUC 30-40 SGN17029 TERRAZA SALVO T SE SZ7 1130 15 2300 SINGLE PVT 30-40 SGN1079 THAMES WAY SL NE SZ2 248 25 3500 DOUBLE PUBUC <25 SGN19958 THE CROSSINGS DR T NW SZ3 3287 40 5900 DOUBLE PUBUC 30-40 SGNieooe THRASHER PL T SW SZS 6780 25 6600 DOUBLE PUBUC <25 SGN8316 TIBURON AV SL NE SZ2 1641 25 2700 SINGLE PUBUC <25 SGN9097 TIBURON AV T NE SZ2 339 25 2700 DOUBLE PUBUC <25 SGN9133 TIBURON AV T NE SZ2 339 25 2700 SINGLE PUBUC 30-40 SGN12004 TIGER RUN CT T NE sze 7278 30 3100 SINGLE PUBUC 30-40 SGN 16827 TIGEREYE PL T SE sze 6944 25 2200 SINGLE PUBUC <25 N16680 TITAN ITE PL T SE sze 7376 25 6600 SINGLE PUBUC <25 P&N16683 TITAN ITE RD T SE sze 7376 25 6600 SINGLE PUBUC <25 SGN14964 TOLKIEN WAY T NW SZ3 6668 25 5100 SINGLE PUBUC <25 60 of 67 SGN149e9 TOLKIEN WAY T NW SZ3 6667 25 5100 SINGLE PUBLIC <25 SGN14970 TOLKIEN WAY T NW SZ3 6667 25 5100 DOUBLE PUBUC <25 SGN10179 TOPEKA ST T NE SZ2 1628 25 3400 SINGLE PUBUC <25 ^ SGN10527 TOPEKA ST T NE SZ2 1628 25 3400 SINGLE PUBUC <25 V SGNie631 TOPIARY ST T SE sze 7132 25 6200 DOUBLE PUBUC <25 SGN18813 TOPIARY ST SL SE sze 7121 25 6200 DOUBLE PUBUC <25 SGN19325 TOPIARY ST T SE sze 7121 25 6200 DOUBLE PUBUC <25 SGN19329 TOPIARY ST T SE sze 7132 25 6200 DOUBLE PUBUC <25 SGN19411 TOPIARY ST SL SE sze 7130 25 6200 DOUBLE PUBUC <25 SGN19413 TOPIARY ST SL SE sze 7129 25 6200 SINGLE PUBUC <25 SGN19418 TOPIARY ST T SE sze 7261 25 6200 SINGLE PUBUC <25 SGN20e7 TOPMAST DR T SW SZ4 3944 25 6400 SINGLE PUBUC <25 SGN2070 TOPMAST DR T SW SZ4 3939 25 6400 SINGLE PUBUC <25 SGN2071 TOPMAST DR T SW SZ4 3938 25 6400 DOUBLE PUBLIC <25 SGN2074 TOPMAST DR T SW SZ4 3938 25 6400 DOUBLE PUBUC <25 SGNe787 TORREJON PL SL SE SZl 2471 25 2400 SINGLE PUBLIC <25 SGNe797 TORREJON PL SL SE SZl 2471 25 2400 SINGLE PUBUC <25 SGN15588 TORREYANNA CIR T SW SZ4 5516 25 6500 SINGLE PUBUC <25 SGN15e20 TORREYANNA CIR T SW SZ4 5513 25 6400 SINGLE PUBUC <25 SGN15e25 TORREYANNA CIR T SW SZ4 5513 25 6500 SINGLE PUBUC <25 SGN170e7 TORRY CT T SE SZl 3491 25 2800 SINGLE 30-40 SGN17071 TORRY CT T SE SZl 3491 25 2800 SINGLE 30-40 SGN19890 TOURMAUNE PL T SE sze 7490 0 0 SGN1579 TOWHEE LN T SW SZS 2872 25 6600 SINGLE PUBUC <25 SGN188e TOWHEE LN T SW SZS 2873 25 6600 DOUBLE PUBUC <25 SGN1889 TOWHEE LN T SW SZS 2873 25 6600 SINGLE PUBLIC 30-40 SGN12054 TOWN GARDEN RD T SE sze 7111 25 2600 SINGLE PUBUC <25 SGN12062 TOWN GARDEN RD T SE sze 7169 25 2600 SINGLE PUBUC <25 ^ SGNie469 TOWN GARDEN RD T SE sze 7155 25 2500 DOUBLE PUBUC <25 SGN 16470 TOWN GARDEN RD T SE sze 7154 25 2500 DOUBLE PUBUC <25 SGN16500 TOWN GARDEN RD T SE sze 6967 25 2500 DOUBLE PUBUC <25 SGN19326 TOWN GARDEN RD T SE sze 6967 25 2600 SINGLE PUBUC <25 SGN19330 TOWN GARDEN RD T SE sze 7168 25 2600 SINGLE PUBUC <25 SGN19339 TOWN GARDEN RD T SE sze 6971 40 2500 SINGLE PUBUC 30-40 SGN193e7 TOWN GARDEN RD T SE sze 7104 25 2600 SINGLE PUBUC <25 SGN19377 TOWN GARDEN RD T SE sze 7167 25 2600 SINGLE PUBUC <25 SGN19385 TOWN GARDEN RD T SE sze 7112 25 2600 SINGLE PUBUC <25 SGN19388 TOWN GARDEN RD T SE sze 7100 25 2600 DOUBLE PUBUC <25 SGN19393 TOWN GARDEN RD SL SE sze 7100 25 0 SGN19394 TOWN GARDEN RD SL SE sze 7100 25 2600 SINGLE PUBUC <25 SGN19395 TOWN GARDEN RD T SE sze 7100 25 0 SGN87e8 TRAFALGAR LN T NE SZ2 1057 25 4600 SINGLE PUBUC <25 SGN8771 TRAFALGAR LN T NE SZ2 1057 25 4600 SINGLE PUBLIC <25 SGN8298 TRIESTE DR T NE SZ2 1782 25 4600 SINGLE PUBUC <25 SGN8495 TRIESTE DR T NE SZ2 976 25 3300 SINGLE PUBUC <25 SGN8499 TRIESTE DR T NE SZ2 976 25 3300 DOUBLE PUBLIC <25 SGN8514 TRIESTE DR T NE SZ2 991 25 3700 SINGLE PUBUC <25 SGN85ie TRIESTE DR T NE SZ2 990 25 0 SGN8519 TRIESTE DR T NE SZ2 991 25 3700 SINGLE PUBLIC 30-40 SGN8523 TRIESTE DR T NE SZ2 329 25 3600 SINGLE PUBUC <25 SGN8525 TRIESTE DR T NE SZ2 1601 25 3500 SINGLE PUBUC <25 SGN8528 TRIESTE DR T NE SZ2 977 25 3400 SINGLE PUBUC <25 ^ SGN8531 TRIESTE DR T NE SZ2 1601 25 3400 SINGLE PUBUC <25 SGN9929 TRIESTE DR T NE SZ2 992 25 4100 SINGLE PUBUC <25 T SGN9932 TRIESTE DR T NE SZ2 1784 25 4600 SINGLE PUBLIC <25 61 of 67 SGN6576 TRIGO LN T ISE SZl 204 25 7400 SINGLE PUBUC <25 SGNe578 TRIGO LN T |sE SZl 204 25 7400 SINGLE PUBUC <25 ^N14582 TRITON ST T INW SZS 7391 25 1500 SINGLE PUBLIC 30-40 ^N83e9 TRUESDELL LN T |NW SZl 950 25 2000 SINGLE PUBUC <25 SGN10819 TULIP WAY T |SW SZ4 142 25 1000 SINGLE PUBUC <25 SGN10822 TULIP WAY T Isw SZ4 142 25 1000 SINGLE PUBUC <25 SGN3210 TUOLUMNE PL T NE SZ2 1639 25 4300 SINGLE PUBUC <25 SGN15552 TURNSTONE RD T |sw SZ4 3855 25 1000 SINGLE PUBUC <25 SGN1995 TURNSTONE RD T Isw SZ4 3867 25 1000 DOUBLE PUBUC <25 SGN200e TURNSTONE RD T 1 Isw SZ4 3865 25 1000 SINGLE PUBUC <25 SGN2013 TURNSTONE RD T SW SZ4 3854 25 1000 DOUBLE PUBUC <25 SGN12485 TUTTLE ST T NW SZl 731 25 2400 DOUBLE PUBUC <25 SGN12488 TUTTLE ST T INW SZl 1355 25 2400 SINGLE PUBUC <25 SGN19960 TUTTLE ST T |NW SZl 731 25 2400 SINGLE PUBUC 30-40 SGN 14955 TWAIN AV T INW SZ3 6670 25 2100 DOUBLE PUBUC <25 SGN14957 TWAIN AV T |NW SZ3 6670 25 2100 DOUBLE PUBUC <25 SGN149ei TWAIN AV T INW SZ3 6672 25 2100 DOUBLE PUBUC <25 SGN149e3 TWAIN AV T |NW SZ3 6673 25 2100 SINGLE PUBUC <25 SGN11092 TYLER ST T INW SZl 632 25 3300 SINGLE PUBUC <25 SGN11095 TYLER ST T NW SZl 633 25 3100 SINGLE PUBUC <25 SGN11104 TYLER ST T NW SZl 631 25 3300 SINGLE PUBUC <25 SGN12982 TYLER ST T INW SZl 633 25 3200 SINGLE PUBUC <25 SGN12429 UNICORNIO ST T fsE sze 2174 25 3100 SINGLE PUBUC <25 SGN16898 UNICORNIO ST SL ISE sze 100 25 2600 DOUBLE PUBUC <25 SGN16915 UNICORNIO ST SL ISE sze 5657 25 2900 DOUBLE PUBUC <25 SGN16919 UNICORNIO ST T ISE sze 6294 25 2900 SINGLE PUBUC <25 SGN16923 UNICORNIO ST T ISE sze 104 25 2700 DOUBLE PUBUC <25 '5Nie928 UNICORNIO ST T ISE sze 884 25 2700 DOUBLE PUBUC <25 WGN 17055 UNICORNIO ST SL |sE sze 7480 25 2900 DOUBLE PUBUC <25 SGN7219 UNICORNIO ST ^ 1^^ sze 884 25 2700 SINGLE PUBUC <25 SGN72eO UNICORNIO ST SL |sE sze 882 25 2500 DOUBLE PUBUC <25 SGN7262 UNICORNIO ST T ISE sze 882 25 2500 DOUBLE PUBUC <25 SGN72e5 UNICORNIO ST SL ISE sze 100 25 2600 SINGLE PUBUC <25 SGN7267 UNICORNIO ST SL ISE sze 2364 25 2400 DOUBLE PUBUC <25 SGN7270 UNICORNIO ST R ISE sze 2365 25 2400 DOUBLE PUBUC <25 SGN7272 UNICORNIO ST SL |sE sze 172 25 2400 DOUBLE PUBUC <25 SGN7277 UNICORNIO ST R ISE sze 6051 25 2400 SINGLE PUBUC <25 SGN7280 UNICORNIO ST SL ISE sze 6051 25 2500 DOUBLE PUBUC <25 SGN7512 UNICORNIO ST SL ISE sze 892 25 3000 SINGLE PUBUC >45 SGN7515 UNICORNIO ST SL ISE sze 5416 25 2900 DOUBLE PUBUC <25 SGN7518 UNICORNIO ST SL ISE sze 893 25 2900 DOUBLE PUBUC <25 SGN7520 UNICORNIO ST SL ISE sze 5419 25 2900 DOUBLE PUBUC <25 SGN7522 UNICORNIO ST SL |sE sze 5658 25 2900 DOUBLE PUBUC <25 SGN7532 UNICORNIO ST SL |SE sze 2173 25 3000 SINGLE PUBUC <25 SGN7535 UNICORNIO ST R |SE sze 892 25 0 PUBUC <25 SGN7537 UNICORNIO ST T ISE sze 2173 25 3000 SINGLE PUBUC <25 SGN75ee UNICORNIO ST T ISE sze 103 25 2700 DOUBLE PUBUC <25 SGN7568 UNICORNIO ST SL ISE sze 104 25 2800 SINGLE PUBUC <25 SGN7155 URUBU ST SL ISE SZ7 182 25 6800 DOUBLE PUBUC <25 SGN7158 URUBU ST SL ISE SZl 182 25 6800 SINGLE PUBUC <25 SGN10327 VALENCIA AV T INW SZS 1934 25 1800 SINGLE PUBUC <25 isGN10345 VALENCIA AV T |NW SZS 1935 25 1800 DOUBLE PUBUC <25 JN10349 VALENCIA AV T INW SZS 1936 25 1800 DOUBLE PUBUC <25 1«^N10ei4 VALENCIA AV T INW SZS 1936 25 1800 SINGLE PUBUC <25 SGN8916 VALEWOOD AV T |NE SZl 1617 25 2600 SINGLE PUBUC <25 62 of 67 SGN8919 VALEWOOD AV SL NE SZ2 1618 25 2600 DOUBLE PUBUC <25 SGN 10105 VALLEY PL T NW SZl 1516 25 1800 SINGLE PUBUC <25 SGN 10027 VALLEY ST T NW SZl 1711 25 3700 SINGLE PUBUC <25 / SGN 10106 VALLEY ST T NW SZl 1250 25 3300 SINGLE PUBUC <25 v SGN10115 VALLEY ST T NW SZl 958 25 3100 DOUBLE PUBUC <25 SGN10141 VALLEY ST T NW SZl 300 25 3000 DOUBLE PUBUC <25 SGN10421 VALLEY ST T NW SZl 1481 25 2900 SINGLE PUBUC <25 SGN10425 VALLEY ST T NW SZl 1481 25 2900 DOUBLE PUBUC <25 SGN13272 VALLEY ST T NW SZl 1248 25 3400 SINGLE PUBUC <25 SGN13441 VALLEY ST T NW SZl 1711 25 3600 SINGLE PUBUC <25 SGN13445 VALLEY ST T NW SZl 1248 25 3500 SINGLE PUBUC 30-40 SGN9771 VALLEY ST T NW SZl 1033 25 3800 SINGLE PUBUC 30-40 SGN9780 VALLEY ST T NW SZl 1033 25 3800 SINGLE PUBUC <25 SGN10508 VANCOUVER ST T NE SZ2 1314 25 2700 SINGLE PUBUC <25 SGN10510 VANCOUVER ST T NE SZ2 1314 25 4700 SINGLE PUBUC <25 SGNesee VENADO ST T SE SZl 2486 25 3200 SINGLE PUBUC <25 SGNe959 VENADO ST R SE SZl 2833 25 0 PUBLIC 30-40 SGN69e3 VENADO ST T SE SZl 2833 25 3100 SINGLE PUBUC 30-40 SGN7033 VENADO ST T SE SZl 6801 25 3100 SINGLE PUBUC <25 SGNe988 VERDE AV T SE SZl 3052 25 3100 SINGLE PUBUC <25 SGNe992 VERDE AV T SE SZl 3052 25 3100 DOUBLE PUBUC <25 SGNie881 VERMARINE CT T SE sze 7291 25 6700 DOUBLE PUBUC <25 SGN1486 VERONICA CT T SW SZS 3914 25 1200 SINGLE PUBUC <25 SGN17323 VIA ACRE T SE SZl 4978 25 8000 SINGLE PUBUC <25 SGN1732e VIA ACRE T . SE SZl 4978 25 8000 SINGLE PUBUC <25 SGN17330 VIA ACRE T SE SZl 4976 25 8000 SINGLE PUBUC <25 SGNe4e7 VIA ADELEA T SE SZl 3733 25 7800 SINGLE PUBUC <25 SGNe470 VIA ADELEA T SE SZl 3733 25 7800 SINGLE PUBUC <25 r SGN17264 VIAARCE T SE SZl 4977 25 8000 SINGLE PUBUC <25 S SGN980e VIA AREQUlPA T NW SZS 1949 25 4900 SINGLE PUBUC <25 SGN20035 VIAASTUTO T NE SZl 2966 25 2500 SINGLE PUBUC <25 SGN7552 VIA BARONA T SE sze 6297 25 6500 SINGLE PVT <25 SGN8864 VIA BOCAS T NE SZl 2975 25 2600 SINGLE PVT <25 SGN16984 VIA BORREGOS T SE SZl 5547 25 6800 SINGLE PVT <25 SGN8838 VIA CAJITA T NE SZl 1015 25 3200 SINGLE PVT <25 SGN17396 VIACALENDO T SE SZl 2586 25 7900 SINGLE PUBLIC <25 SGNe287 VIA CALENDO T SE SZl 2586 25 7900 SINGLE PUBUC <25 SGN17016 VIA CANDREJO T SE SZl 2341 15 7000 SINGLE PRIVATE 30-40 SGN17019 VIA CANDRBO T SE SZl 2340 15 7000 SINGLE PRIVATE 30-40 SGN8822 VIACARRIO SL NE SZl 1419 25 2900 SINGLE PVT <25 SGN5585 VIA CHICA T SE SZl 3537 25 7900 SINGLE PUBUC <25 SGN5590 VIA CHICA T SE SZl 3537 25 7900 SINGLE PUBUC 30-40 SGN1382 VIA CONQUISTADOR T SE sze 5617 25 3000 SINGLE PUBUC <25 SGN 1408 VIA CONQUISTADOR T SE sze 5091 25 3000 SINGLE PUBUC <25 SGN2113 VIA CONQUISTADOR T SE sze 5091 25 2900 DOUBLE PUBUC <25 SGN2116-VIA CONQUISTADOR T SE sze 5090 25 2900 DOUBLE PUBUC <25 SGN2ie3 VIA CONQUISTADOR T SE sze 5092 25 2800 DOUBLE PUBUC <25 SGNe442 VIA COSCOJA T SE SZl 3739 25 7800 SINGLE PUBLIC <25 SGNe445 VIA COSCOJA T SE SZl 3739 25 7800 SINGLE PUBUC <25 SGN9011 VIA CRISTOBAL T NE SZl 1414 25 2700 SINGLE PVT <25 S6N20037 VIA DE CANTO T NE SZl 1424 25 3100 SINGLE PVT <25 SGN9075 VIA DE PAZ T NE SZl 2973 25 2900 SINGLE PVT <25 Jl SGN8808 VIA DENISE T NE SZl 562 25 3000 SINGLE PVT •^s ^ SGN9087 VIA ECO T NE SZl 2965 25 2600 SINGLE PVT <25 * SGN6169 VIA EMERADO T SE SZl 4030 25 2900 SINGLE PUBUC <25 63 of 67 SGN5e74 VIA ENSENADA T 1 SE SZ7 3503 25 7900 SINGLE PUBUC <25 SGN8829 VIA ESPARTO T NE SZ2 547 25 2500 SINGLE PVT <25 ^3N7544 VIA ESTRADA T SE sze 2169 25 3000 SINGLE PVT <25 JN5e08 VIA FEUZ T SE SZl 3748 25 7900 SINGLE PUBLIC <25 SGNSeSl VIA FEUZ T SE SZl 3747 25 7900 SINGLE PUBUC <25 SGN5e53 VIA FEUZ T SE SZl 3747 25 7900 SINGLE PUBUC <25 SGN900e VIA FESTIVO T NE SZl 2964 25 2700 SINGLE PVT <25 SGN9803 VIA HINTON T NW SZS 1952 25 4900 SINGLE PUBUC <25 SGN9804 VIA HINTON T NW SZS 1953 25 4900 SINGLE PUBUC <25 SGN5874 VIA HOJA T SE SZl 4052 25 7900 SINGLE PUBUC <25 SGN5878 VIA HOJA T SE SZl 4052 25 7900 SINGLE PUBUC <25 SGNei52 VIA IPANEMA T SE SZl 4018 25 2900 DOUBLE PUBUC <25 SGNeie2 VIA IPANEMA T |SE SZl 4018 25 2900 SINGLE PUBUC <25 SGN19884 VIA IRIS T |SE SZl 7081 0 0 SGN 19887 VIA IRIS T SE SZl 7083 0 0 SGN9008 VIA JU ANITA T NE SZl 1413 25 2700 SINGLE PVT <25 SGN9017 VIA JUDY T NE SZl 2976 25 2700 SINGLE PVT <25 SGN8789 VIA MAGI A T INE SZl 1416 25 2800 SINGLE PVT <25 SGN9795 VIA MARTA SL INW SZS 3391 25 4900 SINGLE PUBUC <25 SGN9802 VIA MARTA T |NW SZS 3391 25 4900 SINGLE PUBUC <25 SGNe03e VIA MIRADOR T ISE SZl 3553 25 7700 SINGLE PUBUC <25 SGN6039 VIA MIRADOR T SE SZl 3553 25 7700 SINGLE PUBUC <25 SGN 10438 VIA NARANJA T |NE SZl 2974 25 2500 SINGLE PVT <25 SGN6435 VIAOPUNITIA T |SE SZl 3641 25 7800 SINGLE PUBUC <25 SGNe438 VIAOPUNITIA T ISE SZl 3641 25 7800 SINGLE PUBUC <25 SGN5578 VIA ORILLA T SE SZl 3602 25 7900 SINGLE PUBUC <25 SGN5581 VIA ORILLA T SE SZl 3602 25 7900 SINGLE PUBUC <25 1N8801 VIA PAJARO SL NE SZl 1417 25 2800 SINGLE PVT <25 -K3N5745 VIA PEPITA T SE SZl 3967 25 2900 DOUBLE PUBUC <25 SGN20038 VIA PLATO SL NE SZl 566 25 2700 SINGLE PVT <25 SGN884e VIA PREMIO T |NE SZl 751 25 3100 SINGLE PVT <25 SGNie77e VIA PUERTA T |SE sze 5753 25 3100 SINGLE PVT ||<25 SGN8794 VIA RICARDO T INE SZl 1430 25 2800 SINGLE PVT <25 SGN8818 VIA ROBERTO T NE SZl 1418 25 2700 SINGLE PVT <25 SGN17428 VIA ROMAZA T SE SZl 4893 25 3000 SINGLE PUBUC <25 SGN6089 VIA ROMAZA T SE SZl 4893 25 3000 SINGLE PUBUC <25 SGN8813 VIA ROSARITO T NE SZl 2984 25 2900 SINGLE PVT <25 SGN5698 VIA SAN CLEMENTE T SE SZl 2608 25 7900 SINGLE PUBUC 30-40 SGN5700 VIA SAN CLEMENTE T SE SZl 2608 25 7900 SINGLE PUBUC <25 SGN8856 VIA SORBETE T NE SZl 318 25 2500 SINGLE PVT <25 SGN17254 VIA TECA T SE SZl 5387 25 7800 SINGLE PUBUC <25 SGNe397 VIA TECA T SE SZl 5387 25 7800 SINGLE PUBLIC <25 SGN8841 VIATONALA T INE SZl 1578 25 3200 SINGLE PVT <25 SGN2003e VIATOPACIO T |NE SZl 1226 25 2800 SINGLE PVT <25 SGN8798 VIA TUUPAN T |NE SZl 1312 25 2700 SINGLE PVT <25 SGN8834 VIA VERA T NE SZl 561 25 2600 SINGLE PVT <25 SGN72e8 VI AN DA CT SL SE sze 2367 25 6800 SINGLE PUBUC <25 SGN2321 VICTORIA AV T NE SZl • 337 25 2700 SINGLE PUBUC 30-40 SGN3e82 VICTORIA AV T NE SZl 338 25 2700 DOUBLE PUBUC <25 SGN37eO VICTORIA AV T NE SZl 1631 25 2700 DOUBLE PUBUC <25 SGN3912 VICTORIA AV T NE SZl 1630 25 2700 DOUBLE PUBUC <25 t5N4057 VICTORIA AV T NE SZl 1630 25 2700 SINGLE PUBUC 30-40 N2796 VIEJA CASTILLA WAY SL SE SZl 2431 25 7500 SINGLE PUBUC <25 f§feN2798 VIEJA CASTILLA WAY R SE SZl 2432 25 7500 SINGLE PUBLIC <25 SGN9ee6 VIEW WAY T NW SZS 7521 25 0 SINGLE PVT <25 64 of 67 SGN13439 VIKING WAY T NW SZl 6603 25 1500 SINGLE PUBUC <25 SGN12055 VILLAGE GREEN DR T SE sze 6966 25 6200 SINGLE PUBUC <25 SGN120e3 VILLAGE GREEN DR T SE sze 6970 25 6200 SINGLE PUBUC <25 J SGN 16420 VILLAGE GREEN DR T SE sze 7090 25 6200 SINGLE PUBLIC 30-40 V SGN19346 VILLAGE GREEN DR T SE sze 7118 25 6200 SINGLE PUBUC <25 SGN19369 VILLAGE GREEN DR T SE sze 6970 25 6200 DOUBLE PUBUC <25 SGN19378 VILLAGE GREEN DR T SE sze 6966 25 6200 SINGLE PUBUC <25 SGN19382 VILLAGE GREEN DR T SE sze 6966 25 6200 SINGLE PUBUC <25 SGN1654 VIOLET CT T SW SZ4 134 25 800 SINGLE PVT <25 SGN19ie VIREO CT SL SW SZS 3342 25 6600 SINGLE PUBUC <25 SGN7261 VISPERA PL SL SE sze 2146 25 6500 SINGLE PUBUC <25 SGN172ei VISTA ACEDERA T SE SZl 4961 25 2800 SINGLE PUBUC <25 SGN172e5 VISTA ACEDERA T SE SZl 4961 25 2800 SINGLE PUBUC <25 SGN7029 VISTA BONITA SL SE SZl 2766 25 3100 SINGLE PVT <25 SGN1724e VISTA CANELA T SE SZl 4865 25 7900 SINGLE PUBUC <25 SGNe242 VISTA CHAPARRAL T SE SZl 4065 25 2200 SINGLE PUBUC <25 SGN16922 VISTA DEL ORO T SE sze 2807 25 2700 SINGLE PVT <25 SGN7701 VISTA DEL ORO T SE sze 2807 25 2700 SINGLE PVT <25 SGN7028 VISTA GRANDE T SE SZl 2768 25 3100 SINGLE PVT <25 SGN17259 VISTA GUYABA T SE SZl 4870 25 7900 SINGLE PUBUC <25 SGN17366 VISTA HIGUERA T SE SZl 4895 25 7800 SINGLE PUBUC <25 SGN17233 VISTA LA NISA T SE SZl 3718 25 2100 SINGLE PUBUC <25 SGN6485 VISTA LAN ISA T SE SZl 3640 25 2200 SINGLE PUBLIC <25 SGNe489 VISTA LA NISA T SE SZl 3703 25 2200 SINGLE PUBUC <25 SGNe953 VISTA MAR SL SE SZl 3324 25 3100 SINGLE PVT <25 SGN17363 VISTA NUNEZ T SE SZl 4872 25 7900 SINGLE PUBUC <25 SGN17245 VISTA PALMA T SE SZl 4862 25 7900 SINGLE PUBUC <25 SGNe954 VISTA RICA T SE SZl 2776 25 3100 SINGLE PVT <25 ^ SGN6721 VISTOSA PL SL SE SZl 344 25 2600 SINGLE PUBLIC <25 ^ SGNe562 VUELTACT T SE SZl 2512 25 2100 SINGLE PUBUC <25 SGN11093 WALNUT AV T NW SZl 676 25 500 SINGLE PUBUC <25 SGN13360 WALNUT AV T NW SZl 677 25 700 SINGLE PUBUC <25 SGN13508 WALNUT AV T NW SZl 692 25 100 SINGLE PUBLIC 30-40 SGN135e7 WALNUT AV T NW SZl 620 25 300 SINGLE PUBLIC <25 SGN13571 WALNUT AV T NW SZl 692 25 200 SINGLE PUBUC <25 SGN136e7 WALNUT AV T NW SZl 676 25 600 SINGLE PUBUC <25 SGN12810 WASHINGTON ST T NW SZl 1240 25 2700 SINGLE PUBUC <25 SGN12902 WASHINGTON ST T NW SZl 648 25 2900 SINGLE PUBUC <25 SGN12940 WASHINGTON ST T NW SZl 649 25 3000 SINGLE PUBUC <25 SGN12946 WASHINGTON ST T NW SZl 648 25 3000 SINGLE PUBUC <25 SGN12948 WASHINGTON ST T NW SZl 649 25 3000 SINGLE PUBUC <25 SGN13566 WASHINGTON ST T NW SZl 1388 25 3300 SINGLE PUBUC <25 SGN10509 WATERBURY WAY T NE SZl 1431 25 2700 SINGLE PUBUC <25 SGN 10513 WATERBURYWAY T NE SZl 1432 25 2700 SINGLE PUBUC <25 SGN15e2e WAYFINDERS CT T SW SZS 6680 25 6400 DOUBLE PUBUC <25 SGN15639 WEATHERLY RD T SW SZS 5284 25 1500 SINGLE PUBUC <25 SGN1977 WEATHERLY RD T SW SZS 5284 25 1500 SINGLE PUBUC <25 SGN10257 WEST CUFF CT T NW SZl 1762 25 1800 SINGLE PUBUC <25 SGN11007 WEST POINT DR T NW SZS 1940 25 1800 SINGLE PVT <25 SGN9974 WESTHAVEN DR T NW SZl 3376 25 3800 SINGLE PUBUC <25 SGN9978 WESTHAVEN DR T NW SZl 3376 25 3800 SINGLE PUBUC <25 SGN9982 WESTHAVEN DR T NW SZl 973 25 3700 DOUBLE PUBLIC <25 Mi SGN9984 WESTHAVEN DR T NW SZl 973 25 3700 SINGLE PUBUC 30-40 f SGN10490 WESTWOOD DR T NW SZl 288 25 3200 DOUBLE PUBUC <25 SGN10493 WESTWOOD DR T NW SZl 1244 25 3200 DOUBLE PUBUC <25 1 65 of 67 SGN8373 WESTWOOD DR T NW SZl 1246 25 2000 SINGLE PUBUC <25 SGN8376 WESTWOOD DR T NW SZl 1246 25 3200 SINGLE PUBUC <25 ^Nie268 WHIMBRELCT T SW SZ4 3550 25 800 SINGLE PUBUC >45 ^N19153 WHIPTAIL LOOP T NE sze 7399 25 0 SINGLE PUBUC <25 SGN19157 WHIPTAIL LOOP T NE sze 7397 25 0 SINGLE PUBUC <25 SGN15844 WHITESAILST T SW SZ4 3463 25 6700 SINGLE PUBUC <25 SGN19957 WHITESAIL ST SL SW SZ4 3463 25 6700 SINGLE PUBUC <25 SGN7895 WHITESANDS CT T NE SZ2 3273 25 3700 SINGLE PUBUC <25 SGNie209 WHITEWATER ST T SW SZ4 5638 25 7100 SINGLE PVT <25 SGN9026 WHITEY DR T NW SZ3 510 25 1700 SINGLE PUBUC <25 SGN9029 WHITEY DR T NW SZ3 510 25 1700 SINGLE PUBUC 30-40 SGN1480e WHITMAN WAY T NW SZ3 6676 25 5100 SINGLE PUBLIC 30-40 SGN14933 WHITMAN WAY T NW SZ3 6675 25 5100 DOUBLE PUBUC <25 SGN149e8 WHITMAN WAY T NW SZ3 6675 25 5100 DOUBLE PUBUC <25 SGN927e WILDROSE TER T SW SZ4 3904 25 6800 SINGLE PUBUC 30-40 SGN19941 WILLOW PL T SW SZS 5528 25 6400 SINGLE PUBUC <25 SGN9457 WILSHIRE AV T NE SZ2 983 25 3600 SINGLE PUBUC 30-40 SGN8884 WILSON ST T NW SZl 1287 25 2800 SINGLE PUBUC <25 SGN8890 WILSON ST T NW SZl 1287 25 2800 SINGLE PUBUC <25 SGN20e9 WIND STAR WAY T SW SZ4 3940 25 1200 SINGLE PUBUC <25 SGN17743 WIND TRAIL WAY T NE SZ2 7596 25 0 PUBUC <25 SGN18614 WIND TRAIL WAY T NE SZ2 7596 25 0 PUBUC <25 SGN15578 WINDFLOWER DR T SW SZ4 3877 25 6500 SINGLE PUBUC <25 SGN15582 WINDFLOWER DR T SW SZ4 3877 25 6500 SINGLE PUBUC <25 SGN10e23 WINDJAMMER WAY T NW SZ3 1918 25 4800 SINGLE PVT <25 SGN162e3 WINDROSE CIR SW SZ4 106 35 7400 DOUBLE PUBUC 30-40 SGN19950 WINDROSE CIR T SW SZ4 2246 35 7400 DOUBLE PUBUC 30-40 1N2612 WINDROSE CIR T SW SZ4 5567 35 7400 DOUBLE PUBUC 30-40 iftfGN2627 WINDROSE CIR T SW SZ4 3309 35 7400 DOUBLE PUBUC 30-40 SGN2e50 WINDROSE CIR T SW SZ4 2246 35 7400 SINGLE PUBUC 30-40 SGN9103 WINDSOR CT T NE SZ2 111 25 2700 SINGLE PUBLIC <25 SGN10459 WINTERGREEN DR NW SZl 1304 25 3000 SINGLE PUBUC <25 SGN12582 WINTERGREEN DR T NW SZl 1303 25 2900 DOUBLE PUBUC <25 SGN12625 WINTERGREEN DR SL NW SZl 1304 25 3000 SINGLE PUBUC <25 SGN9325 WINTERGREEN DR T NW SZl 1302 25 2900 SINGLE PUBUC 30-40 SGN10830 WISTERIA WAY T SW SZ4 2261 25 7200 SINGLE PUBUC <25 SGN10835 WISTERIA WAY T SW SZ4 2261 25 7200 DOUBLE PUBUC <25 SGN10839 WISTERIA WAY SW SZ4 132 25 7200 SINGLE PUBUC <25 SGN10914 WISTERIA WAY T SW SZ4 132 25 7100 SINGLE PUBUC <25 SGN13429 WOODLAND WAY T NW SZl 1028 25 3600 SINGLE PUBUC 30-40 SGN13432 WOODLAND WAY T NW SZl 1027 25 3600 SINGLE PUBUC 30-40 SGN9367 WOODRIDGECIR T NW SZl 3091 25 2800 SINGLE PVT 30-40 SGN20011 WOODSTOCK ST T NE SZ2 498 25 4500 DOUBLE PUBUC <25 SGN20012 WOODSTOCK ST T NE SZ2 498 25 4500 DOUBLE PUBUC <25 SGN20014 WOODSTOCK ST T NE SZ2 1072 25 4600 SINGLE PUBUC <25 SGN20015 WOODSTOCK ST T NE SZ2 1071 25 4600 DOUBLE PUBUC <25 SGN8557 WOODSTOCK ST T NE SZ2 1073 25 4600 DOUBLE PUBUC <25 SGN8559 WOODSTOCK ST T NE SZ2 500 25 4600 DOUBLE PUBUC <25 SGN86e2 WOODSTOCK ST T NE SZ2 497 25 4500 DOUBLE PUBUC <25 SGN86e8 WOODSTOCK ST T NE SZ2 499 25 4500 SINGLE PUBUC 30-40 SGN9973 WOODVALE DR T NW SZl 3377 25 3800 SINGLE PUBUC <25 kj5N9975 WOODVALE DR T NW SZl 3377 25 3800 SINGLE PUBUC <25 ;N992 WRIGHT PL T NW SZ3 2108 30 1900 SINGLE PUBUC 30-40 ^GNie985 XANA WAY T SE SZl 5561 25 6800 SINGLE PUBLIC <25 SGN712e XANA WAY T |SE SZl 5561 25 6800 SINGLE PUBLIC <25 66 of 67 SGN73e9 XANA WAY T SE SZ7 82 25 6600 SINGLE PUBUC <25 SGN7375 XANA WAY T SE sze 897 25 3000 DOUBLE PUBUC <25 SGN7379 XANA WAY T SE sze 898 25 3000 DOUBLE PUBUC <25 r SGN7385 XANA WAY T SE sze 900 25 3000 DOUBLE PUBUC <25 SGN7388 XANA WAY T SE sze 2190 25 3000 DOUBLE PUBUC <25 SGN7391 XANA WAY T SE sze 900 25 3000 DOUBLE PUBUC <25 SGN7402 XANA WAY T SE sze 2190 25 3000 SINGLE PUBUC <25 SGN7534 XANA WAY R SE sze 68 25 0 PUBUC <25 SGN7538 XANA WAY T SE sze 2175 25 3000 SINGLE PUBUC <25 SGN7549 XANA WAY T SE sze 897 25 3000 SINGLE PUBUC <25 SGN7551 XANA WAY T SE sze 2175 25 3000 DOUBLE PUBUC <25 SGN3812 YARROW DR T SW SZ5 871 40 6300 SINGLE PUBUC 30-40 SGN7704 YARROW DR T SW SZ5 870 40 6300 SINGLE PUBUC 30-40 SGN3135 YORK RD T NE SZ2 1615 25 2700 DOUBLE PUBLIC <25 SGN4243 YORK RD T NE SZ2 1615 25 2700 SINGLE PUBUC <25 SGN8921 YORK RD T NE SZ2 1003 25 2700 SINGLE PUBUC <25 SGN8933 YORK RD T NE SZ2 1003 25 2700 DOUBLE PUBUC <25 SGN8782 YOSEMITE ST T NE SZ2 994 25 4300 DOUBLE PUBLIC <25 SGN8785 YOSEMITE ST T NE SZ2 996 25 4300 SINGLE PUBUC <25 SGN8918 YOSEMITE ST SL NE SZ2 994 25 4300 SINGLE PUBUC <25 SGN8872 YOURELLAV T NW SZl 1277 25 1700 SINGLE PUBUC <25 SGN9180 YOURELLAV T NW SZl 765 25 1300 SINGLE PUBUC <25 SGN9195 YOURELLAV T NW SZl 1277 25 1700 SINGLE PUBUC <25 SGN9025 YUKI LN T NW SZ3 1090 25 4300 SINGLE PUBUC <25 SGN 17046 ZAMORA WAY SL SE SZ7 189 25 2200 SINGLE PUBUC <25 SGN17047 ZAMORAWAY T SE SZ7 189 25 2200 SINGLE PUBUC 30-40 SGN7300 ZEBRINA PL T SW SZS 151 25 6900 SINGLE PUBUC <25 SGN18299 ZEPHYR CT T SW SZS 7476 25 0 ^ SGN1422 ZINNIA CT T SW SZ4 2087 25 6800 SINGLE PVT <25 SGN7519 ZIRCON PL SL SE sze 5326 25 2900 SINGLE PVT <25 SGNie863 ZODIAC ST T SE sze 2368 25 2300 SINGLE PUBUC <25 SGN7274 ZODIAC ST SL SE sze 2368 25 2300 SINGLE PUBUC <25 SGN17026 ZUBARON LN T SE SZ7 1137 15 7000 SINGLE PVT 30-40 67 of 67 The following 11 pages includes all anticipated signal mounted street name signs. 1 , . ALGA RD MastArm SE sze 50 0 PUBUC GOOD >45 ISNS ALGA RD MastArm SE sze 50 0 PUBLIC GOOD >45 ISNS ALGA RD MastArm SE sze 50 0 PUBUC GOOD 30-40 ISNS ALGA RD MastArm SE sze 50 0 PUBLIC GOOD SO-40 ISNS ALGA RD MastArm SE sze 50 0 PUBLIC GOOD >45 ISNS ALGA RD MastArm SE sze 50 0 PUBUC GOOD >45 ISNS ALGA RD MastArm SE sze 55 0 PUBUC GOOD >45 ISNS ALGA RD MastArm SE sze 55 0 PUBLIC GOOD >45 ISNS AUCANTE RD MastArm SE sze 40 0 >45 ISNS ALICANTE RD MastArm SE sze 40 0 PUBUC GOOD >45 ISNS AUCANTE RD MastArm SE sze 40 0 PUBUC GOOD SO-40 ISNS ALICANTE RD MastArm SE sze 40 0 PUBUC GOOD 30-40 ISNS ALICANTE ROAD MastArm SE sze 40 0 PUBUC GOOD >45 ISNS AUCANTE ROAD MastArm SE sze 40 0 PUBUC GOOD >45 ISNS AMBROSIA LANE MastArm SW SZS S5 0 PUBUC GOOD SO-40 ISNS AMBROSIA LANE MastArm SW SZS 25 0 PUBUC GOOD SO-40 ISNS APPIAN RD (ARROW) AVENIDA DE ANITA (AR MastArm NE SZ2 25 0 pUBUC GOOD SO-40 ISNS APPIAN RD (ARROW) AVENIDA DE ANITA (AR MastArm NE SZ2 25 0 PUBUC GOOD SO-40 ISNS ASTON AV MastArm NW SZS 25 0 PUBUC GOOD >45 ISNS ASTON AV MastArm NW SZ3 40 0 PUBUC GOOD >45 ISNS AVAIARA PARKWAY MastArm SW SZS 45 0 PUBUC GOOD >45 ISNS AVAIARA PARKWAY MastArm SW SZS 45 0 PUBLIC GOOD >45 ISNS AVENIDA ENCINAS MastArm NW SZS 40 0 PUBUC GOOD SO-40 ISNS AVENIDA ENCINAS MastArm NW SZS 25 0 PUBUC GOOD SO-40 ISNS AVENIDA ENCINAS MastArm SW SZ4 S5 0 PUBUC GOOD SO-40 ISNS AVENIDA LA CIMA MastArm SE SZl 25 0 PUBLIC GOOD >45 ISNS AVENIDA LA CIMA MastArm SE SZl 25 0 PUBUC GOOD >45 ISNS AVENIDA SOLEDAD MastArm SE SZl 25 0 PUBUC GOOD >45 ISNS AVENIDA SOLEDAD MastArm SE SZl 25 0 PUBUC GOOD >45 ISNS AVIARA PARKWAY MastArm SW SZS 40 0 PUBUC GOOD 30-40 ISNS AVIARA PARKWAY MastArm SW SZS 40 0 PUBUC GOOD 30-40 ISNS AVIARA PKWY MastArm SW SZS 45 0 PUBUC GOOD >45 ISNS AVIARA PKWY MastArm SW SZS 40 0 PUBUC GOOD >45 ISNS AVIARA PKWY MastArm SW SZS 40 0 PUBUC GOOD 30-40 ISNS AVIARA PKWY MastArm SW SZS 40 0 PUBUC GOOD 30-40 ISNS AVIARA PKWY MastArm SW SZS 45 0 PUBUC GOOD >45 ISNS AVIARA PKWY MastArm SW SZS 40 0 PUBUC GOOD 30-40 ISNS AVIARA PKWY MastArm SW SZS 40 0 PUBLIC GOOD SO-40 ISNS AVIARA PKWY MastArm SW SZS 40 0 PUBUC GOOD 30-40 ISNS AVIARA PKWY MastArm SW SZS 40 0 PUBUC GOOD SO-40 ISNS AVIARA PKWY MastArm SW SZS 40 0 PUBUC GOOD SO-40 ISNS AVIARA PKWY MastArm SW SZS 40 0 PUBUC GOOD SO-40 ISNS AVIARA PKWY MastArm SW SZS 40 0 PUBUC GOOD SO-40 ISNS AVIARA PKWY MastArm SW SZS 40 0 PUBUC GOOD 30-40 ISNS AVIARA PKWY MastArm SW SZS 45 0 PUBLIC GOOD >45 ISNS AVIARA PKWY MastArm SW SZS 45 0 PUBUC GOOD >45 ISNS AVIARA PKWY MastArm SW SZS 45 0 PUBUC GOOD >45 ISNS BATIQUITOS DR MastArm SW SZ4 45 0 PUBUC GOOD >45 ISNS BATIQUITOS DR MastArm SW SZ4 30 0 PUBLIC GOOD >45 ISNS BATIQUITOS DR/BACCHARIS AVE MastArm SW SZS 25 0 PUBLIC GOOD 30-40 ISNS BATIQUITOS DR/BACCHARIS AVE MastArm SW SZS 40 0 PUBUC GOOD 30-40 ISNS BEECH AVE MastArm NW SZl 25 0 PUBUC GOOD SO-40 ISNS BEECH AVE MastArm NW SZl 25 0 PUBLIC GOOD 30-40 ISNS BLACK RAIL CT MastArm SW SZS 25 0 PUBUC GOOD 30-40 ISNS BLACK RAIL RD MastArm SW SZS 40 0 PUBLIC GOOD >45 ISNS BLACK RAIL RD MastArm SW SZS 40 0 PUBUC GOOD >45 ISNS BLACK RAIL RD MastArm SW SZS 40 0 PUBUC GOOD 30-40 ISNS BRESSI RANCH WAY MastArm SE sze 25 0 PUBUC GOOD >45 ISNS BRESSI RANCH WAY MastArm SE sze 25 0 PUBUC GOOD >45 ISNS CADENCIA ST MastArm SE SZl 40 0 PUBUC GOOD >45 ISNS CADENCIA ST MastArm SE SZl 25 0 PUBLIC GOOD >4S ISNS CALLE ACERVO MastArm SE SZl SO 0 PUBUC GOOD 30-40 ISNS CALLE ACERVO MastArm SE SZl SO 0 PUBUC GOOD SO-40 ISNS CALLE BARCELONA MastArm SW SZl 40 0 PUBLIC GOOD SO-40 ISNS CALLE BARCELONA MastArm SW SZl 40 0 PUBUC GOOD 30-40 ISNS CALLE BARCELONA MastArm SW SZl 40 0 PUBLIC GOOD <25 ISNS CALLE BARCELONA MastArm SE SZl SO 0 PUBLIC GOOD >4S ISNS CALLE BARCELONA MastArm SE SZl 45 0 PUBUC GOOD >45 ISNS CALLE BARCELONA MastArm SW SZl 40 0 PUBUC GOOD >45 ISNS CALLE BARCELONA MastArm SE SZl 45 0 PUBUC GOOD >45 ISNS CALLE BARCELONA MastArm SE SZl 45 0 PUBUC GOOD >45 ISNS CALLE BARCELONA MastArm SE SZl 45 0 PUBUC GOOD >45 ISNS CALLE TIMITEO MastArm SE SZl SO 0 PUBLIC GOOD 30-40 ISNS CALLE TIMITEO MastArm SE SZl SO 0 PUBUC GOOD 30-40 ISNS CAM DE LAS ONDAS MastArm SW SZ4 40 0 PUBLIC GOOD 30-40 ISNS CAMINO DE LAS COCHES MastArm SE SZl 40 0 PUBUC GOOD 30-40 ISNS CAMINO DE LAS COCHES MastArm SE SZl 40 0 PUBUC GOOD 30-40 ISNS CAMINO DE LAS COCHES MastArm SE SZl 40 0 PUBUC GOOD SO-40 ISNS CAMINO DE LAS ONDAS MastArm SW SZS 40 0 PUBUC GOOD >4S ISNS CAMINO DE LAS ONDAS MastArm SW SZ4 40 0 PUBUC GOOD 30-40 ISNS CAMINO DE LAS ONDAS MastArm SW SZS 40 0 PUBUC GOOD >45 ISNS CAMINO DE LOS COCHES MastArm SE SZl 40 0 PUBLIC GOOD 30-40 ISNS CAMINO DE LOS COCHES MastArm SE SZl 40 0 PUBLIC GOOD 30-40 ISNS CAMINO JUNIPERO MastArm SE SZl 25 0 PUBUC GOOD >45 ISNS CAMINO JUNIPERO MastArm SE SZl 45 0 PUBUC GOOD >45 ISNS CAMINO VIDA ROBLE MastArm SE SZS so 0 PUBLIC GOOD >45 ISNS CAMINO VIDA ROBLE MastArm SW SZS 40 0 PUBUC GOOD >45 ISNS CANNON RD MastArm NE SZ2 50 0 PUBLIC GOOD >45 ISNS CANNON RD MastArm NE SZ2 50 0 PUBLIC GOOD >45 ISNS CANNON RD MastArm NW SZ3 50 0 PUBUC GOOD >45 ISNS CANNON RD MastArm NE SZ2 50 0 PUBUC GOOD >45 ISNS CANNON RD MastArm NW SZ2 50 0 PUBUC GOOD >45 ISNS CANNON RD MastArm NW SZ3 50 0 PUBLIC GOOD >45 ISNS CANNON RD MastArm NW SZS 50 0 PUBUC GOOD >45 ISNS CANNON RD MastArm NW SZS 35 0 PUBLIC GOOD 30-40 ISNS CANNON RD MastArm NW SZS 35 0 PUBUC GOOD 30-40 ISNS CANNON RD MastArm NW SZS 50 0 PUBLIC GOOD >45 ISNS CANNON RD MastArm NW SZS 50 0 PUBUC GOOD >45 ISNS CANNON RD MastArm NW SZS 50 0 PUBUC GOOD 30-40 ISNS CANNON RD MastArm NW SZS 50 0 PUBLIC GOOD >45 ISNS CANNON RD MastArm NW SZS 50 0 PUBLIC GOOD >45 ISNS CANNON ROAD MastArm NE SZ2 SO 0 PUBLIC GOOD >45 ISNS CAR COUNTRY DR MastArm NW SZS 35 0 PUBUC GOOD >45 ISNS CAR COUNTRY DR MastArm NW SZS 35 0 PUBLIC GOOD >45 ISNS CAR COUNTRY DR MastArm NW SZS 35 0 PUBLIC GOOD 30-40 ISNS CAR COUNTRY DR MastArm NW SZS 35 0 PUBUC GOOD 30-40 ISNS CARLSBAD BLVD MastArm NW SZl 30 0 PUBLIC GOOD 30-40 ISNS CARLSBAD BLVD MastArm NW SZl SO 0 PUBLIC GOOD <25 ISNS CARLSBAD VILLAGE DR MastArm NE SZ2 40 0 PUBUC GOOD 30-40 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 40 0 PUBUC GOOD 30-40 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 40 0 PUBUC GOOD 30-40 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 25 0 PUBLIC GOOD <25 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 25 0 PUBLIC GOOD <25 ISNS CARLSBAD VILLAGE DR MastArm NE SZ2 40 0 PUBLIC GOOD 30-40 ISNS CARLSBAD VILLAGE DR MastArm NE SZ2 40 0 PUBUC GOOD 30-40 ISNS CARLSBAD VILLAGE DR MastArm NE SZ2 40 0 PUBLIC GOOD 30-40 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 40 0 PUBUC GOOD 30-40 ISNS CARLSBAD VILLAGE DR MastArm NW SZ2 40 0 PUBUC GOOD >45 ISNS CARLSBAD VILLAGE DR MastArm NE SZ2 40 0 PUBUC GOOD >45 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 40 0 PUBLIC GOOD 30-40 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 40 0 PUBLIC GOOD 30-40 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 25 0 PUBLIC GOOD <25 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 40 0 PUBUC GOOD 30-40 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 40 0 PUBLIC GOOD 30-40 ISNS CARLSBAD VILLAGE DR MastArm NE SZ2 40 0 PUBLIC GOOD 30-40 ISNS CARLSBAD VILLAGE DR MastArm NE SZ2 40 0 PUBLIC GOOD 30-40 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS CARLSBAD VILLAGE DR MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS CARLSBAD VILLAGE DR/PENINSULA DR MastArm NE SZ2 25 0 PUBUC GOOD >45 ISNS CARLSBAD VILLAGE DR/PENINSULA DR MastArm NE SZ2 40 0 PUBLIC GOOD >45 ISNS CARRILLO WAY MastArm SE SZS 25 0 PUBUC GOOD >45 ISNS CARRILLO WAY MastArm SE sze 25 0 PUBUC GOOD >45 ISNS CHATHAM RD MastArm NE SZ2 25 0 PUBLIC GOOD 30-40 ISNS CHATHAM RD MastArm NE SZ2 25 0 PUBLIC GOOD 30-40 ISNS CHESNUTAVE MastArm NE SZ2 SO 0 PUBUC GOOD >45 ISNS CHESTNUT AV MastArm NW SZl 35 0 PUBLIC GOOD 30-40 ISNS CHESTNUT AV MastArm NW SZl 35 0 PUBUC GOOD 30-40 ISNS CHESTNUT AVE MastArm NW SZ2 35 0 PUBUC GOOD >45 ISNS COBBLESTONE ROAD/MARIPOSA ROAD MastArm SW SZS 25 0 PUBUC GOOD >45 ISNS COLLEGE BLVD MastArm NE SZ2 45 0 PUBUC GOOD >45 ISNS COLLEGE BLVD MastArm NE SZ2 45 0 PUBLIC GOOD >45 ISNS COLLEGE BLVD MastArm NE SZ2 45 0 PUBUC GOOD >45 ISNS COLLEGE BLVD MastArm NE SZ2 45 0 PUBUC GOOD >45 ISNS COLLEGE BLVD MastArm NE SZ2 45 0 PUBUC GOOD >45 ISNS COLLEGE BLVD MastArm NE SZ2 45 0 PUBLIC GOOD >45 ISNS COLLEGE BLVD MastArm NE SZ2 45 0 PUBUC GOOD >45 ISNS COLLEGE BLVD MastArm NE SZ2 45 0 PUBUC GOOD >45 ISNS COLLEGE BLVD MastArm NE SZ2 45 0 PUBUC GOOD >45 ISNS COLLEGE BLVD MastArm NW SZS 50 0 PUBLIC GOOD >45 ISNS COLLEGE BLVD MastArm NW SZS 50 0 PUBLIC GOOD >45 ISNS COLLEGE BLVD MastArm NW SZS 50 0 PUBLIC GOOD >45 ISNS COLLEGE BLVD MastArm NW SZS 50 0 PUBLIC GOOD >45 ISNS COLLEGE BLVD/AVIARA PARKWAY MastArm SW SZS 45 0 PUBUC GOOD >45 ISNS COLLEGE BLVD/AVIARA PARKWAY MastArm SW SZS 50 0 PUBUC GOOD >45 ISNS CONCORD ST MastArm NE SZ2 25 0 PUBUC GOOD 30-40 ISNS CONCORD ST MastArm NE SZ2 25 0 PUBUC GOOD 30-40 ISNS CORINTIA ST MastArm SE SZl 25 0 PUBUC GOOD 30-40 ISNS CORINTIA ST MastArm SE SZl 25 0 PUBUC GOOD 30-40 ISNS COSTA DEL MAR RD MastArm SW SZ4 25 0 PVT GOOD >45 ISNS COSTA DEL MAR RD MastArm SE SZ4 25 0 PVT GOOD >45 ISNS CRYSTALLINE DR MastArm SW SZ4 25 0 PUBUC GOOD >45 ISNS CRYSTALLINE DR MastArm SW SZ4 25 0 PUBLIC GOOD >45 ISNS DONNA DR MastArm NW SZl 25 0 PUBLIC GOOD 30-40 ISNS DONNA DR MastArm NW SZl 25 0 PUBUC GOOD 30-40 ISNS EAGLE DR MastArm NE sze S5 0 PUBLIC GOOD >45 ISNS EL CAMINO REAL MastArm NW SZ2 35 0 PUBUC GOOD 30-40 ISNS EL CAMINO REAL MastArm NW SZ2 35 0 PUBLIC GOOD 30-40 ISNS EL CAMINO REAL MastArm NE SZ2 35 0 PUBLIC GOOD 30-40 ISNS EL CAMINO REAL MastArm NE SZ2 35 0 PUBUC GOOD 30-40 ISNS EL CAMINO REAL MastArm NW SZ2 35 0 PUBUC GOOD 30-40 ISNS EL CAMINO REAL MastArm NE SZ2 35 0 PUBUC GOOD 30-40 ISNS EL CAMINO REAL MastArm SW SZS 55 0 PUBUC GOOD >45 ISNS EL CAMINO REAL MastArm SE SZS 55 0 PUBUC GOOD >45 ISNS EL CAMINO REAL MastArm NW SZS 55 0 PUBUC GOOD >45 ISNS EL CAMINO REAL MastArm NE SZS 55 0 PUBUC GOOD >45 ISNS EL CAMINO REAL MastArm NW SZ3 55 0 PUBLIC GOOD >45 ISNS EL CAMINO REAL MastArm SE SZS 55 0 PUBUC GOOD >45 ISNS EL CAMINO REAL MastArm SW SZS 55 0 PUBLIC GOOD >45 ISNS EL CAMINO REAL MastArm SW SZ4 55 0 PUBLIC GOOD >45 ISNS EL CAMINO REAL MastArm SW SZl 55 0 PUBLIC GOOD >45 ISNS EL CAMINO REAL MastArm SE SZl 55 0 PUBUC GOOD >45 ISNS EL CAMINO REAL MastArm SW SZ4 55 0 PUBLIC GOOD >45 ISNS EL CAMINO REAL MastArm SE SZ4 55 0 PUBLIC GOOD >45 ISNS EL CAMINO REAL MastArm SE SZS 55 0 PUBLIC GOOD >45 ISNS EL CAMINO REAL MastArm NW SZS 55 0 PUBUC GOOD >45 ISNS EL CAMINO REAL MastArm NE SZS 55 0 PUBUC GOOD >45 ISNS EL CAMINO REAL MastArm NW SZS 55 0 PUBUC GOOD >45 ISNS EL CAMINO REAL MastArm SW SZ7 55 0 PUBUC GOOD >45 ISNS EL CAMINO REAL MastArm SE SZl 55 0 PUBLIC GOOD >45 ISNS EL CAMINO REAL MastArm NE SZl 55 0 PUBLIC GOOD >45 ISNS EL CAMINO REAL MastArm NW SZl 55 0 PUBUC GOOD >45 ISNS EL CAMINO REAL MastArm NW SZl 55 0 PUBUC GOOD >45 ISNS EL CAMINO REAL MastArm NE SZl 55 0 PUBLIC GOOD >45 ISNS EL CAMINO REAL MastArm NE SZ2 55 0 PUBLIC GOOD >45 ISNS EL CAMINO REAL MastArm SW SZ7 55 0 PUBUC GOOD >45 ISNS EL CAMINO REAL MastArm SE SZS 55 0 PUBLIC GOOD >45 ISNS EL FUERTE ST MastArm SE SZ7 35 0 PUBUC GOOD 30-40 ISNS EL FUERTE ST MastArm SE SZl 35 0 PUBUC GOOD 30-40 ISNS EL FUERTE ST MastArm SE SZS 45 0 PUBLIC GOOD >45 ISNS EL FUERTE ST MastArm SE sze 45 0 PUBUC GOOD >45 ISNS EL FUERTE ST MastArm SE sze 45 0 PUBUC GOOD >45 ISNS EL FUERTE ST MastArm NE sze 45 0 PUBUC GOOD >45 ISNS EL FUERTE ST MastArm NE sze 45 0 PUBUC GOOD >45 ISNS EL FUERTE ST MastArm SE sze 45 0 PUBUC GOOD >45 ISNS EL FUERTE ST MastArm SE sze 45 0 PUBUC GOOD >45 ISNS EL FUERTE ST MastArm SE sze 35 0 PUBLIC GOOD >45 ISNS EL FUERTE ST MastArm SE sze 35 0 PUBUC GOOD >45 ISNS EL FUERTE STREET MastArm SE sze 45 0 PUBLIC GOOD >45 ISNS ESTRELLA DE MAR RD MastArm SE SZ6 25 0 PUBUC GOOD >45 ISNS ESTRELLA DE MAR RD MastArm SE sze 25 0 PUBLIC GOOD >45 ISNS FARADAY SAFETY CENTER MastArm NW SZS 40 0 PUBUC GOOD >45 ISNS FARADAY AV MastArm NW SZS 40 0 PUBLIC GOOD >45 ISNS FARADAY AV MastArm NW SZS 40 0 PUBLIC GOOD >45 ISNS FARADAY AVE MastArm NW SZS 40 0 PUBUC GOOD >45 ISNS FARADAY AVE MastArm NW SZS 40 0 PUBUC GOOD >45 ISNS FARADAY AVE MastArm NW SZS 40 0 PUBUC GOOD 30-40 ISNS FARADAY AVE MastArm NW SZS 40 0 PUBLIC GOOD 30-40 ISNS FARADAY AVE MastArm NE SZS 45 0 PUBUC GOOD >45 ISNS FARADAY AVE MastArm NE SZS 45 0 PUBUC GOOD >45 ISNS FARADAY AVE MastArm NE sze 50 0 ISNS FARADAY AVE MastArm NE sze 50 0 PUBUC GOOD >45 ISNS FARADAY AVE MastArm NE sze 50 0 PUBUC GOOD >45 ISNS FARADAY AVE MastArm NE sze 50 0 PUBUC GOOD >45 ISNS FARADAY AVENUE MastArm NW SZS 40 0 PUBUC GOOD >45 ISNS FARADAY AVENUE MastArm NW SZS 40 0 PUBLIC GOOD 30-40 ISNS FARADAY AVENUE/ SAFETY CENTER MastArm NE SZS 40 0 PUBUC GOOD >45 ISNS Fire Station 6 MastArm SE SZl 55 0 PUBUC GOOD >45 ISNS Fire Station 6 MastArm SE SZl 55 0 PUBUC GOOD >45 ISNS FROST AV MastArm NW SZS 25 0 PUBLIC GOOD >45 ISNS FROST AVE MastArm NW SZ3 25 0 PUBLIC GOOD >45 ISNS GATEWAY RD MastArm SE sze 40 0 PUBUC GOOD >45 ISNS GATEWAY RD MastArm SE sze 40 0 PUBUC GOOD >45 ISNS GRAND AVE MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS GRAND AVE MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS GRAND AVE MastArm NW SZl 25 0 PUBLIC GOOD <25 ISNS GRAND AVE MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS GRAND PACIFIC DR MastArm NW SZS 25 0 PVT GOOD >45 ISNS GRAND PACIFIC DR MastArm NW SZS 25 0 PVT GOOD >45 ISNS GREENHAVEN DR MastArm SE sze 25 0 PUBUC GOOD >45 ISNS GREENHAVEN RD MastArm SE sze 25 0 PUBUC GOOD >45 ISNS HARDING ST MastArm NW SZl 25 0 PUBLIC GOOD <25 ISNS HARDING ST MastArm NW SZl 25 0 PUBLIC GOOD <25 ISNS HEMINGWAY DR MastArm NW SZS 25 0 PUBUC GOOD >45 ISNS HEMINGWAY DR MastArm NW SZS 25 0 PUBUC GOOD >45 ISNS HIGHLAND DR MastArm NW SZl 25 0 PUBLIC GOOD 30-40 ISNS HIGHLAND DR MastArm NW SZl 25 0 PUBLIC GOOD 30-40 ISNS HILLTOP STREET MastArm NE SZ2 25 0 PUBLIC GOOD >45 ISNS HILLTOP STREET MastArm NE SZ2 25 0 PUBUC GOOD >45 ISNS HOSP WAY MastArm NE SZ2 SO 0 PUBUC GOOD 30-40 ISNS HOSP WY MastArm NW SZ2 SO 0 PUBLIC GOOD 30-40 ISNS INLET DR/RED BLUFF PL MastArm NE SZ2 25 0 PUBLIC GOOD >45 ISNS JACKSPAR DR/RANCHO CARLSBAD DR MastArm NE SZ3 25 0 PVT GOOD >45 ISNS JACKSPAR DR/RANCHO CARLSBAD DR MastArm NW SZS 35 0 PUBUC GOOD >45 ISNS JEFFERSON ST MastArm NW SZl 35 0 PUBUC GOOD 30-40 ISNS JEFFERSON ST MastArm NW SZl 35 0 PUBLIC GOOD 30-40 ISNS JEFFERSON ST MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS JEFFERSON ST MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS KESTREL DRIVE MastArm SW SZS 35 0 PUBLIC GOOD 30-40 ISNS KESTREL DRIVE MastArm SW SZS 35 0 PUBLIC GOOD 30-40 ISNS KINGFISHER LN MastArm SW SZS 25 0 PVT GOOD 30-40 ISNS KINGFISHER LN MastArm SW SZS 25 0 PVT GOOD 30-40 ISNS LA COSTA AV MastArm SE SZl 45 0 PUBLIC GOOD >45 ISNS LA COSTA AV MastArm SW SZ4 55 0 PUBLIC GOOD >45 ISNS LA COSTA AV MastArm SE SZ7 45 0 PUBLIC GOOD >45 ISNS LA COSTA AVE MastArm SE SZ7 45 0 PUBUC GOOD >45 ISNS LA COSTA AVE MastArm SE SZl 45 0 PUBUC GOOD >45 ISNS LA COSTA AVE MastArm SW SZ4 55 0 PUBUC GOOD >45 ISNS LA COSTA AVE MastArm SE SZl 35 0 PUBUC GOOD 30-40 ISNS LA COSTA AVE MastArm SE SZl 35 0 PUBLIC GOOD 30-40 ISNS LA COSTA AVE MastArm SE SZ4 35 0 PUBLIC GOOD >45 ISNS LA COSTA AVENUE MastArm SE SZ7 45 0 PUBLIC GOOD >45 ISNS LA COSTA TOWNE CENTER MastArm SW SZ7 25 0 PUBUC GOOD >45 ISNS LA COSTA TOWNE CENTER MastArm SE SZ7 25 0 PUBUC GOOD >45 ISNS LAUREL TREE LN MastArm SW SZS 25 0 PUBLIC GOOD >45 ISNS LAUREL TREE LN MastArm SW SZS 25 0 PUBLIC GOOD >45 ISNS LEGOLAND DR MastArm NW SZS SO 0 PUBUC GOOD >45 ISNS LEGOLAND DR MastArm NW SZS 30 0 PUBUC GOOD >45 ISNS LEVANTE ST MastArm SW SZl 25 0 PUBLIC GOOD >45 ISNS LEVANTEST MastArm SE SZl 35 0 PUBUC GOOD >45 ISNS LIONSHEAD AV MastArm NE sze 50 0 PUBUC GOOD >45 ISNS UONSHEAD AV MastArm NE sze 50 0 PUBLIC GOOD >45 ISNS LOKER AVE WEST/ INNOVATION WAY MastArm SE sze 30 0 PUBLIC GOOD >45 ISNS LOKER AVE WEST/ INNOVATION WAY Mast/krm SE sze 30 0 PUBUC GOOD >45 ISNS MADISON ST MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS MADISON ST MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS MANZANITA ST MastArm SW SZ5 25 0 PUBUC GOOD 30-40 ISNS MANZANITA ST MastArm SW SZ5 25 0 PUBUC GOOD 30-40 ISNS MARIPOSA ROAD/COBBLESTONE ROAD MastArm SW SZS 25 0 PUBUC GOOD >45 ISNS MARRON RD MastArm NW SZ2 40 0 PUBUC GOOD 30-40 ISNS MARRON RD MastArm NW SZl 40 0 PUBUC GOOD >45 ISNS MARRON RD MastArm NE SZ2 35 0 PUBUC GOOD 30-40 ISNS MARRON RD/JEFFERSON ST MastArm NW SZl 40 0 PUBUC GOOD 30-40 ISNS MARRON RD/JEFFERSON ST MastArm NW SZl 40 0 PUBLIC GOOD 30-40 ISNS MCCELLAN PALOMAR AIRPORT MastArm SW SZS 25 0 PUBUC GOOD >45 ISNS ^) ) MELROSE DR MastArm SE SZ6 55 0 PUBUC GOOD >45 ISNS MELROSE DR MastArm SE SZ6 55 0 PUBLIC GOOD >45 ISNS MELROSE DR MastArm SE sze 55 0 PUBLIC GOOD >45 ISNS MELROSE DR MastArm NE SZ6 55 0 PUBLIC GOOD >45 ISNS MELROSE DR MastArm NE sze 55 0 PUBLIC GOOD >45 ISNS MELROSE DRIVE MastArm SE sze 55 0 PUBUC GOOD >45 ISNS MELROSE DRIVE MastArm SE sze 55 0 PUBLIC GOOD >45 ISNS MELROSE DRIVE MastArm SE sze 55 0 PUBLIC GOOD >45 ISNS MELROSE DRIVE MastArm SE sze 55 0 PUBUC GOOD >45 ISNS MELROSE DRIVE MastArm SE sze 55 0 PUBLIC GOOD >45 ISNS MELROSE DRIVE MastArm SE sze 55 0 PUBLIC GOOD >45 ISNS MICA ROAD MastArm SE sze 30 0 PUBLIC GOOD >45 ISNS MICA ROAD MastArm SE sze 30 0 PUBLIC GOOD >45 ISNS MIMOSA DRIVE MastArm SW SZS 25 0 PUBLIC GOOD 30-40 ISNS MIMOSA DRIVE MastArm SW SZ5 25 0 PUBUC GOOD 30-40 ISNS MONROE ST MastArm NW SZl 45 0 PUBUC GOOD >45 ISNS MONROE ST MastArm NW SZl 45 0 PUBUC GOOD 30-40 ISNS MONROE ST MastArm NW SZl 25 0 PUBLIC GOOD 30-40 ISNS ORION ST MastArm NE SZS 25 0 PUBLIC GOOD >45 ISNS ORION ST MastArm NE SZS 25 0 PUBUC GOOD >45 ISNS PALOMAR AIRPORT RD MastArm NW SZS 55 0 PUBUC GOOD >4S ISNS PALOMAR AIRPORT RD MastArm SE sze 55 0 PUBUC GOOD >45 ISNS PALOMAR AIRPORT RD MastArm SE sze 55 0 PUBUC GOOD >45 ISNS PALOMAR AIRPORT RD MastArm NE sze 55 0 PUBUC GOOD >45 ISNS PALOMAR AIRPORT RD MastArm SW SZS 55 0 PUBLIC GOOD >45 ISNS PALOMAR AIRPORT RD MastArm NW SZS 55 0 PUBLIC GOOD >45 ISNS PALOMAR AIRPORT RD MastArm SW SZS 55 0 PUBUC GOOD >45 ISNS PALOMAR AIRPORT RD MastArm NW SZS 55 0 PUBUC GOOD >45 ISNS PALOMAR AIRPORT RD MastArm SW SZS 35 0 PUBUC GOOD >45 ISNS PALOMAR AIRPORT RD MastArm NW SZS 45 0 PUBUC GOOD >45 ISNS PALOMAR AIRPORT RD MastArm NE SZS 55 0 PUBUC GOOD >45 ISNS PALOMAR AIRPORT RD MastArm SW SZS 55 0 PUBUC GOOD >45 ISNS PALOMAR AIRPORT RD MastArm SW SZ3 55 0 PUBUC GOOD >4S ISNS PALOMAR AIRPORT RD MastArm SW SZS 55 0 PUBLIC GOOD >45 ISNS PALOMAR OAKS WAY MastArm NW SZS 35 0 PUBUC GOOD >45 ISNS PALOMAR OAKS WY MastArm SW SZS 30 0 PUBLIC GOOD >45 ISNS PASEO AUSO MastArm SE SZl 25 0 PUBUC GOOD >45 ISNS PASEO AUSO MastArm SE SZl 25 0 PUBUC GOOD >4S ISNS PASEO AVELLANO MastArm SE SZl 30 0 PUBUC GOOD >45 ISNS PASEO AVELLANO MastArm SE SZl 25 0 PUBLIC GOOD >45 ISNS PASEO CORTO MastArm SE sze 25 0 PUBUC GOOD >45 ISNS PASEO DEL NORTE MastArm NW SZS 40 0 PUBUC GOOD 30-40 ISNS PASEO DEL NORTE MastArm NW SZS 40 0 PUBUC GOOD 30-40 ISNS PASEO DEL NORTE MastArm NW SZS 40 0 PUBLIC GOOD 30-40 ISNS PASEO DEL NORTE MastArm NW SZS 40 0 PUBUC GOOD 30-40 ISNS PASEO DEL NORTE MastArm NW SZ3 35 0 PUBUC GOOD 30-40 ISNS PASEO DEL NORTE MastArm SW SZ4 40 0 PUBLIC GOOD 30-40 ISNS PASEO DEL NORTE MastArm SW SZ4 40 0 PUBUC GOOD 30-40 ISNS PASEO DEL NORTE MastArm SW SZS 40 0 PUBUC GOOD >45 ISNS PASEO DEL NORTE MastArm SW SZS 40 0 PUBLIC GOOD >45 ISNS PASEO DEL NORTE MastArm NW SZS 35 0 PUBLIC GOOD 30-40 ISNS PASEO DEL NORTE MastArm NW SZS 35 0 PUBUC GOOD 30-40 ISNS PASEO ESCUELA MastArm SE sze 25 0 PUBUC GOOD >45 ISNS PASEO ESCUELA MastArm SE sze 25 0 PUBUC GOOD >45 ISNS PASEO LUPINO MastArm SE SZ7 25 0 PUBUC GOOD >45 ISNS PASEO LUPINO MastArm SE SZl 25 0 PUBUC GOOD >45 ISNS PASEO VAUNDO MastArm SE sze 35 0 PUBUC GOOD >45 ISNS PIO PICO DR MastArm NW SZl 35 0 PUBUC GOOD 30-40 ISNS PIO PICO DR MastArm NW SZl 35 0 PUBUC GOOD 30-40 ISNS PIO PICO DR MastArm NW SZl 35 0 PUBLIC GOOD 30-40 ISNS PLAZA DR MastArm NW SZ2 25 0 PUBUC GOOD 30-40 ISNS PLAZA DR MastArm NE SZ2 25 0 PUBUC GOOD 30-40 ISNS PLUM TREE ROAD MastArm SW SZS 25 0 PUBUC GOOD >45 ISNS PLUM TREE ROAD MastArm SW SZS 25 0 PUBUC GOOD >45 ISNS POINSETTIA LANE MastArm SE sze 50 0 PUBLIC GOOD >45 ISNS POINSETTIA LANE MastArm SE sze 50 0 PUBLIC GOOD >45 ISNS POINSETTIA LANE MastArm SE sze 50 0 PUBLIC GOOD >45 ISNS POINSETTIA LANE MastArm SE sze 55 0 PUBUC GOOD >45 ISNS POINSETTIA LN MastArm SW SZ5 50 0 PUBLIC GOOD >45 ISNS POINSETTIA LN MastArm SW SZ5 50 0 PUBLIC GOOD >45 ISNS POINSETTIA LN MastArm SE sze 50 0 PUBUC GOOD >45 ISNS POINSETTIA LN MastArm SW SZ5 50 0 PUBLIC GOOD >45 ISNS POINSETTIA LN MastArm SE SZS 50 0 PUBLIC GOOD >45 ISNS POINSETTIA LN MastArm SW SZS 50 0 PUBLIC GOOD >45 ISNS POINSETTIA LN MastArm SW SZ4 50 0 PUBLIC GOOD >45 ISNS POINSETTIA LN MastArm SW SZS 50 0 PUBLIC GOOD >45 ISNS POINSETTIA LN MastArm SW SZ4 50 0 PUBLIC GOOD >45 ISNS POINSETTIA LN MastArm SE sze 50 0 PUBUC GOOD >45 ISNS POINSETTIA LN MastArm SE sze 50 0 PUBUC GOOD >45 ISNS POINSETTIA LN MastArm SE sze 50 0 PUBUC GOOD >45 ISNS POINSETTIA LN MastArm SW SZ4 50 0 PUBLIC GOOD >45 ISNS POINSETTIA LN MastArm SW SZ4 50 0 PUBUC GOOD >45 ISNS POINSETTIA LN MastArm SE sze 55 0 PUBLIC GOOD >45 ISNS POINSETTIA LN MastArm SE sze 55 0 PUBUC GOOD >45 ISNS PONTIAC DR MastArm NE SZ2 25 0 PUBLIC GOOD 30-40 ISNS PONTIAC DR MastArm NE SZ2 25 0 PUBUC GOOD 30-40 ISNS PRIESTLY DRIVE MastArm NW SZS 40 0 PUBUC GOOD 30-40 ISNS PRIESTLY DRIVE MastArm NW SZS 40 0 PUBUC GOOD 30-40 ISNS QUARTZ WAY MastArm SE sze 25 0 PUBUC GOOD >45 ISNS QUARTZ WAY MastArm SE sze 25 0 PUBLIC GOOD >45 ISNS RANCHO BRAVADO MastArm SE sze 35 0 PUBUC GOOD >45 ISNS RANCHO BRAVADO MastArm SE sze 25 0 PUBUC GOOD >45 ISNS RANCHO SANTA FE RD MastArm SE SZl 55 0 PUBLIC GOOD >45 ISNS RANCHO SANTA FE RD MastArm SE SZl 45 0 PUBLIC GOOD >45 ISNS RANCHO SANTA FE RD MastArm SE SZl 55 0 PUBLIC GOOD >45 ISNS RANCHO SANTA FE RD MastArm SE SZl 50 0 PUBUC GOOD >45 ISNS RANCHO SANTA FE RD MastArm SE SZl 55 0 PUBUC GOOD >45 ISNS RANCHO SANTA FE RD MastArm SE SZl 50 0 PUBUC GOOD >45 ISNS RANCHO SANTA FE RD MastArm SE SZl 50 0 PUBUC GOOD >45 ISNS RANCHO SANTA FE ROAD MastArm SE SZl 55 0 PUBUC GOOD >45 ISNS RED BLUFF PL/INLET DR MastArm NE SZl 25 0 PUBUC GOOD >45 ISNS RICH FIELD DR/RIFT RD MastArm NE SZl 25 0 PUBUC GOOD >45 ISNS RICH FIELD DR/RIFT RD MastArm NE SZl 25 0 PUBUC GOOD >45 ISNS ROMERIA ST MastArm SE SZl 25 0 PUBLIC GOOD >45 ISNS ROMERIA ST MastArm SE SZl 25 0 PUBUC GOOD >45 ISNS ROOSEVELT ST MastArm NW SZl 25 0 PUBLIC GOOD <25 ISNS ROOSEVELT ST MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS ROOSEVELT ST MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS ROOSEVELT ST MastArm NW SZl 25 0 PUBLIC GOOD <25 ISNS SAN ELIJO ROAD MastArm SE SZl 25 0 PUBUC GOOD >45 ISNS SAN ELIJO ROAD MastArm SE SZl 45 0 PUBUC GOOD >45 ISNS SAXONY RD MastArm SW SZ4 25 0 PUBUC GOOD >45 ISNS SAXONY RD MastArm SW SZ4 25 0 PUBLIC GOOD >45 ISNS SNAPDRAGON DR MastArm SW SZ4 25 0 PUBUC GOOD >45 ISNS SNAPDRAGON DR MastArm SW SZ4 25 0 PUBUC GOOD >45 ISNS STAGECOACH PARK/MAVERICK WAY MastArm SE SZl 25 0 PUBLIC GOOD 30-40 ISNS STATE COACH PARK/MAVERICK WAY MastArm SE SZl 25 0 PUBLIC GOOD >45 ISNS STATE ST MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS STATE ST MastArm NW SZl 25 0 PUBLIC GOOD <2S ISNS STATE ST MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS STATE ST MastArm NW SZl 25 0 PUBUC GOOD <25 ISNS TAMARACK AV MastArm NE SZ2 35 0 PUBUC GOOD 30-40 ISNS TAMARACK AV MastArm NE SZ2 45 0 PUBLIC GOOD 30-40 ISNS TAMARACK AV MastArm NE SZ2 35 0 PUBUC GOOD >45 ISNS TAMARACK AV MastArm NE SZ2 30 0 PUBLIC GOOD >45 ISNS TAMARACK AV MastArm NE SZ2 45 0 PUBUC GOOD >45 ISNS TAMARACK AVE (N) MastArm NE SZ2 30 0 PUBUC GOOD >45 ISNS The Crossings Drive/Hidden Valley Road MastArm SW SZS 40 0 PUBUC GOOD >45 ISNS TOWN GARDEN RD MastArm SE sze 40 0 PUBLIC GOOD 30-40 ISNS TOWN GARDEN RD MastArm SE SZS 25 0 PUBUC GOOD 30-40 ISNS TOWN GARDEN ROAD MastArm SE SZS 40 0 PUBUC GOOD >45 ISNS TOWN GARDEN ROAD MastArm SE SZS 40 0 PUBUC GOOD >45 ISNS VALLEY ST MastArm NW SZl 25 0 PUBUC GOOD 30-40 ISNS VAN ALLEN WY MastArm NW SZS 30 0 PUBUC GOOD 30-40 ISNS VAN ALLEN WY MastArm NW SZ3 25 0 PUBUC GOOD 30-40 ISNS VIBA CASTILLA WAY MastArm SE SZl 25 0 PUBLIC GOOD >45 ISNS VIBA CASTILLA WAY MastArm SE SZl 25 0 PUBLIC GOOD >45 ISNS WHIPTAIL LOOP E MastArm NE sze 45 0 PUBLIC GOOD >45 ISNS WHIPTAIL LOOP E MastArm NE sze 45 0 PUBUC GOOD >45 ISNS WHIPTAIL LOOP W MastArm NE sze 45 0 PUBUC GOOD >45 ISNS WHIPTAIL LOOP W MastArm NE sze 45 0 PUBUC GOOD >45 ISNS WIND TRAIL WAY MastArm NE SZ2 25 0 PUBUC GOOD >45 ISNS WIND TRAIL WAY MastArm NE SZ2 25 0 PUBLIC GOOD >45 ISNS WOODFERN LANE MastArm SW SZ7 25 0 PVT GOOD 30-40 ISNS XANA WAY MastArm SE sze 25 0 PUBUC GOOD >45 ISNS XANAWY MastArm SE sze 25 0 PUBUC GOOD >45 ISNS YARROW DR MastArm SW SZS 40 0 PUBUC GOOD >45 ISNS