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Home My WebLink About1281-1297 CARLSBAD VILLAGE DR; ; PC060038; Permit01-032008 City of Carlsbad 1635 Faraday Av Carlsbad CA 92008 Plan Check Permit No PC060038 Building Inspection Request Line (760) 602 2725 Job Address Permit Type Parcel No Valuation Reference # Project Title PLANCK 1561905300 $000 SDP05 13 Lot# Construction Type CBAD MEDICAL VILLAGE 5 BUILDIN MEDICAL OFFICE SHELLS Applicant CARLSBAD MEDICAL VILLAGE L P C/O RUSS RIES 9225 DOWDY DR #106 SAN DIEGO CA 92126 Status Applied Entered By Plan Approved Issued Inspect Area Owner CARLSBAD MEDICAL VILLAGE L P C/O RUSS RIES 9225 DOWDY DR #106 SAN DIEGO CA 92126 PENDING 06/30/2006 RMA Plan Check Fee Additional Fees $000 $000 Total Fees $0 00 Total Payments To Date $0 00 Balance Due $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired 03-01 2007 City of Carlsbad 1635 Faraday Av Carlsbad CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB061884 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 1281 CARLSBAD VILLAGE DR CBAD COMMIND Sub Type COMM 1561905400 Lot# 0 $31335700 Construction Type VN Reference # CT050019 CBAD MEDICAL VILLAGE BLDG E 3915 SF MEDICAL SHELL BLDG Status Applied Applicant CARLSBAD MEDICAL VILLAGE L P C/0 RUSS RIES 9225 DOWDY DR #106 SAN DIEGO CA 92126 Plan Approved Issued Inspect Area Plan Check# Owner CARLSBAD MEDICAL VILLAGE L P C/O RUSS RIES 9225 DOWDY DR #106 SAN DIEGO CA 92126 PENDING 06/30/2006 Entered By PC060038 RMA Building Permit Add I Building Permit Fee Plan Check Add I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add I Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add I Pot Water Con Fee Reel Water Con Fee $120568 Meter Size $0 00 Add I Reel Water Con Fee $783 69 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $6580 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $000 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $7 174 00 Master Drainage Fee D1 Sewer Fee $453 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $220 00 $6 901 00 $000 $570310 $5 264 40 $000 $000 $4 586 40 $4 233 60 $5600 $41000 $000 $000 $2 271 99 $000 $287 00 $000 $3961566 Total Fees $39 615 66 Total Payments To Date $630 44 Balance Due $38 985 22 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired 03-01-2007 City of Carlsbad 1635 Faraday Av Carlsbad CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB061885 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 1285 CARLSBAD VILLAGE DR CBAD COMMIND Sub Type COMM 1561905400 Lot# 0 $36138100 Construction Type VN References CT050019 CBAD MEDICAL VILLAGE BLDG D 4515 SF MEDICAL SHELL BUILDING Status Applied Plan Approved Issued Inspect Area Plan Check# PENDING 06/30/2006 Entered By PC060038 RMA Applicant CARLSBAD MEDICAL VILLAGE L P C/O RUSS RIES 9225 DOWDY DR #106 SAN DIEGO CA 92126 Owner Building Permit Add I Building Permit Fee Plan Check Add I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add I Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add I Pot Water Con Fee Reel Water Con Fee $1 353 52 Meter Size $0 00 Add I Reel Water Con Fee $879 79 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $7589 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $000 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $657713 $6 071 20 $000 $000 $5 288 40 $4 881 60 $5600 $41000 $000 $000 $2 627 97 $000 $000 $000 $28 221 50 Total Fees $28 221 50 Total Payments To Date $630 44 Balance Due $27 591 06 FINAL APPROVAL ^ Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previously been aiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise exoired \/ 03 01-2607 City of Carlsbad 1635 Faraday Av Carlsbad CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602 2725 CB061886 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 1289 CARLSBAD VILLAGE DR CBAD COMMIND Sub Type COMM 1561905300 Lot# 0 $42141100 Construction Type VN Reference # CT050019 CBAD MEDICAL VILLAGE BLDG C 5265 SF MEDICAL SHELL BUILDING Status Applied Plan Approved Issued Inspect Area Plan Check# PENDING 06/30/2006 Entered By PC060038 RMA Applicant CARLSBAD MEDICAL VILLAGE L P C/O RUSS RIES 9225 DOWDY DR #106 SAN DIEGO CA 92126 Owner Building Permit Add I Building Permit Fee Plan Check Add I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add I Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add I Pot Water Con Fee Reel Water Con Fee $1 538 32 Meter Size $0 00 Add I Reel Water Con Fee $999 91 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $8850 PFF (3105540) $0 00 PFF (4305540) $000 License Tax (3104193) $0 00 License Tax (4304193) $0 00 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $000 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $000 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $7 669 68 $7 079 70 $000 $000 $6 15420 $5 680 80 $5600 $41000 $000 $000 $3 067 71 $000 $000 $000 $32 744 82 Total Fees $32 744 82 Total Payments To Date $630 45 Balance Due $3211437 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired 03 01 2007 City of Carlsbad 1635 Faraday Av Carlsbad CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB061887 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 1293 CARLSBAD VILLAGE DR CBAD COMMIND Sub Type COMM 1561905300 Lot# 0 $36138100 Construction Type VN Reference* CT050019 CBAD MEDICAL VILLAGE BLDG B 4515 SF MEDICAL SHELL BUILDING Status Applied Plan Approved Issued Inspect Area Plan Check# PENDING 06/30/2006 Entered By PC060038 RMA Applicant CARLSBAD MEDICAL VILLAGE L P C/O RUSS RIES 9225 DOWDY DR #106 SAN DIEGO CA 92126 Owner Building Permit Add I Building Permit Fee Plan Check Add I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add I Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add I Pot Water Con Fee Reel Water Con Fee $1 353 52 Meter Size $0 00 Add I Reel Water Con Fee $879 79 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $7589 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $657713 $6 071 20 $000 $000 $5 288 40 $4 881 60 $5600 $41000 $000 $000 $2 627 97 $000 $000 $000 $28 221 50 Total Fees $28 221 50 Total Payments To Date $630 45 Balance Due $27 591 05 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired 03-01-2007 City of Carlsbad 1635 Faraday Av Carlsbad CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB061888 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 1297 CARLSBAD VILLAGE DR CBAD COMMIND Sub Type COMM 1561905300 Lot# 0 $42141100 Construction Type VN Reference* CT050019 CBAD MEDICAL VILLAGE BLDG A 5265 SF MEDICAL SHELL BUILDING Status Applied Plan Approved Issued Inspect Area Plan Check* PENDING 06/30/2006 Entered By PC060038 RMA Applicant CARLSBAD MEDICAL VILLAGE L P C/0 RUSS RIES 9225 DOW DYDR #106 SAN DIEGO CA 92126 Owner Building Permit Add I Building Permit Fee Plan Check Add I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add I Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add I Pot Water Con Fee Reel Water Con Fee $1 53832 Meter Size $0 00 Add I Reel Water Con Fee $999 91 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $8850 PFF (3105540) $0 00 PFF (4305540) $000 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $000 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $7 669 68 $7 079 70 $000 $000 $6 15420 $5 680 80 $5600 $41000 $000 $000 $306771 $000 $000 $000 $32 744 82 Total Fees $32 744 82 Total Payments To Date $630 45 Balance Due $3211437 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any tees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired icr&f-(3 hn m c,fz> PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave Carlsbad CA 92008 0618101-2 004U 06/30/2006 nul 33 FOR i PLAN CHECK NO EST VAL V Plan Ck Deposit xj Validated By" f / f/i^ff—/ / /"I ~~lTl 7 vv—^*' a 1. CARLSBAD VILLAGE DRIVE (NUMBER(S) NOT YET ASSIGNED)CARLSBAD MEDICAL VILLAGE Address (include Bldg/Suite #) PORTION OF TRACT 119 OF CARLSBAD LANDS MAP 1661 Business Name (at this address) Legal Description 156-190 53 AND 156 19054 Lot No Subdivision Name/Number VACANT Unit No Phase No MEDICAL OFFICF Total # of units Assessor's Parcel # 5 DETACHED SINGLE-STORY MOB SHELLS Existing Use 23 475 S F (1)ONE Proposed Use N/A N/A Description of Work SQ FT # of Stories # of Bedrooms # of Bathrooms AARON WERNER (LCMWARCHITECTS) 9B4SJ.RM.-i nCViD. CUITC SO. Name Address HiPSwcswnr ; p USSELRIES D, AgeetferCootmotor, 9225 DOWDY DRIVE SUITE 106 Address CARLSBAD MEDICAL VILLAGE L P 9225 DOWDY DRIVE SUITE 106 a? Jt n-5£$c SAN DIEGO (858) 271-4520 Name Address City State/Zip Telephone # (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License # Designer Name State License # Address License Class Address ^_™jf2SSSs8SiiM<i AiiAiiL.^, City City State/Zip Citv Business License # State/Zip Telephone # Telephone # Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations D I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued D I have and will maintain workers compensation as required by Section 3700 of the labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company _ Policy No _ Expiration Date _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hund d thousand d II s($100000) in add t on t the t f mp s tion damages are prov ded fo nS t 3706 fth Labor Code nt t d tt m y' f SIGNATURE _ DATE _ I hereby affirm that I am exempt from the Contractor s icense Law for the following reason D I as owner of the property or my employee with wages as their sole compensation will d the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himsef or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) &. I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or imp oves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) D I am exempt under Section _ Business and Professions Code for this reason I personally plan to provide the m jor labor and materials for construction of the proposed property improvement D YES D MO I mavephave not) signed an application for a building permit for the proposed work I have contracted with the following person (firm) to provide the proposed construction (include name / address /phone number / contractors license number) -'+ctorf /„ r I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the m^jor work (include name / address / phone number / /ontractors license number) I will provide some of the work bu* I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) tpERTY OWNER SIGNATURE WHITE File YELLOW Applicant PINK Finance DATE PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave Carlsbad CA 92008 Page 2 of 2 Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration for or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act' DYES K NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' D YES K NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' D YES K NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code) LENDERS NAME LENDERS ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGEMENTS COSTS AND OSHA An OSHA permit is required for excavations of 5 0 deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE .DATE WHITE File YELLOW Applicant PINK Finance 6490 Mar industry PI San Diego CA 92121 (858) 587 1901 Uc. #444203 June 7,2007 Michael Peterson Building Inspection Dept CITY OF CARLSBAD 2075 Las Palmas Dr Carlsbad, CA 92009 Re Carlsbad Medical Center To Mr Michael Peterson BYCOR is taking responsibility for placement of concrete at buildings O&E without City Inspection The project s engineers and special inspector have provided letters, field and lab reports that the soil, rebar placement and concrete were installed per plans and specifications Should you have any questions, please feel free to call me Thank youl Sincerely, BYCOR GENERAL CONTRACTORS, INC Project Superintendent cc Larry Rowe ^GSSI Transmittal Structural Engineers je| (619) 687-J810 Date June 4,2007 Attn Mike Peterson Tel Company Carlsbad Bldg Dept Fax 760-720-1623 Project Carlsbad Medical Village Project Number 60094 From Bill Schell, S £ Comments. Mr Peterson Based upon telephone discussions with the general contractor, Bycor, and special inspection reports by Carl Schmidt Inspection Services, Inc, dated May 23-25, 2007, we concur that the in situ condition of the rebar in the footings was constructed per plans and specifications Bill Schell 2445 Fifth Avenue Suite 300 San Diego California 92101 Tel (619) 687-3810 Fax. (619) 687-3814 Carlsbad Medical Village, L P 9225 Dowdy Drive Suite 106 San Diego CA 92126 (858) 271 4520 June 7 2007 Mr Michael Peterson Developmental Services Department City of Carlsbad 1635 Faraday Avenue Carlsbad CA 920087314 RE Carlsbad Medical Village CT 05 19 / PUD 05 15 / SDP 05 13 Dear Mr Peterson The purpose of this letter is to approve BYCOR General Contractors acceptance of responsibility for placement of concrete at building D&E of the above referenced project without city of Carlsbad inspection Prior to the placement of concrete the project engineer and special inspector ascertained that the rebar placement and soil preparation were per plans and specifications They have provided letters field reports and lab reports to substantiate this and that the concrete was installed correctly Sincerely Russell Ries Managing Member PACIFIC SOILS ENGINEERING, INC 7715 CONVOY COURT SAN DIEGO CALIFORNIA 92111 TELEPHONE (858) 560 1713 NOTICE OF EXCAVATION INSPECTION JOB LOCATION . WORK ORDER NO REF WORK ORDER NO U 1 0 // OWNER OR CONTRACTOR £M'/7~ /-Z. ADDRESS //6>A//7 DATE INSPECTED May TYPE OF EXCAVATIONS CONTINUOUS FOOTING CAISSON FRICTION PILE SWIMMING POOL DESCRIPTION OF EXCAVATIONS COVERED BY THIS NOTICE SPREAD FOOTING. OTHER fil V X CONDITIONS OF flit I UJNF_fr-. 7//fC il/1/JLL ft. The undersigned has inspected the excavations listed above on the referenced property and same were excavated in accord ance with our recommendations in the preliminary foundation report and the Building Code of the TI Cf PACIFIC SOILS!ENGINEERING INC BY Ui SIGNATURE DISTR (1) Office (2) Inspector (3) Project Form 79 EsGil Corporation In Partnership with government for (Buihfing Safety DATE March 7, 2007 JURISDICTION CARLSBAD PLAN CHECK NO PC06 0038 SET HI PROJECT ADDRESS PORTION OF TRACK 119 OF MAP 1661 PROJECT NAME CARLSBAD MEDICAL VILLAGE (Bldgs A through E) ANT PLAN REVIEWER a FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction s building codes XI The plans transmitted herewith will substantially comply with the jurisdiction s building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant s copy of the check list has been sent to Aaron Werner (LCMW AIA) 9845 Erma Road #205 SD Ca92131 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Aaron Telephone # 858-695-0444 Date contacted Jiff0*7 (b$&) Fax # 858-6958922 Mail Telephone Fax y In Person XI REMARKS The applicant to complete sign and return the attached Special Inspection List to the city for review & approval prior to the permit being issued Yiflirrrltnrrjtiril^fiiTn-rrrrr^^ 8pjmem\ CITY NOTE Applicant to add backwater valves @ each building sewer connection or at mam connection to public sewer on either the Civil or plumbing plans prior to permit issuance By Eric Jensen Esgil Corporation IE1 GA D MB D EJ D PC 9320 Chesapeake Drive Suite 208 Enclosures 11/27 San Diego California 92123 tmsmtldot (858)560 1468 + Fax (858) 560 1576 EsGil Corporation In (Partnership with government for <Buifding Safety DATE DEC 5, 2OO6 JURISDICTION CARLSBAD Q PLAN REVIEWER a FILE PLAN CHECK NO PC06-0038 SET II PROJECT ADDRESS PORTION OF TRACK 119 OF MAP 1661 PROJECT NAME CARLSBAD MEDICAL VILLAGE (Bldgs A through E) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction s building codes I I The plans transmitted herewith will substantially comply with the jurisdiction s building codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant s copy of the check list has been sent to Aaron Werner (LCMW AIA) 9845 Erma Road #205 SD Ca92131 Esgil Corporation staff did not advise the applicant that the plan check has been completed 1X3 Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Aaron Telephone # 858-695-0444 Date contacted /i.f^foU(by £**) Fax # 858-695-8922 Mail >—Telephone Fax^ In Person XI REMARKS The applicant to complete sign and return the attached Special Inspection List to the city for review & approval prior to the permit being issued By All Sadre Enclosures Esgil Corporation IEI GA D MB D EJ D PC 11/27 trnsmtldot 9320 Chesapeake Drive Suite 208 + San Diego California 92123 + (858)5601468 + Fax (858) 560 1576 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No PC06-0038 Job Address or Legal Description PORTION OF TRACK 119 OF MAP 1661 Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego Los Angeles or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate materials structural changes or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet (over) SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION PLAN CHECK NUMBER OWNER S NAME I as the owner or agent of the owner (contractors may not employ the special inspector) certify that I or the architect/engineer of record will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 Signed I as the engineer/architect of record certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above E gi eer's/Ar hit ct S I AS g lure H ra Signed 1 List of work requiring special inspection [X] Soils Compliance Prior to Foundation Inspection Kl Structural Concrete Over 2500 PSI n Prestressed Concrete [X] Structural Masonry D Designer Specified E] Field Welding [X] High Strength Bolting [>3 Expansion/Epoxy Anchors n Sprayed-On Fireproofmg D Other 2 Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above A B C B 3 Duties of the special inspectors for the work listed above A Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site PLUMBING AND MECHANICAL CORRECTIONS * JURISDICTION Carlsbad DATE 12/5/06 * PLAN REVIEW NUMBER PC06-0038 SET II PLAN REVIEWER Glen Adamek 43 The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued The construction drawings for the private site plumbing drawings are not signed Each sheet of the plans must be signed by the person responsible for their preparation before the permits are issued Business and Professions Code PLUMBING (2000 UNIFORM PLUMBING CODE) 45 The Sewer and Water Plan, Sheet 5 of 7 of the Grading & Erosion Control Plans are incomplete as construction drawings for the Site Plumbing A) Show the slope of the private sewer systems B) Correct the sewer cleanout locations to provide the maximum spacing between cleanouts to be 100 feet maximum C) The plans do not show the sizes of the water meters As per the UPC, Chart A-1 and the pressure losses used m the water line sizing minimum 1 inch water meters are required 46 The Sewer and Water Plan, Sheet 5 of 7 of the Grading & Erosion Control Plans do not show any up stream manhole elevations and does not address the requirements for backwater valves Please show the upstream sewer manhole rim elevation compared to the future plumbing fixture flood rim elevations As per UPC Section 710 1 provide backwater valves on all building drains which serve plumbing fixtures with flood rim elevations below the upstream manhole rim elevations Only fixtures with flood rim levels below the upstream manhole rim elevation may flow through a backwater valve Note If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468 To speed the review process note on this list (or a copy) where the corrected items have been addressed on the plans EsGil Corporation In Partners flip with government for (Building Safety DATE JULY 14, 2006 a APPLICANT JURISDICTION CARLSBAD /a PLAN REVIEWER U FILE PLAN CHECK NO PC06-0038 SET I PROJECT ADDRESS PORTION OF TRACK 119 OF MAP 1661 PROJECT NAME CARLSBAD MEDICAL VILLAGE (Bldgs A through E) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction s building codes The plans transmitted herewith will substantially comply with the jurisdiction s building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck X] The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant s copy of the check list has been sent to Aaron Werner (LCMW AIA) 9845 Erma Road #205 S D Ca 92131 Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Aaron ci/w) Telephone # 858-695-0444 Date e&feMxT 4/lTr (by )/y) Fax # 858-695-8922 Mail ^/telephone -^ Fax /m Person REMARKS By Ah Sadre Enclosures Esgil Corporation IE! GA IE! MB D EJ D PC 7/5 trnsmtldot 9320 Chesapeake Drive Suite 208 + San Diego California 92123 4 (858)560 1468 + Fax (858) 560 1576 CARLSBAD PCO6 0038 JULY 14, 2006 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO PC06 O038 OCCUPANCY B JURISDICTION CARLSBAD USE MEDICAL OFFICE TYPE OF CONSTRUCTION V-N/SPR ACTUAL AREA BUILDING A = 52 65 B = 4515 C = 5265 D = 4515 E = 3915 TOTAL = 23 475 BASIC ALLOWABLE FLOOR AREA 8KX3(SPR ) = 24K STORIES ONE SPRINKLERS'? Y REMARKS DATE PLANS RECEIVED BY JURISDICTION 6/30 DATE INITIAL PLAN REVIEW COMPLETED JULY 14, 2006 HEIGHT 18 OCCUPANT LOAD 50 MAX DATE PLANS RECEIVED BY ESGIL CORPORATION 7/05 PLAN REVIEWER Ah Sadre FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code Uniform Plumbing Code Uniform Mechanical Code National Electrical Code and state laws regulating energy conservation noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department Engineering Department Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Code sections cited are based on the 1997 UBC The following items listed need clarification modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3 1997 Uniform Building Code the approval of the plans does not permit the violation of any state county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i e. plan sheet number, specification section, etc Be sure to enclose the marked up list when you submit the revised plans CARLSBAD PC06-OO38 JULY 14, 2OO6 • GENERAL 1 Please make all corrections on the originals and submit three revised stamped & signed complete sets of prints to The jurisdiction s building department • PLANS 2 Please provide statements on the Title Sheet of the plans to show compliance with the current Codes The following are the current Codes • The 2001 edition of the California Building Code (CBC) adopts the 1997 Uniform Building Code (UBC) and the 2001 California Amendments • The 2004 edition of the California Electrical Code (CEC) adopts the 2002 National Electrical Code (NEC) and the 2004 California Amendments • The 2001 edition of the California Mechanical Code (CMC) adopts the 2000 Uniform Mechanical Code (UMC) and the 2001 California Amendments • The 2001 edition of the California Plumbing Code (CPC) adopts the 2000 Uniform Plumbing Code (UPC) and the 2001 California Amendments • The 2005 edition of the California Energy Efficiency Standards 3 A reminder that all sheets of the revised plans and the first sheet of the revised calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation Please include the California license number seal date of license expiration and the date plans are signed Business & Professions Code 4 Provide a Building Code Data Legend on the Title Sheet Include the following code information for each building proposed • Occupancy Group B - Ok as noted • Description of Use Medical Offices - Ok as noted • Type of Construction II 1Hr -Ok as noted • Sprinklers Yes (Through out the Building) - Ok as noted • Stories One - Ok as noted • Height 19 -Okas noted • Floor Area Buildings A & C = 5 265s f (each) Buildings B & D = 4 515s f (each) Building E = 3915 Total Building Areas = 23 475 s f • Justification to exceed allowable area m Table 5 B Allowable total area as shown is 8k x 3 (Spr) = 24k > 23 475 s f - Thus Ok 5 Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as not included on site plan or Title Sheet Sec 10633 le site walls gates fences signage etc 6 On the cover sheet of the plans specify any items that will have a deferred submittal (stairs elevators etc) Also note on plans per Sec 106342 Submittal documents for deferred items shall be submitted to the architect or engineer of record who shall review them and forward them to the building official with a notation indicating that the deferred documents have been reviewed and that they have been found to be in general conformance with the design of the building The deferred items shall NOT be installed until their design and submittal documents have been approved by the building official CARLSBAD PCO6 OO38 JULY 14, 2006 7 Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E 8 When special inspection is required the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Complete the attached form Sec 10635 9 Indicate on the Title Sheet of plans whether or not a grading permit is required for this project • SITE PLAN 10 Provide a statement on the site plan stating All property lines easements and buildings both existing and proposed are shown on this site plan 11 Show on site plans all proposed walls fences signage etc Specify their heights on plans Provide construction details or note they are under a separate permit 12 Show the location of any designated flood plains open space easements or other development restricted areas on the site plan • EXIT SIGNS 13 If exit signs are required provide the following notes on the plans per Section 1003 282 a) Exit signs shall be located as necessary to clearly indicate the direction of egress travel b) Exit signs shall be readily visible from any direction of approach 14 Show two sources of power for the lamps at exit signs Section 1003 285 15 Exit signs are required whenever two exits are required Show all required exit sign locations Sec 10032 82 • FIRE EXTINGUISHING 16 Note on the plans When serving more than 100 sprinkler heads automatic sprinkler systems shall be supervised by an approved central proprietary or remote station service or shall be provided with a local alarm which will give an audible signal at a constantly attended location Section 904 3 • DISABLED ACCESS 17 Please see attached for HC accessible items to be reflected on plans Reminder that the number of HC accessible parking spaces may have to be changed for medical offices • MISCELLANEOUS 18 Please complete blank bubbles references to xx/xx it pi etc on plans 19 Specify size ICBO number and manufacturer of power driven pins for non-bearing partitions Show edge end distance and spacing Section 106 3 3 CARLSBAD PC06-0038 JULY 14, 2006 20 Show 22 x30 attic access to each separated attic area i e located in a hallway with mm 30 headroom clearance required above the opening Section 1505 1 21 Note on plans that surface water will dram away from building and show drainage pattern Section 1804 7 22 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 (see exceptions) a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors b) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface c) Individual fixed or operable panels other than those locations described above that meet all of the following conditions i) Exposed area of an individual pane is greater than 9 square feet and n) Exposed bottom edge is less than 18 inches above the floor and HI) Exposed top edge is greater than 36 inches above the floor and iv) One or more walking surfaces are within 36 inches horizontally of the plane of the glazing • STRUCTURAL 23 Please submit a copy of the soils report to EsGil for review 24 For buildings adjacent to slopes steeper than 3 1 note on the plans 'On graded sites the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 plus 2 percent Provide elevations on the site plan to show compliance Section 1806 5 5 25 Provide a letter from the soils engineer confirming that the foundation plan grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents 26 Please specify all header sizes on framing plans 27 Please show staggered nailing for the S W with capacity over 350plf Detail 12/S1 2 28 Clarify detail S5 1/S5 as referenced on Sheet S2 2 roof framing plans 29 Please complete blank bubbles i e S2 3 etc on structural plans 30 Please specify the GLB curvature on Sheet S2 5 31 Please reference all the details as per Sheet S6 on plans 32 Provide truss details and truss calculations for this project Specify truss identification numbers on the plans 33 Please provide evidence that the engmeer-of-record (or architect) has reviewed the truss calculation package prepared by others (i e a review stamp on the truss calculations or a letter) Section 106 3 4 1 CARLSBAD PC06 0038 JULY 14, 20O6 • ADDITIONAL 34 Please see attached for P/M/E & HC items 35 To speed up the review process note on this list (or a copy) where each correction item has been addressed i e plan sheet note or detail number calculation page etc The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive Suite 208 San Diego California 92123 telephone number of 858/560-1468 to perform the plan review for your project If you have any questions regarding these plan review items please contact Ah Sadre at Esgil Corporation Thank you ELECTRICAL AND ENERGY CORRECTIONS PLAN REVIEWER Morteza Beheshti • ELECTRICAL (2002 NATIONAL ELECTRICAL CODE) 36 All electrical sheets of the plans are required to be signed by the California licensed engineer responsible for the plan preparation Please include the California license number seal date of license expiration and the date the plans are signed Business and Professions Code • ENERGY CONSERVATION 37 Please provide a complete envelope energy design as required for a new shell building 38 The completed and signed ENV-1-C and OLTG-1-C forms must be imprinted on plans 39 Include all Parts of energy forms ENV-1-C and OLTG-1-C onto the plans 40 A complete energy plan check will be preformed when completed and/or corrected energy design has been provided 41 Specify the following mandatory measures and provide the electrical design for the exterior lighting o All outdoor luminaries with lamps rater over 100 watts must have a lamp efficacy of at least 60 lumens/watt or be controlled by a motion sensor (mercury vapor & large incandescent do not comply) o Cut off shielding for outdoor luminaries rated greater than 175 watts o The method of providing automatic shut off controls (and) o The method of providing multilevel switching 42 Include completed exterior site lighting energy calculation forms to demonstrate compliance with the outdoor lighting illumination levels for general site illumination and for specific lighting application locations Note If you have any questions regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 560-1468 To speed the review process note on this list (or a copy) where the corrected items have been addressed on the plans CARLSBAD PCO6-O038 JULY 14, 2006 PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER Glen Adamek 43 Each sheet of the plans must be signed by the person responsible for their preparation before the permits are issued Business and Professions Code The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued 44 Please provide statements on the Title Sheet of the plans to show compliance with the current Codes The following are the current Codes a) The 2001 edition of the California Building Code (CBC) adopts the 1997 Uniform Building Code (UBC) and the 2001 California Amendments b) The 2004 edition of the California Electrical Code (CEC) adopts the 2002 National Electrical Code (NEC) and the 2004 California Amendments c) The 2001 edition of the California Mechanical Code (CMC) adopts the 2000 Uniform Mechanical Code (UMC) and the 2001 California Amendments d) The 2001 edition of the California Plumbing Code (CPC) adopts the 2000 Uniform Plumbing Code (UPC) and the 2001 California Amendments e) The 2005 edition of the California Energy Efficiency Standards PLUMBING (2000 UNIFORM PLUMBING CODE) 45 Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter and the sizes routes and slopes of the building sewer storm drainage system site gas lines and site water lines The Civil Drawings provided do not include the construction drawings for the site water and site sewer systems 46 Please show the upstream sewer manhole rim elevation As per UPC Section 710 1 provide backwater valves on all building drains which serve plumbing fixtures with flood rim elevations below the upstream manhole rim elevations Only fixtures with flood rim levels below the upstream manhole rim elevation may flow through a backwater valve 47 Correct the water line sizing calculations on sheet P-1 0 a) Clearly show the sizes and locations of the water meters and correct the water line sizing calculations to include the pressure losses at the water meters as per UPC Chart A-1 b) Clearly show the allowed friction loss per 100 feet of pipe used in the Water Pipe Sizing Schedule MECHANICAL (2000 UNIFORM MECHANICAL CODE) 48 No mechanical plans provided Shell building mechanical design is OK Note If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468 To speed the review process note on this list (or a copy) where the corrected items have been addressed on the plans CARLSBAD PCO6-OO38 JULY 14, 2006 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2001 edition of California Building Code Title 24 Per Section 101 17 11 all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities NOTE All Figures & Tables referenced in this checklist are printed in the California Building Code Title 24 Please reflect the following items on plans Alternatively they may be rephrased and imprinted on plans • SITE PLAN REQUIREMENTS 1 Show that an accessible route of travel is to be provided to all portions of the building to accessible building entrances and between the building and the public way per Section 1114B 1 2 • ACCESSIBLE PARKING 2 Each lot or parking structure where parking is provided for the public as clients guests or employees shall provide accessible parking as required by Section 1129B 3 Show on the site plan the required number of accessible parking spaces for new facilities Per Table 11B 7 the minimum number of spaces is a) 1 for each 25 spaces up to 100 total spaces b) 1 additional space for each 50 spaces for between 101 and 200 total spaces 4 For outpatient medical facilities show that a minimum of 10% of the total number of spaces will be accessible If the facility specializes in treatment of people with mobility impairments a minimum of 20% of the total spaces are required to be accessible See Section 1129B 3 5 At least one in every 8 accessible parking spaces shall be served by an access aisle >96 in width and designated as VAN ACCESSIBLE per Section 1129B 4 2 6 The words NO PARKING shall be painted on the ground within each loading and unloading access aisle (in white letters no less than 12 high and located so that it is visible to traffic enforcement officials) Section 1129B42 7 Ramps shall not encroach into any accessible parking space or the adiacent access aisle Section 1129B43 City of Carlsbad ""*•' " ' "1^ "~~~""lMB^HBPWPMHttBM^^H^MB^HHBmMi^^BMmBuilding Department BUILDING OEPARFMENT NOTICE OF REQUIREMENT FOR SPECIAL 1NSPFCTION DQ Not Remove From Plans Plan Check No PCO6-OO38 Job Address or Legal Description PORTION OF TRACK 1 19 OF MAP 1661 Carlsbad Medical 9225 Dowdy Drive, Suite 106 Village, L P Address San Diego, CA 92126 You are hereby notified that in addition to the inspection of construction provided by the Building Department an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department pnor to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego Los Angeles or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate materials structural changes or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of thi!> sheet (over) T7 nn n7 cy AON CARLSBAD PCO6-OO38 JULY 14, 2006 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION 1281 - 1297 Carlsbad Village PLAN CHECK NUMBER PC 06-0038 OWNER'S NAME Carlsbad Medical Village, L P I as the owner or agent of the owner (contractors may not employ the special inspector), certify that I or the architect/engineer of record will be responsible for employing the special mspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 Signed I, as the engineer/architect of record certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Signed Bnalnmn/AicMi cusul t roH ra 1 List of work requiring special inspection [X] Soils Compliance Prior to Foundation Inspection £3 Structural Concrete Over 2500 PSI n Prestressed Concrete d3 Structural Masonry n Designer Specified 03 Field Welding Kl High Strength Bolting I3 Expansion/Epoxy Anchors D Sprayed-On Fireproofing D Other _ 2 Narne(s) of mdividual(s) or firm(s) responsible for the special inspections listed above A Pacific Soils Engineering, I.nc B Carl Schmidt Inspection Services C 3 Duties of the special inspectors for the work listed above A soils compliance B listed special inspections except soils Special inspectors shall check In with the City and present their credentials for approval prior to beginning work on the job site CARLSBAD PCO6-OO38 JULY 14, 2006 VALUATION AND PLAN CHECK FEE JURISDICTION CARLSBAD OO38 PLAN CHECK NO PC06- PREPARED BY All Sadre DATE JULY 14, 2006 BUILDING ADDRESS PORTION OF TRACK 119 OF MAP 1661 BUILDING A BUILDING OCCUPANCY B TYPE OF CONSTRUCTION V-N/ SPR BUILDING PORTION OFFICE Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 5265 5265 5265 CB 1004 lIRr Rnilrlinn Pprmit FPP •'V Valuation Multiplier •s4-ee> -?•?. ft 466 288 By Ordinance Reg Mod i VALUE ($) jg_426T465 tyGfoZT <2T53B 15163 -4667t63 4^\H^ $1,67692 1994 UBC Plan Check Fee $1 090 00 Type of Review GO Repetitive FeeRepeats Complete Review D Other ,—| Hourly Structural Only Hour* Esqil Basic Fee 93908 Esgil Plan Review Fee Repetitive Fee (Each) 234 77 $1 17384 Comments Building C is similar Sheet 1 of 3 macvalue doc VALUATION AND PLAN CHECK FEE JURISDICTION CARLSBAD OO38 PLAN CHECK NO PCO6- PREPARED BY All Sadre DATE JULY 14, 2006 BUILDING ADDRESS PORTION OF TRACK 119 OF MAP 1661 BUILDING B BUILDING OCCUPANCY B TYPE OF CONSTRUCTION V N/ SPR BUILDING PORTION OFFICE Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 4515 4515 4515 CB Valuation Multiplier ««81 00' -T7«u 466 288 By Ordinance Reg Mod VALUE ($) .36571-6 3Y&3T7 i&rttG 13003 -•399,738 3&I.S8& 1994 UBC Building Permit Fee 1994 UBC Plan Check Fee Type of Review PI Repetitive FeeRepeats 0 Complete Review D Other r-1 Hourly Structural Only Hour Esgil Basic Fee 82351 Esgil Plan Review Fee Repetitive Fee (Each) 205 88 Comments Building D is similar $1 470 56 $955 86 $1,02939 Sheet 2 of 3 macvalue doc VALUATION AND PLAN CHECK FEE JURISDICTION CARLSBAD OO38 PLAN CHECK NO PC06 PREPARED BY Ah Sadre DATE JULY 14, 2006 BUILDING ADDRESS PORTION OF TRACK 119 OF MAP 1661 BUILDING E BUILDING OCCUPANCY B TYPE OF CONSTRUCTION V N/ SPR BUILDING PORTION OFFICE Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 3915 3915 3915 CB Valuation Multiplier 81 00 11 (<* 466 288 By Ordinance Reg Mod VALUE ($) •aims !>o2 »g{ te-2zw 11 275 _2j£fi.fiftd ^(1^S"€ 1994 UBC Building Permit Fee 1994 UBC Plan Check Fee Type of Review I Repetitive FeeRepeats Complete Review D Other r—i Hourly Structural Only Hour Esgil Plan Review Fee $1 307 32 $849 76 $732 10 Comments Sheet 3 of 3 macvalue doc CARLSBAD PC06-0038 JULY 14, 2006 VALUATION AND PLAN CHECK FEE JURISDICTION CARLSBAD PLAN CHECK NO PC06-OO38 PREPARED BY All Sadre REVISED JULY 18, 2006 DATE JULY 14, 2006 BUILDING ADDRESS PORTION OF TRACK 119 OF MAP 1661 BUILDING A BUILDING OCCUPANCY B TYPE OF CONSTRUCTION V-N/ SPR BUILDING PORTION OFFICE Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 5265 5265 CB 1QQ4 IIRT RinlHinn Permit FPP ^ Valuation Multiplier 7716 288 By Ordinance Reg Mod VALUE ($) ? 406 247 15163 421,411 $1,53832 1994 UBC Plan Check Fee Type of Review bil Repetitive Fee~ _ 1 Repeats1 ™ i $999 91 Complete Review D Other HourlyD Structural Only Hour Esgil Basic Fee 86146 Esgil Plan Review Fee Repetitive Fee (Each) 215 36 $1,07682 Comments Building C is similar macvalue doc Sheet 1 of 3 VALUATION AND PLAN CHECK FEE JURISDICTION CARLSBAD PLAN CHECK NO PC06-0038 PREPARED BY All Sadre DATE JULY 14, 2006 REVISED JULY 18, 2006 BUILDING ADDRESS PORTION OF TRACK 119 OF MAP 1661 BUILDING B BUILDING OCCUPANCY B TYPE OF CONSTRUCTION V-N/ SPR BUILDING PORTION OFFICE Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 4515 4515 CB Valuation Multiplier 7716 288 By Ordinance Reg Mod VALUE ($) 348 377 13003 361,381 1 1994 UBC Building Permt Fee jrj 1994 UBC Plan Check Fee Type of Review f? Repetitive Fee ., "~7 Repeats f? Complete Review r Other r Hourly Structural Only Hour r r fegil Basic Fee 757 97 Esgil Plan Review Fee r r Repetitive Fee (Each) 189 49 $1,35352] $87979 $947 46 Comments Building D is similar Sheet 2 of 3 macvalue doc VALUATION AND PLAN CHECK FEE JURISDICTION CARLSBAD PLAN CHECK NO PC06-0038 PREPARED BY Ah Sadre DATE JULY 14, 2006 REVISED JULY 18, 2006 BUILDING ADDRESS PORTION OF TRACK 119 OF MAP 1661 BUILDING E BUILDING OCCUPANCY B TYPE OF CONSTRUCTION V-N/ SPR BUILDING PORTION OFFICE Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 3915 3915 CB 1QQ4 IIRr Riiilrlinn Pprmit- Foo w Valuation Multiplier 77 16 288 By Ordinance Reg Mod VALUE ($) "•S 302 081 11 275 313,357 $1,20568" 1994 UBC Plan Check Fee Type of Review J~~ Repetitive FeeRepeats R Complete Review r Other P- Hourly I"" Structural Only Hour Esgil Plan Review Fee $783 69 $675 18 Comments Sheet 3 of 3 macvalue doc CITY OF CARLSBAD ENGINEERING - DEVELOPMENT SERVICES DIVISION REQUEST FOR PROJECT REVIEW Inter-Office Correspondence TO \2l Planning D Fire D Parks D Eng/Traffic f~l Eng/Design D Eng/P & P D PW/MTCE & Ops D PW/Streets I I Bmldmg/Insp I I Storms Other Greg Ryan Mike Bliss Bob Johnson Bill Plummer Josh Nimetz Kurt Musser Nick Rogue Pat Kellev Clayton Dobbs SUBJECT n Improvement Plans [U (P_tecise) Grading (& Erosion Control) Plans PT~ (^Fm^) / Parcel Map D Other Project Id DWG No Project Name (°cHsh>C(Ji \ Utll^/ PlancheckNo \ Please review and return comments by /ftt^/O^fi to Lydia Bustamante who will route to EOW Planchecker Contact Name & No Project Engineer DEPARTMENT COMMENTS If comments are written on plans please indicate as such U ) ^«-\ ^(Signature) pleasI Project Engineer please initial after reviewing comments / / (Date) Entered Q Email/Fax Date {^Distribution Onginajto Project Engineer then to file copy to plan checker copy to Engineer of Work C \Documents a d Setti gs\Lbust\Desktop\REQUEST FOR PROJECT REVIEW INTTEROFFICE TRANSMITTAL e sedAugust 4-3-06 doc 11 17-05 -1 C7 * ctr I %tf £ (0 r City of Carlsbad DATE BUILDING ADDRESS BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB \ALli PROJECT DESCRIPTION ASSESSORS PARCEL NUMBER S D P OA"-/ S ^ - 3-6 Cr ogH 9 - \OO-i" i ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans information and/or specifications provided in your submittal therefore any changes to these items after this date including field modifications must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to build D A Right of Way permit is required prior to construction of the following improvements EST VALUE DENIAL Please/seerTHfe attached report of deficiencies marked\w(nh_p>1vlake necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review Only the applicable sheets have been sent FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTACHMENTS D Dedication Application D Dedication Checklist d Improvement Application D Improvement Checklist D Neighborhood Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right of Way Permit Application [] Right of Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT CONTACT PERSON Name KATHLEEN M FARMER City of Carlsbad Address 1635 Faraday Avenue Carlsbad CA 92008 Phone (760) 602 2741 NOTE If there are retaining walls associated with your project, please check with the Building Department if these walls need to be pulled by separate RETAINING WALL PERMIT A4 -©Qrlsbad CA 92OO|8 7314 « (760) 602 2720 • FAX (76O) 60S f BUILDING PLANCHECK CHE ITE PLAN (/T\ Provide a fully dimensioned site plan di A North Arrow F Existing & Proposed Structures G Existing Street Improvements H Property Lines (show all dimensions) I Easements J ""YOUR SUBMITTAL NEEDS TO HAVE SIGNED APPROVED GRADING PLANS INCLUDED WITH YOUR PLANCK YOUR GRADING PLANS ARE NOT APPROVED TO DATE ONCE THEY ARE SIGNED/APPROVED PLEASE HAVE COPIES MADE FOR BOTH CITY AND OWNER SET AND HAVE SLIP SHEETED IN YOUR PLANCK AND REQUEST TO HAVE REROUTED TO ENGINEERING DWG NO 'f'fj-~^A Righrof Way wrdtrrsrAdjacem bireets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service fa/lti /X W* W Jfa B C D Show on site plan Q **Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE Finish grade will provide a minimum positive drainage of 2% to swale 5 away from building Existing & Proposed Slopes and Topography Size type location alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service however second dwelling units and apartment complexes are an exception Sewer and water laterals should not be located within proposed driveways per standards D 3 Include on title sheet A Site address B Assessor s Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects include total building square footage with the square footage for each different use existing sewer permits showing square footage of different uses (manufacturing warehouse office etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION Show all existing use of SF and new proposed use of SF Example Tenant Improvement for 3500 SF of warehouse to 3500 SF of office F \F \K lhy\MASTERS\B Id 9 PI heck Okl I F m (G ) doc ,ST BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a Project does not comply with the following Engineering Conditions of approval for A / Project No «v' /<L / / . /o"- e<^ :<^v v D f~t /U. / Q n 4b All conditions arejn compliance Date A01DEDICATION REQUIREMENTS ^Dedication for all street Rights of Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 14 x 11 plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax 6a Dedication completed by Date IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82,000 pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the F \F rm f\KATHY\MASTERS\B M g PI check Cklst F rm (G n BUILDING PLANCHECK CHECKLIST 1ST D ND2 D RD3 D D D checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ 400 OQ_ so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed notarized and approved by the City prior to issuance of a Building permit n n n n n Future public improvements required as follows 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code 7a Inadequate information available on Site Plan to make a determination on grading uirements Include accurate grading quantities in cubic yards (cut fill import export and remedial) This information must be included on the plans 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) F \F rm rtKATHY\MASTERS\B Id g PI ch ck Cklsl F rm (G ) d ..ST 2ND 3RD BUILDING PLANCHECK CHECKLIST O Q 7d No Grading Permit required Q O 7e If grading is not required write No Grading on plot plan MISCELLANEOUS PERMITS D D 8 A RIGHT OF WAY PERMIT is required to do work in City Right-of Way and/or private work adjacent to the public Right of Way Types of work include but are not limited to street improvements tree trimming driveway construction tying into public storm dram sewer and water utilities Right-of Way permit required for _ INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area you need to contact the Carlsbad Municipal Water District located at 5950 El Cammo Real Carlsbad CA 92008 District personnel can provide forms and assistance and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438 2722 extension 7153 for assistance Industrial Waste permit accepted by Date NPDES PERMIT D D 10a Storm Water Requirements Applicability Checklist Completed D D 10b Priority Determination and compliance D Priority Project D Subject to Standard Permanent Storm Water BMPs D Exempt d 11 D Required fees are attached D No fees required WATER METER REVIEW D D D 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized for the life of the meter the City will not accurately bill the owner for the water used • All single family dwelling units received standard 1 service with 5/8 service F \F mi r\KATHY\MASTERS\B Id g PI ch k Ckl I F rm (G ) d iST •>ND ,RD D D 12b BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the standard then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided check against the meter sizing schedule to verify the anticipated meter size for the unit • Maximum service and meter size is a 2 service with a 2 meter • If a developer is proposing a meter greater than 2 suggest the installation of multiple 2 services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998) check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so at the water meter station the demand in gpm may be listed there Irrigation services are listed with a circled I and potable water is typically a circled W The irrigation service should look like STA1+00 Install 2 service and 5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course) then the applicant must provide irrigation calculations for estimated worst case irrigation demand (largest zone with the farthest reach) Typically Larry Black has already reviewed this if landscape plans have been prepared but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations keep a set for your reference In general the calculations will include • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water K thy\MASTERS\B d g PI hack Ckl t F m (G 3RD BUILDING PLANCHECK CHECKLIST service boundary the City intends on switching these irrigation services/meters to a new recycled water line in the future 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water then they should be connecting to this line to irrigate slopes within the development For subdivisions this should have been identified and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However if they front a street which the recycled water is there but is not live (sometimes they are charged with potable water until recycled water is available) then the applicant must pay the San Diego Water Capacity Charge If within three years the recycled water line is charged with recycled water by CMWD then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However let the applicant know that we cannot guarantee the refund and they must deal with the SDCWA for this D D D 13 Additional Comments F \F m r\K thy\MASTEHS\B d g PI heck Ck! I f m(G ) d ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant D Calculation based on building plancheck plan submittal Address NO 0(0- 39 Prepared by Date Checked by Date EDU CALCULATIO Types of Use (Types of Use Lj,st tyges and square footages for all uses Sq Ft /Units Sq Ft /Units APT CALCULATIOys/List types and square footages for all uses Types of Use /' //jL V U ) Sq Ft /Units Types of Use jj; 'Sq'Ft/Units EDU s EDU s ADTs ADT s FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1 reduced Traffic Impact Fee) D NO t ; t ' * • D 1 PARK IN LIEU FEE PARK AREA & # FEE/UNIT X NO UNITS _l_ti' = $ D 2 TRAFFIC IMPACT FEE ADT s/UNITS j X FEE//I = $ 3 BRIDGE AND THOROUGHFARE FEE ADT s/UNITS ( 4' FACILITIES MANAGEMENT FEE I UNIT/SQ FT (DIST X ZONE X #1 ' DIST #2 FEE/ADT FEE/SO. FT /UNIT DIST #3 = $ ^ /•" = $ s" ) ^^ ^" D 5 SEWER FEE EDUs BENEFIJ AREA ' •> EDU s FEE/EDU X FEE/EDU = $ D 6 SEWER LATERAL ($2 500) n ?~ DRA!NAGE FEES PLDA_ ACRES HIGH /LOW X FEE/AC D l! 8 POTABLE WATER FEES UNITS CODE/oCONNECTION FEE METER FEE SDCWA FEE IRRIGATION Wo d\D \Mi f m \F e Calculal on Worksheet Rev 7/14/00 r/ c/r/v 0 CITY OF CARLSBAD ENGINEERING DEPARTMENT LAND USE REVIEW March 21, 2006 TO Jason Goff - Associate Planner FROM David Rick - Assistant Engineer COMPLETENESS REVIEW PROJECT ID CT 05 19/SDP 05 13/PUD 05 15 CARLSBAD MEDICAL VILLAGE The Engineering Department has completed its review of the above referenced project for compliance with the previously determined issues The project appears to comply with City engineering standards and all issues have been addressed Please add the following conditions of approval to the approving resolution or letter ENGINEERING CONDITIONS NOTE Unless specifically stated in the condition all of the following conditions upon the approval of this proposed tentative map must be met prior to approval of a final map building or grading permit whichever occurs first General Prior to hauling dirt or construction materials to or from any proposed construction site within this project Developer shall apply for and obtain approval from the City Engineer for the proposed haul route Developer shall provide to the City Engineer an acceptable means CC&Rs and/or other recorded document for maintaining the private easements within the subdivision and all the private improvements streets sidewalks street lights water service facilities and related mam and sub backflow devices, sewer facilities, storm water treatment facilities and storm dram facilities located therein and to distribute the costs of such maintenance in an equitable manner among the owners of the properties within the subdivision Prior to occupancy Developer shall install ram gutters to convey roof drainage to an approved drainage course or street to the satisfaction of the City Engineer There shall be one Final Map recorded for this project Developer shall install sight distance corridors at all driveway intersections in accordance with Engineering Standards H \LIBRARY\ENG\WPDATA\MISC\COMPREV Fees/Agreemente Developer shall cause property owner to execute and submit to the City Engineer for recordation the Citys standard form Drainage Hold Harmless Agreement regarding drainage across the adjacent property 7 J Developer shall cause property owner to execute record and submit a recorded copy to the City Engineer a deed restriction on the property which relates to the proposed cross lot drainage as shown on the (TENTATIVE MAP/SITE PLAN) The deed restriction document shall be in a form acceptable to the City Engineer and shall A Clearly delineate the limits of the drainage course B State that the drainage course is to be maintained in perpetuity by the underlying property owner and C State that all future use of the property along the drainage course will not restrict impede divert or otherwise alter drainage flows in a manner that will result in damage to the underlying and adjacent properties or the creation of a public nuisance Prior to approval of any grading or building permits for this project Developer shall cause Owner to give written consent to the City Engineer to the annexation of the area shown within the boundaries of the subdivision into the existing City of Carlsbad Street Lighting and Landscaping District No 1 and/or to the formation or annexation into an additional Street Lighting and Landscaping District Said written consent shall be on a form provided by the City Engineer Grading Prior to the issuance of a grading permit or building permit whichever occurs first Developer shall submit to the City Engineer proof that a Notice of Intention for the start of work has been submitted to the State Water Resources Control Board 10 Based upon a review of the proposed grading and the grading quantities shown on the tentative map a grading permit for this project is required Developer shall apply for and obtain a grading permit from the City Engineer prior to issuance of a building permit for the project Dedications/Improvements 11 The easement to the City of Carlsbad for trees and shrubs, recorded June 27, 1968 as Instrument No 108282 of Office Records and the easement to the City of Carlsbad for slope construction, recorded February 8, 1967 as Instrument No 17040 of Official Records shall be quitclaimed prior to the approval of a grading permit or final map, whichever occurs first 12 Developer shall cause Owner to make an irrevocable offer of dedication to the City H \LIBRARY\ENG\WPDATA\MISC\COMPREV and/or other appropriate entities for all public streets and other easements shown on the tentative map and, subject to North County Transit District's (NCTD) discretion, dedication of an NCTD easement for the proposed bus stop encroachment onto the subject property The offer shall be made by a certificate on the final map and/or separate recorded document All land so offered shall be offered free and clear of all liens and encumbrances and without cost Streets that already public are not required to be rededicated 13 Additional drainage easements may be required Developer shall dedicate and provide or install drainage structures as may be required by the City Engineer prior to or concurrent with any grading or building permit 14 Developer shall provide the design of all private streets and drainage systems to the satisfaction of the City Engineer The structural section of all private streets shall conform to City of Carlsbad Standards based on R value tests All private streets and drainage systems shall be inspected by the City Developer shall pay the standard improvement plancheck and inspection fees 15 Developer shall execute and record a City standard SUBDIVISION Improvement Agreement to install and secure with appropriate security as provided by law public improvements shown on the tentative map and the following improvements including but not limited to paving base and striping repair grading sewer water fire hydrants retaining walls to City Standards to the satisfaction of the City Engineer The improvements are a) Installation of sewer laterals, water services and related appurtenances within Carlsbad Village Drive b) Installation of a public fire hydrant, service line and appurtenances A list of the above shall be placed on an additional map sheet on the Final Map per the provisions of Sections 66434 2 of the Subdivision Map Act Improvements listed above shall be constructed within 18 months of approval of the subdivision or development improvement agreement or such other time as provided in said agreement 16 Developer shall comply with the Citys requirements of the National Pollutant Discharge Elimination System (NPDES) permit Developer shall provide improvements constructed pursuant to best management practices as referenced in the California Storm Water Best Management Practices Handbook to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be submitted to and subject to the approval of the City Engineer Said plans shall include but not be limited to notifying prospective owners and tenants of the following A All owners and tenants shall coordinate efforts to establish or work with established disposal programs to remove and properly dispose of toxic and hazardous waste products B Toxic chemicals or hydrocarbon compounds such as gasoline motor oil antifreeze solvents paints paint thmners wood preservatives and other such fluids shall not be discharged into any street public or private or into storm dram H \LIBRARY\ENG\WPDATA\MISC\COMPREV or storm water conveyance systems Use and disposal of pesticides fungicides herbicides insecticides fertilizers and other such chemical treatments shall meet Federal State County and City requirements as prescribed in their respective containers C Best Management Practices shall be used to eliminate or reduce surface pollutants when planning any changes to the landscaping and surface improvements 17 Prior to the issuance of grading permit or building permit, whichever occurs first, Developer shall submit for City approval a "Storm Water Pollution Prevention Plan (SWPPP)" The SWPPP shall be in compliance with current requirements and provisions established by the San Diego Region of the California Regional Water Quality Control Board and City of Carlsbad Requirements The SWPPP shall address measures to reduce to the maximum extent practicable storm water pollutant runoff during construction of the project At a minimum, the SWPPP shall a include all content as established by the California Regional Water Quality Control Board requirements b include the receipt of Notice of Intent issued by the California Regional Water Quality Control Board c recommend source control and treatment control Best Management Practices (BMPs) that will be implemented with this project to avoid contact or filter said pollutants from storm water to the maximum extent practicable before discharging to City right of way or natural drainage course and d establish specific procedures for handling spills and routine clean up Special considerations and effort shall be applied to employee education on the proper procedures for handling clean up and disposal of pollutants 18 Prior to the issuance of grading permit or building permit whichever occurs first Developer shall submit for City approval a Storm Water Management Plan (SWMP) The SWMP shall demonstrate compliance with the City of Carlsbad Standard Urban Stormwater Mitigation Plan (SUSMP) Order 2001 01 issued by the San Diego Region of the California Regional Water Quality Control Board and City of Carlsbad Municipal Code The SWMP shall address measures to avoid contact or filter said pollutants from storm water to the maximum extent practicable for the post construction stage of the project At a minimum the SWMP shall a identify existing and post development on site pollutants of concern b identify the hydrologic unit this project contributes to and impaired water bodies that could be impacted by this project c recommend source controls and treatment controls that will be implemented with this project to avoid contact or filter said pollutants from storm water to the maximum extent practicable before discharging to City right of way d establish specific procedures for handling spills and routine clean up Special considerations and effort shall be applied to employee education on the proper procedures for handling clean up and disposal of pollutants e ensure long term maintenance of all post construct BMPs in perpetuity and f identify how post development runoff rates and velocities from the site will not H \LIBRARY\ENG\WPDATA\MISC\COMPREV exceed the pre development runoff rates and velocities to the maximum extent practicable 19 Prior to building permit or grading permit issuance whichever occurs first Developer shall have design apply for and obtain approval of the City Engineer for the structural section for the access aisles with a traffic index of 5 0 in accordance with City Standards due to truck access through the parking area and/or aisles with an ADT greater than 500 The structural pavement design of the aisle ways shall be submitted together with required R value soil test information and approved by the City Engineer as part of the building or grading plan review whichever occurs first Final Map Notes 20 Developer shall show on Final Map the net developable acres for each parcel 21 Note(s) to the following effect(s) shall be placed on the map as non mapping data A All improvements are privately owned and are to be privately maintained with the exception of the following 1 Sewer and water pipe and related appurtenances within Carlsbad Village Drive public right-of-way 2 The proposed onsite fire hydrant service line and related appurtenances C Building permits will not be issued for development of the subject property unless the appropriate agency determines that sewer and water facilities are available E No structure fence wall tree shrub sign or other object may be placed or permitted to encroach within the area identified as sight distance corridors Special Conditions 22 The Average Daily Trips (ADT) and floor area contained in the staff report and shown on the tentative map are for planning purposes only Developer shall pay traffic impact and sewer impact fees based on Section 18 42 and Section 13 10 of the City of Carlsbad Municipal Code, respectively Carlsbad Municipal Water District 23 Prior to approval of improvement plans or final map Developer shall meet with the Fire Marshal to determine if fire protection measures (fire flows fire hydrant locations building sprinklers) are required to serve the project Fire hydrants if proposed shall be considered public improvements and shall be served by public water mams to the satisfaction of the District Engineer 24 The Developer shall design and construct public facilities within public right of way or within minimum 20 feet wide easements granted to the District or the City of Carlsbad At the discretion of the District Engineer wider easements may be required for adequate maintenance access and/or joint utility purposes 25 Prior to issuance of building permits Developer shall pay all fees deposits and charges H \LIBRARY\ENG\WPDATA\MISC\COMPREV for connection to public facilities Developer shall pay the San Diego County Water Authority capacity charge(s) prior to issuance of Building Permits 26 The Developer shall install potable water services and meters at a location approved by the District Engineer The locations of said services shall be reflected on public improvement plans 27 The Developer shall install sewer laterals and clean outs at a location approved by the District Engineer The locations of sewer laterals shall be reflected on public improvement plans 28 The Developer shall design and construct public water and sewer facilities substantially as shown on the Tentative Map to the satisfaction of the District Engineer Proposed public facilities shall be reflected on public improvement plans 29 The Developer shall provide separate potable water meters for each separately owned unit 30 This project is approved upon the express condition that building permits will not be issued for the development of the subject property unless the District Engineer has determined that adequate water and sewer facilities are available at the time of occupancy A note to this effect shall be placed on the Final Map as non mapping data 31 Prior to Final Map approval or issuance of building permits whichever is first the entire potable water and sewer system shall be evaluated in detail to ensure that adequate capacity pressure and flow demands can be met to the satisfaction of the District Engineer Code Reminder The project is subject to all applicable provisions of local ordinances including but not limited to the following A The tentative map shall expire twenty four (24) months from the date this tentative map approval becomes final B Developer shall exercise special care during the construction phase of this project to prevent offsite siltation Planting and erosion control shall be provided in accordance with Carlsbad Municipal Code Chapter 1516 (the Grading Ordinance) to the satisfaction of the City Engineer If you or the applicant has any questions regarding the above please either see or call me at extension 2781 David Rick Assistant Engineer - Development Services Division H \LIBRARY\ENG\WPDATA\MISC\COMPREV MAH3-2007 TUE 12 33 PM ENGINSPECTION FAX 7604384178 P 001 CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR MCMAHON DATE 3/9/07 PROJECT ID CT 05-19 CARLSBAD MEDICAL VILLAGE GRADING PERMIT NO 06-75 LOTS REQUESTED FOR RELEASE BUILDING PADS 1-10 N/A= NOT APPLICABLE V = COMPLETE 0 = INCOMPLETE OR UNACCEPTABLE Site access to requested lots adequate and logically grouped Site erosion control measures adequate Overall site adequate for health safety and welfare of public Letter from Owner/Dev requesting partial release of specific lots pads or bldg 8 7* X 1 1* site plan (attachment) showing requested lots submitted Compaction report from soils engineer submitted (If soils report has been submitted with a previous partial release a letter from soils engineer referencing the soils report and identifying specific lots for release lots shall accompany subsequent partial releases)i EOW certification of work done with finish pad elevations of specific lots to be released Letter must state lot (s) is graded to within a tenth ( 1 ) of the approved grading plan Geologic engineer's letter if unusual geologic or subsurface conditions exist Fully functional fire hydrants within 500 feet of building combustibles and an all weather roads access to site is required l release of grading for the above stated lots is approved for the purpose of building permit issuance Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process U Partial release of the site is denied for the following reasons 1st V V V V •J V V N7A >/• 2nd 1 2 3 4 5 6 7 8 9 07 Project Inspector Date Construction Manager Date DD Plan Check No Planner Jason Goff APN PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Address Phone(760)602 4643 - 1^0-53 . |5C- Type of Project & Use MaA. Zoning ?>?&. General Plan Net Project Density DU/AC Q Facilities Management Zone Date of participation Remaining net dev acres Circle One (For non residential development Type of land used created by this permit ) Legend ^] Item Complete Environmental Review Required DATE OF COMPLETION Item Incomplete - Needs your action YES X. NO _ TYPE YES / NO t»U> DATE J TYPE (LT Compliance with conditions of approval? If. not state conditions which require action H Conditions of Approval Via UoW ItL- MwvKagywcAV'- ^\&.VA "*" '---«""-- «=" Discretionary Action Required APPROVAL/RESO NO PROJECT NO Or ^A°\ I OTHER RELATED CASES l /6Pp/ ?vAt> OS~- 1 Compliance with conditions or approval? If not state conditions which Conditions of Approval . Coastal Zone Assessment/Compliance Project site located m Coastal Zone? YES_ CA Coastal Commission Authority? YES_ NO K NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive Suite 103 San Diego CA 92108 4402 (619) 767 2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed? YES_ If NO complete Coastal Permit Determination Form now Coastal Permit Determination Log # NO Follow Up Actions 1) Stamp Building Plans as Exempt or Coastal Permit Required (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed Inclusionary Housing Fee required YES NO (Effective date of Inclusionary Housing Ordinance May 21 1993) Data Entry Completed? YES NO (A/P/Ds Activity Maintenance enter CB# toolbar Screens Housing Fees Construct Housing Y/N Enter Fee UPDATE') Site Plan f H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 CD 1 Provide a fully dimensional site plan drawn to scale Show North arrow property lines easements existing and proposed structures streets existing street improvements right of way width dimensional setbacks and existing topographical lines (including all side and rear yard slopes) D 2 Provide legal description of property and assessor s parcel number nan n a Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES NO X. 2 Project complies YES Zoning 1 Setbacks Front Interior Side Street Side Rear Top of slope 2 Accessory structure setb Front Interior Side Street Side Rear Structure separation \ \ * 3 Lot Coverage NO / Required Required Required Required Required tacks Required Required Required Required Required Required ' i | / 70 A^tA Shown "Zci "ft> ?S~ Shown Shown Shown Shown S^r / Shown / ' / Shown / / Shown / / Shown / / Shown / f -\~~ £->0 /o Shown ZT /*> 4 Height Required Shown Spaces Required Shown ia5 Parking (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required _ Shown _ Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTEF Memorandum TO FROM DATE RE Aaron Werner Project Applicant LCMW Architects Jason Goff Associate Planner City of Carlsbad Planning Department December 21 2006 Plan Check No 060038 Carlsbad Medical Village CT 05 19/SDP 05 13/PUD 05 15 The Planning Department has completed their initial plan check review of the above referenced project Please review the following items and address accordingly 1 Conditions 15 18 and 19 are still outstanding as such Building Permits cannot be issued 2 Sheet A-1 0 Please revise the note describing the NCTD bus stop to include the Citys preferred choice of color for the proposed furniture and pedestrian shelter The City s preferred color is BROWN Please contact me at (760) 602 4643 with any questions or follow up to questions and discussions listed above 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PLANNING COMMISSION RESOLUTION NO 6114 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING A TENTATIVE TRACT MAP TO SUBDIVIDE 2 21 ACRES INTO 10 AIRSPACE NON RESIDENTIAL CONDOMINIUM UNITS AND ONE COMMON LOT ON PROPERTY GENERALLY LOCATED ALONG THE SOUTHSIDE OF CARLSBAD VILLAGE DRIVE, WEST OF HIGHLAND DRIVE IN LOCAL FACILITIES MANAGEMENT ZONE 1 CASE NAME CARLSBAD MEDICAL VILLAGE CASE NO CT05-19 WHEREAS Carlsbad Medical Village, L P, Developer," has filed a verified application with the City of Carlsbad regarding property owned by Carlsbad Medical Village, L P ,' Owner," described as That portion of Tract 119 of Carlsbad Lands, in the City of Carlsbad, County of San Diego, State of California, according to Map thereof No 1661, filed m the Office of the County Recorder of San Diego County, March 1915 ("the Property ), and WHEREAS said verified application constitutes a request for a Tentative Tract Map as shown on Exhibits "A" - "Q" dated June 7, 2006 on file m the Planning Department, CARLSBAD MEDICAL VILLAGE - CT 05-19, as provided by Chapter 20 12 of the Carlsbad Municipal Code and WHEREAS the Planning Commission did, on the 7th day of June 2006 hold a duly noticed public hearing as prescribed by law to consider said request and WHEREAS, at said public hearing upon hearing and considering all testimony and arguments, if any, of persons desiring to be heard said Commission considered all factors relating to the Tentative Tract Map NOW THEREFORE BE IT HEREBY RESOLVED by the Planning Commission of the City of Carlsbad as follows A) That the foregoing recitations are true and correct B) That based on the evidence presented at the public hearing, the Commission 2 APPROVES CARLSBAD MEDICAL VILLAGE - CT 05-19, based on the following findings and subject to the following conditions 3 Findings4 That the proposed map and the proposed design and improvement of the subdivision as conditioned is consistent with and satisfies all requirements of the General Plan, any applicable specific plans Titles 20 and 21 of the Carlsbad Municipal Code, and the State Subdivision Map Act, and will not cause serious public health problems, in that the 7 project has been designed and conditioned to be consistent with and satisfies all requirements of the Office and Related Commercial (O) General Plan Land Use ° designation, Title 20 and 21 of the Carlsbad Municipal Code, and the State Subdivision Map Act 10 2 That the proposed project is compatible with the surrounding future land uses since surrounding properties are designated for Residential Low Medium Density (RLM) 11 and Office and Related Commercial (O) land uses on the General Plan, in that medical office development is consistent with the Office and Related Commercial (O) land use designation which implements the City's General Plan and serves as a buffer between Carlsbad Village Drive and the residential areas 14 3 That the site is physically suitable for the type and density of the development since the site is adequate m size and shape to accommodate medical office development at the 15 density proposed, in that the project site can accommodate the proposed medical office development while providing all required setbacks, parking, landscaping, and other amenities required by applicable City regulations and development standards That the design of the subdivision or the type of improvements will not conflict with easements of record or easements established by court judgment, or acquired by the public at large, for access through or use of property within the proposed subdivision, in 19 that the project has been designed and structured such that there are no conflicts with existing or proposed easements ~, 5 That the property is not subject to a contract entered into pursuant to the Land Conservation Act of 1965 (Williamson Act) 22 That the design of the subdivision provides to the extent feasible, for future passive or 23 natural heating or cooling opportunities in the subdivision, in that the structures are oriented m a manner which allows for adequate building separation for solar exposure and circulation of air 25 That the Planning Commission has considered in connection with the housing proposed by this subdivision, the housing needs of the region and balanced those housing needs against the public service needs of the City and available fiscal and environmental 27 resources 28 8 That the design of the subdivision and improvements are not likely to cause substantial environmental damage nor substantially and avoidably injure fish or wildlife or their PCRESONO 6114 2- habitat, in that the development is considered infill on previously disturbed lands 2 determined to have no value as habitat for endangered, rare or threatened species 3 9 That the discharge of waste from the subdivision will not result m violation of existing California Regional Water Quality Control Board requirements, in that the project has 4 been designed m accordance with, and conditioned to comply with the National Pollution Discharge Elimination System (NPDES) standards to prevent any discharge violations 10 The Planning Commission finds that the project as conditioned herein is in 7 conformance with the Elements of the City's General Plan, based on the facts set forth in the staff report dated June 7,2006 including, but not limited to the following 8 Land Use - The proposed medical office use is consistent with the Office and Related Commercial (O) General Plan Land Use designation for the site Noise - The project is not significantly impacted by noise, however it is conditioned to comply with the General Office Interior Noise Standard of 55 dBA CNEL in accordance with City's Noise Guidelines Manual 12 11 That the Planning Director has determined that the project belongs to a class of projects 3 that the State Secretary for Resources has found do not have a significant impact on the 14 environment, and it is therefore categorically exempt from the requirement for the preparation of environmental documents pursuant to Section 15332 of the state CEQA 15 Guidelines for infill development, where the project is consistent with the General Plan designation and policies, on not more than five acres surrounded by urban 1" development, where the site has no biological value for endangered, rare or 17 threatened species, where the project would not result in any significant impacts relating to traffic, noise, air quality, or water quality, and the site is adequately 18 served by required utilities In making this determination the Planning Director has found that the exceptions listed m Section 15300 2 of the state CEQA Guidelines do not 19 apply to this project 20 12 The project is consistent with the City Wide Facilities and Improvements Plan the Local 21 Facilities Management Plan for Zone 1 and all City public facility policies and ordinances The project includes elements or has been conditioned to construct or 22 provide funding to ensure that all facilities and improvements regarding sewer collection and treatment, water drainage, circulation fire schools parks and other recreational 3 facilities, libraries, government administrative facilities, and open space related to the 24 project will be installed to serve new development prior to or concurrent with need Specifically 25 a The project has been conditioned to provide proof from the Carlsbad Unified 26 School District that the project has satisfied its obligation for school facilities 27 b The Public Facility fee is required to be paid by Council Policy No 17 and will be 28 collected prior to the issuance of building permit PCRESONO 6114 3- The Local Facilities Management fee for Zone 1 is required by Carlsbad 2 Municipal Code Section 21 90 050 and will be collected prior to issuance of building permit 3 13 The project has been conditioned to pay any increase in public facility fee, or new 4 construction tax, or development fees, and has agreed to abide by any additional requirements established by a Local Facilities Management Plan prepared pursuant to Chapter 21 90 of the Carlsbad Municipal Code This will ensure continued availability of public facilities and will mitigate any cumulative impacts created by the project 7 14 This project has been conditioned to comply with any requirement approved as part of the Local Facilities Management Plan for Zone 1 8 15 That all necessary public facilities required by the Growth Management Ordinance will " be constructed or are guaranteed to be constructed concurrently with the need for them , Q created by this project and in compliance with adopted City standards 11 16 The Planning Commission has reviewed each of the exactions imposed on the Developer contained in this resolution, and hereby finds, in this case, that the exactions are imposed 12 to mitigate impacts caused by or reasonably related to the project and the extent and the degree of the exaction is in rough proportionality to the impact caused by the project Conditions14 15 Note Unless otherwise specified herein, all conditions shall be satisfied prior to recordation of the final map 16 If any of the following conditions fail to occur, or if they are, by their terms to be implemented and maintained over time if any of such conditions fail to be so implemented and maintained according to their terms, the City shall have the right to revoke or modify all approvals herein granted, deny or further condition issuance of all 19 future building permits deny revoke or further condition all certificates of occupancy issued under the authority of approvals herein granted, record a notice of violation on the property title, institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation No vested rights are gained by Developer or a successor in interest by the City's approval of this Tentative Tract Map 22 Staff is authorized and directed to make, or require the Developer to make all corrections 23 and modifications to the Tentative Tract Map documents, as necessary to make them internally consistent and in conformity with the final action on the project Development shall occur substantially as shown on the approved Exhibits Any proposed development 25 different from this approval, shall require an amendment to this approval 26 3 Developer shall comply with all applicable provisions of federal, state and local laws and regulations in effect at the time of building permit issuance 4 If any condition for construction of any public improvements or facilities, or the payment of any fees m-heu thereof, imposed by this approval or imposed by law on this Project are PCRESONO 6114 4- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 10 11 challenged, this approval shall be suspended) as provided in Government Code Section 66020 If any such condition is determined to be invalid this approval shall be invalid unless the City Council determines that the project without the condition complies with all requirements of law Developer/Operator shall and does hereby agree to indemnify, protect, defend and hold harmless the City of Carlsbad its Council members, officers employees, agents, and representatives, from and against any and all liabilities, losses, damages, demands, claims and costs including court costs and attorney s fees incurred by the City arising, directly or indirectly from (a) City's approval and issuance of this Tentative Tract Map (b) City's approval or issuance of any permit or action, whether discretionary or non discretionary in connection with the use contemplated herein and (c) Developer/Operator's installation and operation of the facility permitted hereby including without limitation, any and all liabilities arising from the emission by the facility of electromagnetic fields or other energy waves or emissions This obligation survives until all legal proceedings have been concluded and continues even if the City s approval is not validated Developer shall submit to/the Plann^g Department a reproducible 24" x 36 ' mylar copy of the Tentative Map and Site Plan reflecting the conditions approved by the final decision making body ~Tf\ Prior to the issuance of a building permit, the Developer shall provide proof to the Director from the Carlsbad Unified School District that this project has satisfied its obligation to provide school facilities ^to Q, *&*A\«M **•* vfer^i W This project shall comply with all conditions and mitigation measures which are required as part of the Zone 1 Local Facilities Management Plan and any amendments made to that Plan prior to the issuance of building permits This approval is granted subject to the approval of PUD 05-15 and SDP 05-13 and is subject to all conditions contained in Planning Commission Resolutions No 6115 and 6116 for those other approvals incorporated herein by reference Building permits will not be issued for this project unless the local agency providing water and sewer services to the project provides written certification to the City that adequate water service and sewer facilities respectively, are available to the project at the time of the application for the building permit, and that water and sewer capacity and facilities will continue to be available until the time of occupancy A note to this effect shall be placed on the Final Map SUfl^r 4^ »v FiW\ Mc-p* •*• . V . I Developer shall submit and obtain Planning Director approval of a Final Landscape and Irrigation Plan showing conformance with the approved Preliminary Landscape Plan and the City's Landscape Manual Developer shall construct and install all landscaping as shown on the approved Final Plans, and maintain all landscaping in a healthy and thriving condition, free from weeds, trash, and debris , , „ ,, , . p' ' -Vo o-c/V k„£, PCRESONO 6114 13rr The first submittal of Final Landscape and ^Irrigation Plans shall be pursuant to the 2 ' landscape plan check process on file in the Planning Department and accompanied by the project s building improvement, and grading plans Developer shall establish an owner's association and corresponding covenants, conditions and restrictions Said CC&Rs shall be submitted to and approved by the Planning Director prior to fir^l map ^prnval The CC&Rs shall adequately address maintenance of all common landscape areas, employee eating areas, fences, perimeter walls, retaining walls, lighting, trash enclosures, paved access and parking areas Prior to recordation of the final map the Developer shall provide the Planning Department with a draft copy of the official CC&Rs The approved CC&Rs shall be recorded concurrently with the final map that have been approved by the Department of Real Estate and the Planning Director At a minimum, the CC&Rs shall 9 contain the following provisions 10 a General Enforcement by the City The City shall have the right, but not the obligation, to enforce those Protective Covenants set forth in this Declaration in favor of, or in which the City has an interest 12 b Notice and Amendment A copy of any proposed amendment shall be provided to 13 the City in advance If the proposed amendment affects the City City shall have the right to disapprove A copy of the final approved amendment shall be transmitted to City within 30 days for the official record Failure of Association to Maintain Common Area Lots and Easements In the 16 event that the Association fails to maintain the ' Common Area Lots and/or the Association's Easements' as provided in Article , Section 17 the City shall have the right but not the duty, to perform the necessary maintenance If the City elects to perform such maintenance, the City shall give written notice to the Association, with a copy thereof to the Owners in the Project 19 setting forth with particularity the maintenance which the City finds to be required and requesting the same be carried out by the Association within a period of thirty 20 (30) days from the giving of such notice In the event that the Association fails to carry out such maintenance of the Common Area Lots and/or Association s Easements within the period specified by the City s notice, the City shall be ~~ entitled to cause such work to be completed and shall be entitled to reimbursement with respect thereto from the Owners as provided herein 23 Special Assessments Levied by the City In the event the City has performed the 24 necessary maintenance to either Common Area Lots and/or Association's Easements, the City shall submit a written invoice to the Association for all costs incurred by the City to perform such maintenance of the Common Area Lots and 26 or Association's Easements The City shall provide a copy of such invoice to each Owner in the Project, together with a statement that if the Association fails to 27 pay such invoice in full within the time specified, the City will pursue collection against the Owners in the Project pursuant to the provisions of this Section Said ° invoice shall be due and payable by the Association within twenty (20) days of receipt by the Association If the Association shall fail to pay such invoice in full PCRESONO 6114 6 within the period specified, payment^shall be deemed delinquent and shall be 2 subject to a late charge in an amount equal to six percent (6%) of the amount of the invoice Thereafter the City may pursue collection from the Association by 3 means of any remedies available at law or in equity Without limiting the generality of the foregoing, in addition to all other rights and remedies available to the City the City may levy a special assessment against the Owners of each Lot m r the Project for an equal prorata share of the invoice plus the late charge Such special assessment shall constitute a charge on the land and shall be a continuing 6 hen upon each Lot against which the special assessment is levied Each Owner in the Project hereby vests the City with the right and power to levy such special 7 assessment, to impose a hen upon their respective Lot and to bring all legal actions and/or to pursue hen foreclosure procedures against any Owner and his/her respective Lot for purposes of collecting such special assessment in 9 accordance with the procedures set forth in Article of this Declaration 10 e Landscape Maintenance Responsibilities The HO As and individual lot or unit owner landscape maintenance responsibilities shall be as set forth m Exhibit 12 The location and size of all employee eating areas, parking areas, and 13 landscape areas associated with the project as shown on Exhibit shall not be altered, reduced, fenced or divided to preclude the equal use by all 14 owners/employees of the site Parking lot and building lighting shall be shielded so as to prevent light 16 spillage off of the site into adjacent residences 17 14 Developer shall pay the citywide Public Facilities Fee imposed by City Council Policy #17, the License Tax on new construction imposed by Carlsbad Municipal Code Section 5 09 030, and CFD #1 special tax (if applicable), subject to any credits authorized by in Carlsbad Municipal Code Section 509040 Developer shall also pay any applicable Local Facilities Management Plan fee for Zone 1, pursuant to Chapter 21 90 All such 20 taxes/fees shall be paid at issuance of building permit If the taxes/fees are not paid, this approval will not be consistent with the General Plan and shall become void 21 I ' \I 15 y This project has been found to result in impacts to wildlife habitat or other lands such as agricultural land non-native grassland and disturbed lands, which provide some benefits 23 to wildlife as documented in the City's Habitat Management Plan and the environmental analysis for this project Developer is aware that the City has adopted an In lieu 24 MitiRation Fee consistent with Section E 6 of the Habitat Management Plan and City Council Resolution No 2000 223 to fund mitigation for impacts to certain categories of vegetation and animal species The Developer is further aware that the City has determined that all projects will be required to pay the fee m order to be found consistent with the Habitat Management Plan and the Open Space and Conservation Element of the 27 General Plan The City is currently updating the fee study which is expected to result in an increase in the amount of the fee, and the Developer or Developer's successor(s) in interest shall pay the adjusted amount of the fee once it is approved by the City Council The fee shall be paid prior to recordatior^ of a, final m^p or issuance pf. fl PTfMJlmg permit PCRESONO 6114 7- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 r>errrp| whichever occurs first If |he In lieu Mitigation Fee for this project is 16 20 21 ^not paid, this project will not be consistent with the Habitat Management Plan and the General Plan and any and all approvals for this project shall become null and void All roof appurtenances including air conditioners, shall be architecturally integrated and concealed from view and the sound buffered from adjacent properties and streets, in substance as provided in Building Department Policy No 80 6, to the satisfaction of the Directors of Community Development and Planning Prior to the issuance_of the Final Map, Developer shall submit to the City a Notice of Restriction to be filed in the office of the County Recorder, subject to the satisfaction of the Planning Director, notifying all interested parties and successors in interest that the City of Carlsbad has issued a Tentative Tract Map, Non-Residential Planned Development Permit, and Site Development Plan by Resolutions No 6114, 6115 and 6116 on the property Said Notice of Restriction shall note the property description, location of the file containing complete project details and all conditions of approval as well as any conditions or restrictions specified for inclusion in the Notice of Restriction The Planning Director has the authority to execute and record an amendment to the notice which modifies or terminates said notice upon a showing of good cause by the Developer or successor in interest Prior to the recordation of the first final tract map or the issuance of building permits, whichever occurs first the Developer shall prepare and record a Notice that this property is subject to overflight sight and sound of aircraft operating from McClellan Palomar Airport, in a form meeting the approval of the Planning Director and the City Attorney (see Noise Form #2 on file in the Planning Department) Prior to issuance of building permits, the developer shall submit proof, from a certified acoustical engineer, that interior noise levels will not exceed 55 dBA CNEL for all buildings pursuant to the City of Carlsbad's Noise Guidelines Manual iDeveloper shall construct trash receptacle and recycling areas enclosed by a six foot high masonry wall with gates pursuant to City Engineering Standards and Carlsbad Municipal Code Chapter 21 105 Location of said receptacles shall be approved by the Planning Director Enclosure shall be of similar colors and/or materials to the project to the satisfaction of the Planning Director No outdoor storage of materials shall occur onsite unless required by the Fire Chief When so required the Developer shall submit and obtain approval of the Fire Chief and the Planning Director of an Outdoor Storage Plan and thereafter comply with the approved plan Developer shall submit and obtain Planning Director approval of an exterior lighting plan including parking areas All lighting shall be designed to reflect downward and avoid any impacts on adjacent homes or property lAVvtVAe. TU»A »^ »*\omes or ?C 04- 26 Developer shall provide bus stops to service this development at locations and with f reasonable facilities to the satisfaction of the North County Transit District and the PCRESONO 6114 8 Planning Director Said facilities if required, shall be free from advertising and shall 2 include at a minimum a bench and a pole for the bus stop sign The facilities shall be designed to enhance or be consistent with basic architectural theme of the project 3 . 2>r The perimeter wall separating the project site from the adjacent residential 4 * development shall consist of a 6 ft tall solid masonry wall pursuant to C M C , Section 21 18 040A3, as opposed to the pre-cast concrete screen fence as proposed The Avail shall be shown on the Final Landscape Plans and shall be architecturally 6 compatible with the buildings and reviewed and approved by the Planning Director 7 25 Fifty percent (50%) of the total trees proposed along the projects Carlsbad Village Drive frontage shall consist of a minimum 36 inch box size with the remainder consisting of a minimum 24 inch box size All trees proposed along this frontage o shall be of an evergreen species and shown on the Final landscape and Irrigation Plan subject to Planning Director approval 10 Engineering 11 12 General 13 26 Prior to hauling dirt or construction materials to or from any proposed construction site within this project, Developer shall apply for and obtain approval from the City 14 Engineer for the proposed haul route 27 Developer shall provide to the City Engineer, an acceptable means, CC&Rs and/or other recorded document, for maintaining the private easements within the subdivision and all 16 the private improvements streets, sidewalks street lights, water service facilities and related main and sub-backflow devices, sewer facilities, storm water treatment 17 facilities and storm drain facilities located therein and to distribute the costs of such maintenance in an equitable manner among the owners of the properties within the subdivision 19 28 Prior to occupancy Developer shall install ram gutters to convey roof drainage to an 20 approved drainage course or street to the satisfaction of the City Engineer 21 29 There shall be one Final Map recorded for this project 22 30 Developer shall install sight distance corridors at all driveway intersections in 23 accordance with Engineering Standards 24 Fees/Agreements 25 31 Developer shall cause property owner to execute and submit to the City Engineer for 26 recordation the City s standard form Drainage Hold Harmless Agreement regarding drainage across the adjacent property 27 32 Developer shall cause property owner to execute record and submit a recorded copy to 28 the City Engineer a deed restriction on the property which relates to the proposed cross PCRESONO 6114 -9 1 lot drainage as shown on the (TENTATIVE MAP/SITE PLAN) The deed restriction 2 document shall be in a form acceptable to the City Engineer and shall 3 A Clearly delineate the limits of the drainage course 4 B State that the drainage course is to be maintained in perpetuity by the underlying <- property owner, and C State that all future use of the property along the drainage course will not restrict, 6 impede, divert or otherwise alter drainage flows in a manner that will result in damage to the underlying and adjacent properties or the creation of a public 7 nuisance o 33 Prior to approval of any grading or building permits for this project, Developer shall 9 cause Owner to give written consent to the City Engineer to the annexation of the area shown within the boundaries of the subdivision into the existing City of Carlsbad Street 10 Lighting and Landscaping District No 1 and/or to the formation or annexation into an additional Street Lighting and Landscaping District Said written consent shall 1 be on a form provided by the City Engineer 12 _ ,Grading 13 34 Prior to the issuance of a grading permit or building permit, whichever occurs first 14 Developer shall submit to the City Engineer proof that a Notice of Intention for the start ,. of work has been submitted to the State Water Resources Control Board 16 35 Based upon a review of the proposed grading and the grading quantities shown on the tentative map, a grading permit for this project is required Developer shall apply for and 17 obtain a grading permit from the City Engineer prior to issuance of a building permit for the project1 o 19 Dedications/Improvements 20 36 The easement to the City of Carlsbad for trees and shrubs, recorded June 27,1968 as Instrument No 108282 of Office Records and the easement to the City of91Carlsbad for slope construction, recorded February 8, 1967 as Instrument No 22 17040 of Official Records shall be quitclaimed prior to the approval of a grading permit or final map, whichever occurs first 23 37 Developer shall cause Owner to make an irrevocable offer of dedication to the City 24 and/or other appropriate entities for all public streets and other easements shown on the tentative map and, subject to North County Transit District's (NCTD) discretion, dedication of an NCTD easement for the proposed bus stop encroachment onto the 26 subject property The offer shall be made by a certificate on the final map and/or separate recorded document All land so offered shall be offered free and clear of all 27 hens and encumbrances and without cost Streets that already public are not required to be rededicated 28 ! PCRESONO 6114 -10 38 Additional drainage easements may be required Developer shall dedicate and provide or 2 install drainage structures, as may be required by the City Engineer, prior to or concurrent with any grading or building permit 3 39 Developer shall provide the design of all private streets and drainage systems to the satisfaction of the City Engineer The structural section of all private streets shall t- conform to City of Carlsbad Standards based on R value tests All private streets and drainage systems shall be inspected by the City Developer shall pay the standard 6 improvement plancheck and inspection fees 7 40 Developer shall execute and record a City standard SUBDIVISION Improvement Agreement to install and secure with appropriate security as provided by law, public improvements shown on the tentative map and the following improvements including, 9 but not limited to paving base and striping repair, grading, sewer water, fire hydrants, retaining walls to City Standards to the satisfaction of the City Engineer The 10 improvements are a) Installation of sewer laterals, water services and related appurtenances within Carlsbad Village Drive 13 a Installation of a public fire hydrant, service line and appurtenances 14 b Striping modifications on Carlsbad Village Drive to accommodate left turns into the project, subject to the direction and satisfaction of the City Engineer A list of the above shall be placed on an additional map sheet on the Final Map per the provisions of Sections 66434 2 of the Subdivision Map Act Improvements listed above 17 shall be constructed within 18 months of approval of the subdivision or development improvement agreement or such other time as provided in said agreement 1 o 41 Developer shall comply with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit Developer shall provide improvements constructed 20 pursuant to best management practices as referenced in the "California Storm Water Best Management Practices Handbook" to reduce surface pollutants to an acceptable level 21 prior to discharge to sensitive areas Plans for such improvements shall be submitted to and subject to the approval of the City Engineer Said plans shall include but not be limited to notifying prospective owners and tenants of the following 23 A All owners and tenants shall coordinate efforts to establish or work with 24 established disposal programs to remove and properly dispose of toxic and hazardous waste products25 P B Toxic chemicals or hydrocarbon compounds such as gasoline, motor oil antifreeze solvents, paints, paint thinners wood preservatives and other such 27 fluids shall not be discharged into any street public or private or into storm dram or storm water conveyance systems Use and disposal of pesticides, fungicides, 28 herbicides, insecticides, fertilizers and other such chemical treatments shall meet PCRESONO 6114 11 Federal State, County and City requirements as prescribed in their respective 2 containers 3 C Best Management Practices shall be used to eliminate or reduce surface pollutants when planning any changes to the landscaping and surface improvements 4 42 Prior to the issuance of grading permit or building permit, whichever occurs first, 5 Developer shall submit for City approval a Storm Water Pollution Prevention Plan (SWPPP)' The SWPPP shall be in compliance with current requirements and provisions established by the San Diego Region of the California Regional Water Quality Control 7 Board and City of Carlsbad Requirements The SWPPP shall address measures to reduce to the maximum extent practicable storm water pollutant runoff during construction of the 8 project At a minimum, the SWPPP shall 9 a include all content as established by the California Regional Water Quality Control Board requirements, include the receipt of ' Notice of Intent issued by the California Regional Water Quality Control Board, recommend source control and treatment control Best Management Practices (BMPs) 12 that will be implemented with this project to avoid contact or filter said pollutants from storm water to the maximum extent practicable before discharging to City right of way or natural drainage course, and establish specific procedures for handling spills and routine clean up Special considerations and effort shall be applied to employee education on the proper 15 procedures for handling clean up and disposal of pollutants 16 43 Prior to the issuance of grading permit or building permit whichever occurs first Developer shall submit for City approval a Storm Water Management Plan (SWMP) The SWMP shall demonstrate compliance with the City of Carlsbad Standard Urban 18 Stormwater Mitigation Plan (SUSMP) Order 2001 01 issued by the San Diego Region of the California Regional Water Quality Control Board and City of Carlsbad Municipal 19 Code The SWMP shall address measures to avoid contact or filter said pollutants from storm water to the maximum extent practicable for the post-construction stage of the project At a minimum the SWMP shall 21 a identify existing and post-development on site pollutants of-concern, 22 b identify the hydrologic unit this project contributes to and impaired water bodies that could be impacted by this project, 23 c recommend source controls and treatment controls that will be implemented with this project to avoid contact or filter said pollutants from storm water to the maximum extent practicable before discharging to City right of way, 25 d establish specific procedures for handling spills and routine clean up Special considerations and effort shall be applied to employee education on the proper 26 procedures for handling clean up and disposal of pollutants e ensure long-term maintenance of all post construct BMPs in perpetuity and f identify how post development runoff rates and velocities from the site will not exceed the pre development runoff rates and velocities to the maximum extent practicable PCRESONO 6114 -12- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 44 Prior to building permit or grading permit issuance, whichever occurs first, Developer shall have design, apply for and obtain approval of the City Engineer, for the structural section for the access aisles with a traffic index of 5 0 in accordance with City Standards due to truck access through the parking area and/or aisles with an ADT greater than 500 The structural pavement design of the aisle ways shall be submitted together with required R-value soil test information and approved by the City Engineer as part of the building or grading plan review whichever occurs first Final Map Notes 45 Developer shall show on Final Map the net developable acres for each parcel 46 Note(s) to the following effect(s) shall be placed on the map as non mapping data A All improvements are privately owned and are to be privately maintained with the exception of the following 1 Sewer and water pipe and related appurtenances within Carlsbad Village Drive public right of way 2 The proposed onsite fire hydrant, service line and related appurtenances B Building permits will not be issued for development of the subject property unless the appropriate agency determines that sewer and water facilities are available C No structure, fence wall, tree, shrub, sign, or other object may be placed or permitted to encroach within the area identified as sight distance corridors Special Conditions 47 The Average Daily Trips (ADT) and floor area contained in the staff report and shown on the tentative map are for planning purposes only Developer shall pay traffic impact and sewer impact fees based on Section 18 42 and Section 13 10 of the City of Carlsbad Municipal Code, respectively Water 48 49 Prior to approval of improvement plans or final map, Developer shall meet with the Fire Marshal to determine if fire protection measures (fire flows, fire hydrant locations, building sprinklers) are required to serve the project Fire hydrants, if proposed, shall be considered public improvements and shall be served by public water mains to the satisfaction of the District Engineer The Developer shall design and construct public facilities within public right of way or within minimum 20 feet wide easements granted to the District or the City of Carlsbad At the discretion of the District Engineer, wider easements may be required for adequate maintenance, access and/or joint utility purposes PCRESONO 6114 -13 50 Prior to issuance of building permits, Developer shall pay all fees deposits, and charges 2 for connection to public facilities Developer shall pay the San Diego County Water Authority capacity charge(s) prior to issuance of Building Permits 3 51 The Developer shall install potable water services and meters at a location approved by 4 the District Engineer The locations of said services shall be reflected on public improvement plans s 52 The Developer shall install sewer laterals and clean-outs at a location approved by the District Engineer The locations of sewer laterals shall be reflected on public 7 improvement plans 8 53 The Developer shall design and construct public water and sewer facilities substantially as shown on the Tentative Map to the satisfaction of the District Engineer Proposed public facilities shall be reflected on public improvement plans 54 The Developer shall provide separate potable water meters for each separately owned unit 12 55 This project is approved upon the express condition that building permits will not be issued for the development of the subject property unless the District Engineer has 13 determined that adequate water and sewer facilities are available at the time of occupancy A note to this effect shall be placed on the Final Map, as non mapping data 56 Pnor to Final Map approval or issuance of building permits whichever is first, the entire 15 potable water and sewer system shall be evaluated in detail to ensure that adequate capacity, pressure and flow demands can be met to the satisfaction of the District 16 T-Engmeer 17 Code Reminders 18 n The project is subject to all applicable provisions of local ordinances including but not limited to 1 ° the following 20 57 The tentative map shall expire twenty four (24) months from the date this tentative map 21 approval becomes final 22 58 Developer shall exercise special care during the construction phase of this project to prevent offsite siltation Planting and erosion control shall be provided in accordance with Carlsbad Municipal Code Chapter 1516 (the Grading Ordinance) to the satisfaction 24 of the City Engineer 25 59 Approval of this request shall not excuse compliance with all applicable sections of the Zoning Ordinance and all other applicable City ordinances in effect at time of building permit issuance, except as otherwise specifically provided herein 27 60 Any signs proposed for this development shall at a minimum be designed in conformance 28 W1th the City s Sign Ordinance and shall require review and approval of the Planning Director prior to installation of such signs PCRESONO 6114 -14- 1 2 61 The project shall comply with the latest non residential disabled access requirements pursuant to Title 24 of the State Building Code 3 62 Premise identification (addresses) shall be provided consistent with Carlsbad Municipal 4 Code Section 18 04 320 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PCRESONO 6114 15- NOTICE 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Please take NOTICE that approval of your project includes the "imposition" of fees dedications reservations, or other exactions hereafter collectively referred to for convenience as fees/exactions You have 90 days from date of approval to protest imposition of these fees/exactions If you protest them you must follow the protest procedure set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning zoning, grading or other similar application processing or service fees in connection with this project, NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this or as to which the statute of limitations has previously otherwise expired PASSED, APPROVED AND ADOPTED at a regular meeting of the Planning Commission of the City of Carlsbad, California, held on the 7th day of June 2006, by the following vote to wit AYES NOES ABSENT ABSTAIN Chairperson Montgomery, Commissioners Baker, Cardosa, Dommguez Segall, and Whitton Commissioner Hememan MARTELLB MONTG^ CARLSBAD PLANNING COM? ATTEST rperson ION CLX. DONNEU Assistant Planning Director PCRESONO 6114 -16 1 PLANNING COMMISSION RESOLUTION NO 6115 2 A RESOLUTION OF THE PLANNING COMMISSION OF THE 3 CITY OF CARLSBAD, CALIFORNIA, APPROVING A NON- RESIDENTIAL PLANNED UNIT DEVELOPMENT PERMIT 4 TO SUBDIVIDE 221 ACRES INTO 10 AIRSPACE NON RESIDENTIAL CONDOMINIUM UNITS AND ONE COMMON LOT ON PROPERTY GENERALLY LOCATED ALONG THE 6 SOUTHSIDE OF CARLSBAD VILLAGE DRIVE, WEST OF HIGHLAND DRIVE IN LOCAL FACILITIES MANAGEMENT 7 ZONE1 CASE NAME CARLSBAD MEDICAL VILLAGE 8 CASE NO PUD 05 15 9 WHEREAS, Carlsbad Medical Village, L P , 'Developer," has filed a verified 10 application with the City of Carlsbad regarding property owned by Carlsbad Medical Village, 12 LP Owner " described as 13 That portion of Tract 119 of Carlsbad Lands, in the City of Carlsbad, County of San Diego, State of California, according 14 to Map thereof No 1661, filed m the Office of the County Recorder of San Diego County, March 1915 16 (the Property ), and 17 WHEREAS said verified application constitutes a request for a Non Residential 1 810 Planned Unit Development Permit as shown on Exhibits "A" - "Q" dated June 7, 2006 on file 19 in the Planning Department, CARLSBAD MEDICAL VILLAGE - CT 05-19, as provided by 20 Chapter 21 47 of the Carlsbad Municipal Code, and 21 22 WHEREAS, the Planning Commission did on the 7th day of June 2006 hold a 23 duly noticed public hearing as prescribed by law to consider said request, and 24 WHEREAS at said public hearing, upon hearing and considering all testimony 25 and arguments if any, of persons desiring to be heard, said Commission considered all factors 26 relating to the Non Residential Planned Unit Development Permit 27 NOW THEREFORE BE IT HEREBY RESOLVED by the Planning28 y & Commission of the City of Carlsbad as follows A) That the foregoing recitations are true ^nd correct 2 B) That based on the evidence presented at the public hearing, the Commission 3 APPROVES CARLSBAD MEDICAL VILLAGE - CT 05-19, based on the following findings and subject to the following conditions4 r Findings The granting of this permit will not adversely affect and will be consistent with the code the general plan applicable specific plans master plans and all adopted plans of the city 7 and other governmental agencies in that the proposed project, as designed and conditioned, is consistent with the Office and Related Commercial (O) General ° Plan Land Use designation, complies with all the minimum requirements of Title 20 q and 21, has been specifically designed to be incompliance with the development standards associated with the Residential Professional (R-P) - Qualified 10 Development Overlay (Q) Zone The proposed use at the particular location is necessary and desirable to provide a service or facility, which will contribute to the general wellbeing of the neighborhood and the community in that the proposed medical office use \t ill provide employment 13 opportunities and service to local residents, and the non-residential planned development will provide opportunities for individual ownership of office space 14 Such use will not be detrimental to the health, safety or general welfare of persons 15 | residing or working in the vicinity or injurious to property or improvements in the vicinity in that the project meets all applicable City standards and ordinances, adequate access will be provided to the site via Carlsbad Village Drive, and the 17 subdivision includes all necessary features to be compatible with the surrounding de\ elopment 18 Q 4 The proposed nonresidential planned development meets all of the minimum development standards of the underlying zone except for lot area in that the project 20 proposes to develop 10 airspace condominium units less than seven thousand five hundred square feet and one common lot 21 In granting a nonresidential planned development permit, the City Council Planning Commission or Planning Director may modify the plan or impose such conditions as it 23 i deems necessary to protect the public health safety and general welfare 24 6 The Planning Commission has reviewed each of the exactions imposed on the Developer contained in this resolution, and hereby finds, in this case, that the exactions are imposed to mitigate impacts caused by or reasonably related to the project, and the extent and the degree of the exaction is in rough proportionality to the impact caused by the project 27 28 PCRESONO 6115 Conditions ^ 2 Note Unless otherwise specified herein, all conditions shall be satisfied prior to recordation of 3 the final map 4 1 If any of the following conditions fail to occur, or if they are, by their terms, to be 5 implemented and maintained over time, if any of such conditions fail to be so implemented and maintained according to their terms the City shall have the right to 6 revoke or modify all approvals herein granted, deny or further condition issuance of all future building permits, deny, revoke or further condition all certificates of occupancy 7 issued under the authority of approvals herein granted, record a notice of violation on the property title, institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation No vested rights are gained by Developer 9 or a successor in interest by the City s approval of this Non-Residential Planned Development Permit 10 2 Staff is authorized and directed to make, or require the Developer to make all corrections and modifications to the Non-Residential Planned Development Permit documents, as j 2 necessary to make them internally consistent and in conformity with the final action on the project Development shall occur substantially as shown on the approved Exhibits 13 Any proposed development different from this approval shall require an amendment to this approval 14 3 Developer shall comply with all applicable provisions of federal state, and local laws and regulations in effect at the time of building permit issuance 16 4 If any condition for construction of any public improvements or facilities, or the payment 17 of any fees in lieu thereof, imposed by this approval or imposed by law on this Project are challenged, this approval shall be suspended as provided in Government Code Section 66020 If any such condition is determined to be invalid this approval shall be invalid 19 unless the City Council determines that the project without the condition complies with all requirements of law 20 5 Developer/Operator shall and does hereby agree to indemnify, protect defend and hold 21 harmless the City of Carlsbad, its Council members, officers employees agents and ~~ representatives, from and against any and all liabilities losses, damages, demands, claims and costs, including court costs and attorney s fees incurred by the City arising, directly 23 or indirectly, from (a) City s approval and issuance of this Non-Residential Planned Development Permit, (b) City s approval or issuance of any permit or action, whether 24 discretionary or non-discretionary, in connection with the use contemplated herein, and (c) Developer/Operator's installation and operation of the facility permitted hereby, including without limitation, any and all liabilities arising from the emission by the 26 facility of electromagnetic fields or other energy waves or emissions 27 6 This approval is granted subject to the approval of CT 05-19 and SDP 05-13 and is subject to all conditions contained in Planning Commission Resolutions No 6114 and 6116 for those other approvals incorporated herein by reference PCRESONO 6115 3 1 NOTICE 2 Please take NOTICE that approval of your project includes the imposition" of fees dedications, reservations, or other exactions hereafter collectively referred to for convenience as fees/exactions 5 You have 90 days from date of final approval to protest imposition of these fees/exactions If you protest them, you must follow the protest procedure set forth in Government Code Section 6 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review set aside, void or g annul their imposition 9 You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning, zoning grading or other similar application processing or service fees in connection with this project, NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise 12 expired 13 PASSED, APPROVED AND ADOPTED at a regular meeting of the planning 14 Commission of the City of Carlsbad, California held on the 7th day of June 2006, by the 15 following vote, to wit 16 AYES Chairperson Montgomery, Commissioners Baker Cardosa, Dommguez, Segall, and Whitton 18 NOES 19 ABSENT Commissioner Hememan 20 ABSTAIN21 22 23 MARTELLB MONTGOMERY Chairperson 24 CARLSBAD PLANNING COMMISSION 25 ATTEST 26 27 DONNEU Assistant Planning Director PCRESONO 6115 4- 1 PLANNING COMMISSION RESOLUTION NO 6116 2 A RESOLUTION OF THE PLANNING COMMISSION OF THE 3 CITY OF CARLSBAD, CALIFORNIA APPROVING A SITE DEVELOPMENT PLAN TO DEVELOP 221 ACRES INTO 4 FIVE MEDICAL OFFICE BUILDINGS TOTALING 23,457 5 SQUARE FEET ON PROPERTY GENERALLY LOCATED ALONG THE SOUTH SIDE OF CARLSBAD VILLAGE DRIVE 6 WEST OF HIGHLAND DRIVE IN LOCAL FACILITIES MANAGEMENT ZONE 1 7 CASE NAME CARLSBAD MEDICAL VILLAGE CASE NO SDP 05 138 9 WHEREAS, Carlsbad Medical Village, L P , "Developer " has filed a verified 10 application with the City of Carlsbad regarding property owned by Carlsbad Medical Village, L P ,' Owner' described as 12 That portion of Tract 119 of Carlsbad Lands, in the City of 13 Carlsbad, County of San Diego, State of California, according to Map thereof No 1661, filed in the Office of the County 14 Recorder of San Diego County, March 1915 15 ('the Property"), and 16 17 WHEREAS, said verified application constitutes a request for a Site Development 1 x10 Plan as shown on Exhibits "A" - "Q" dated June 7, 2006, on file in the Planning Department, 19 CARLSBAD MEDICAL VILLAGE - CT 05-19 as provided by Chapter 21 06/Section 20 21 53 120 of the Carlsbad Municipal Code and 21 ~~ WHEREAS, the Planning Commission did, on the 7th day of June, 2006 , hold a 23 duly noticed public hearing as prescribed by law to consider said request and 24 WHEREAS at said public hearing upon hearing and considering all testimony 25 and arguments if any, of all persons desiring to be heard, said Commission considered all factors 26 relating to the Site Development Plan 27 NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning28 Commission of the City of Carlsbad as follows A) That the foregoing recitations are true and correct 2 B) That based on the evidence presented at the public hearing, the Planning 3 Commission APPROVES CARLSBAD MEDICAL VILLAGE - CT 05 19 based on the following findings and subject to the following conditions4 r Findings That the requested use is properly related to the site, surroundings and environmental settings, is consistent with the various elements and objectives of the General Plan will 7 not be detrimental to existing uses or to uses specifically permitted in the area in which the proposed use is to be located, and will not adversely impact the site surroundings or ° traffic circulation in that the medical office use is identified in the Office and Related o Commercial (O) General Plan Land Use designation as an "especially appropriate land use, is considered a permitted use within the Residential Professional (R-P) 10 Zone, the buildings are relatively small is scale and are architecturally compatible with surrounding residential homes, the site as designed and conditioned is m conformance with all applicable zoning regulations and development standards, and the project will not adversely impact the site, surroundings or traffic circulation I o 2 That the site for the intended use is adequate in size and shape to accommodate the use in that the project site can accommodate the proposed medical office development 14 while providing all required setbacks, parking, landscaping, and other amenities required by applicable City regulations and development standards That all yards setbacks, walls, fences landscaping, and other features necessary to adjust the requested use to existing or permitted future uses in the neighborhood will be 17 provided and maintained in that the project has been designed and conditioned to meet all applicable Title 21 zoning regulations and development standards, and has 18 been conditioned to establish an owner's association for the maintenance of all common areas, including but not limited to, trash enclosures, landscape areas, employee eating areas, fences, perimeter walls, retaining walls, lighting, paved access and parking areas 91 4 That the street systems serving the proposed use is adequate to properly handle all traffic generated by the proposed use in that required road improvements, in accordance 22 with the Zone 1 Local Facilities Management Plan, to Carlsbad Village Drive along the project's frontage ensures that the roadway will operate at acceptable levels through build-out One point of ingress/egress to the site from Carlsbad Village Drive will reduce potential traffic conflicts on the street 25 Conditions 26 Note Unless otherwise specified herein, all conditions shall be satisfied prior to recordation of the final map 27 oo 1 If anY of the following conditions fail to occur, or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so PCRESONO 6116 -2 implemented and maintained according to their terms, the City shall have the right to 2 revoke or modify all approvals herein granted, deny or further condition issuance of all future building permits, deny, revoke or further condition all certificates of occupancy 3 issued under the authority of approvals herein granted record a notice of violation on the property title, institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation No vested rights are gained by Developer <- or a successor in interest by the City s approval of this Site Development Plan 6 2 Staff is authorized and directed to make or require the Developer to make, all corrections and modifications to the Site De\elopment Plan documents, as necessary to make them internally consistent and in conformity with the final action on the project Development shall occur substantially as shown on the approved Exhibits Any proposed development different from this approval, shall require an amendment to this approval 9 This approval is granted subject to the approval of CT 05-19 and PUD 05-15 and is 10 subject to all conditions contained in Planning Commission Resolutions No 6114 and 6115 for those other approvals incorporated herein by reference 12 NOTICE ^ Please take NOTICE that approval of your project includes the imposition' of fees, dedications, ,, reservations or other exactions hereafter collectively referred to for convenience as fees/exactions " 15 You have 90 days from date of final approval to protest imposition of these fees/exactions If you protest them you must follow the protest procedure set forth in Government Code Section 16 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review set aside, void, or annul their imposition 19 You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning, zoning grading or other similar application processing or service fees in connection with this project, NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise 22 expired 23 24 25 26 27 28 PCRESONO 6116 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PASSED, APPROVED AND ADOPTED at a regular meeting of the planning Commission of the City of Carlsbad California held on the 7th day of June 2006, by the following vote to wit AYES Chairperson Montgomery, Commissioners Baker Cardosa, Dominguez, Segall and Whitton NOES ABSENT Commissioner Hememan ABSTAIN MARTELLB MO^GOMEI CARLSBAD PLANNING COl ATTEST Chairperson IS SIGN DON NEU Assistant Planning Director PCRESONO 6116 1 PLANNING COMMISSION RESOLUTION NO 6116 2 A RESOLUTION OF THE PLANNING COMMISSION OF THE 3 CITY OF CARLSBAD, CALIFORNIA, APPROVING A SITE DEVELOPMENT PLAN TO DEVELOP 221 ACRES INTO 4 FIVE MEDICAL OFFICE BUILDINGS TOTALING 23,457 , SQUARE FEET ON PROPERTY GENERALLY LOCATED ALONG THE SOUTH SIDE OF CARLSBAD VILLAGE DRIVE, 6 WEST OF HIGHLAND DRIVE IN LOCAL FACILITIES MANAGEMENT ZONE 1 7 CASE NAME CARLSBAD MEDICAL VILLAGE . CASE NO SDP 05-138 9 WHEREAS, Carlsbad Medical Village, L P , "Developer," has filed a verified 10 application with the City of Carlsbad regarding property owned by Carlsbad Medical Village, L P Owner,' described as 12 That portion of Tract 119 of Carlsbad Lands, m the City of 13 Carlsbad, County of San Diego, State of California, according to Map thereof No 1661, filed in the Office of the County 14 Recorder of San Diego County, March 1915 15 ("the Property ), and 16 17 WHEREAS said verified application constitutes a request for a Site Development 1 O Plan as shown on Exhibits "A" - "Q" dated June 7, 2006, on file in the Planning Department, 19 CARLSBAD MEDICAL VILLAGE - CT 05-19 as provided by Chapter 21 06/Section 20 21 53 120 of the Carlsbad Municipal Code and 21 22 WHEREAS the Planning Commission did, on the 7th day of June 2006 , hold a 23 duly noticed public hearing as prescribed by law to consider said request, and 24 WHEREAS, at said public hearing upon hearing and considering all testimony 25 and arguments, if any, of all persons desiring to be heard, said Commission considered all factors 26 relating to the Site Development Plan 27 NOW THEREFORE, BE IT HEREBY RESOLVED by the Planning 28 Commission of the City of Carlsbad as follows A) That the foregoing recitations are true and correct 2 B) That based on the evidence presented at the public heading the Planning 3 Commission APPROVES CARLSBAD MEDICAL VILLAGE - CT 05-19 based on the following findings and subject to the following conditions 4 5 Findings That the requested use is properly related to the site, surroundings and environmental settings, is consistent with the various elements and objectives of the General Plan will 7 not be detrimental to existing uses or to uses specifically permitted in the area in which the proposed use is to be located, and will not adversely impact the site surroundings or traffic circulation, in that the medical office use is identified m the Office and Related Commercial (O) General Plan Land Use designation as an "especially appropriate" land use, is considered a permitted use within the Residential Professional (R-P) 10 Zone, the buildings are relatively small is scale and are architecturally compatible with surrounding residential homes, the site as designed and conditioned is in conformance with all applicable zoning regulations and development standards, and the project will not adversely impact the site, surroundings or traffic circulation That the site for the intended use is adequate in size and shape to accommodate the use in that the project site can accommodate the proposed medical office development 14 while providing all required setbacks, parking, landscaping, and other amenities required by applicable City regulations and development standards 15 That all yards setbacks, walls, fences, landscaping and other features necessary to adjust the requested use to existing or permitted future uses in the neighborhood will be 17 provided and maintained in that the project has been designed and conditioned to meet all applicable Title 21 zoning regulations and development standards, and has 18 been conditioned to establish an owner's association for the maintenance of all common areas, including but not limited to, trash enclosures, landscape areas, employee eating areas, fences, perimeter walls, retaining walls, lighting, paved -„ access and parking areas That the street systems serving the proposed use is adequate to properly handle all traffic generated by the proposed use, in that required road improvements, in accordance 22 with the Zone 1 Local Facilities Management Plan, to Carlsbad Village Drive along the project's frontage ensures that the roadway will operate at acceptable levels through build-out One point of ingress/egress to the site from Carlsbad Village Drive will reduce potential traffic conflicts on the street 25 Conditions 26 Note Unless otherwise specified herein, all conditions shall be satisfied prior to recordation of the final map 27 l If any of the following conditions fail 10 occur, or if they are by their terms, to be implemented and maintained over time if any of such conditions fail to be so PCRESONO 6116 2 implemented and maintained according to their terms the City shall have the right to 2 revoke or modify all approvals herein granted, deny or further condition issuance of all future building permits, deny, revoke or further condition all certificates of occupancy 3 issued under the authority of approvals herein granted, record a notice of violation on the property title institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation No vested rights are gained by Developer c or a successor in interest by the City s approval of this Site Development Plan 6 2 Staff is authorized and directed to make, or require the Developer to make, all corrections and modifications to the Site Development Plan documents, as necessary to make them internally consistent and in conformity with the final action on the project Development shall occur substantially as shown on the approved Exhibits Any proposed development different from this approval, shall require an amendment to this approval 9 This approval is granted subject to the approval of CT 05-19 and PUD 05-15 and is 10 subject to all conditions contained in Planning Commission Resolutions No 6114 and 6115 for those other approvals incorporated herein by reference 12 NOTICE 13 Please take NOTICE that approval of your project includes the ' imposition" of fees dedications, reservations or other exactions hereafter collectively referred to for convenience as ' fees/exactions " 15 You have 90 days from date of final approval to protest imposition of these fees/exactions If you protest them, you must follow the protest procedure set forth in Government Code Section 16 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review, set aside, void or annul their imposition 19 You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning, zoning, grading or other similar application processing or service fees in connection with this project, NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise 22 expired 23 24 25 26 27 28 PCRESONO 6116 -3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PASSED APPROVED AND ADOPTED at a regular meeting of the planning Commission of the City of Carlsbad, California, held on the 7th day of June 2006, by the following vote, to wit AYES Chairperson Montgomery, Commissioners Baker, Cardosa Dommguez Segall and Whitton NOES ABSENT Commissioner Hememan ABSTAIN MARTELL B MON|GOMER]O:hairperson CARLSBAD PLANNING COMMISSION ATTEST DON NEU Assistant Planning Director PCRESONO 6116 Carlsbad Fire Department BUILDING DEPT. Plan Review Requirements Category PLANCK, Date of Report 11 28 2006 Reviewed by Name Address Permit # PC060038 Job Name CBAD MEDICAL VILLAGE 5 BUILDIN Job Address 'INCOMPLETE ¥fee item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards Please review carefully all comments attached Please resubmit the necessary plans and/or specifications with changes "clouded" to this office for review and approval Conditions Cond CON6001736. [MET] "(APPROVED ^••s^ • THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST NOTATIONS HEREON CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW NOTE 1 Provide seperate circuit for fire sprinkler monitoring panel and exterior bell if required Entry 07/17/2006 By GR Action AP Entry 11/28/2006 By GR Action AP Carlsbad Fire Department BUILDING DEPT COPY Plan Review Requirements Category PLANCK, _ Date of Report 07-17 2006 Reviewed by Name Address Permit # PC060038 Job Name CBAD MEDICAL VILLAGE 5 BUILDIN Job Address INCOMPLETE The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards Please review carefully all comments attached Please resubmit the necessary plans and/or specifications with changes "clouded", to this office for review and approval Conditions Cond CON0001538 [MET] **APPROVED THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST NOTATIONS HEREON CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW Entry 07/17/2006 By GR Action AP CHILDS MASCARI WARNER h i t e c t s February 20 2007 Mr Jason Goff City of Carlsbad Planning Department 1635 Faraday Ave Carlsbad CA 92008 7314 RE PLAN CHECK NO 060038 Carlsbad Medical Village (CT05 19/SDP 05 13/PUD 05 15) Dear Mr Goff Please see following our written response to the comments and corrections noted in the Plan Check Review Comment Letter dated December 21 2007 for the above referenced project These responses are submitted in conjunction with the required three (3) sets of revised plans RESPONSE TO COMMENTS 1 Condition #15 - Applicant has paid the Habitat Management Plan In lieu Mitigation Fee Condition #18- Please see attached copy of Notice Noise Form #2 Condition #19 - Please see attached copy of Noise Study dated January 2007 as prepared by Alliance Acoustical Consultants Inc 2 Sheet A 1 0 - See revised note on Sheet A 1 0 including City s preferred color BROWN for the NCTD bus stop This concludes the written response to the Plan Review Correction List Please feel free to contact me with any questions or comments Sincerely 1717 Kettner Blvd Suite 100 San Diego California 92101 T 6198140080 F 6198140081 i nfo<2>a architects us www a architects us Member American Institute of Architects U S Green Building Council Aaron Werner P \20050A10\2007\Agency\Response_022007_Plannmg doc San Diego San Francisco RECORDING REQUESTED BY AND ) WHEN RECORDED MAIL TO City Clerk CITY OF CARLSBAD 1200 Carlsbad Village Drive Carlsbad California 92008 1989 Space above this line for Recorder s use Parcel No 156 190 53 & 156 190 54 Project Number and Name CT05 19/SDPQ5 13/PUD05 IS. Carlsbad Medical Village NOTICE CONCERNING AIRCRAFT ENVIRONMENTAL IMPACTS CASE NO CT 05 19/SDP 05 13/PUD 05 15 This Declaration and Notice Concerning Aircraft Environmental Impacts is made by Carlsbad Medical Village. L P a California Limited Partnership herein after referred to as the "Owner" as developer of certain real property situated in the City of Carlsbad County of San Diego State of California RECITALS A The Owner is the developer and holder of the title to certain real property in the City of Carlsbad County of San Diego California more fully described as That portion of Tract 119 of Carlsbad Lands in the City of Carlsbad County of San Diego State of California according to Map thereof No 1661 filed in the Office of the County Recorder of San Diego County March 1915 B The property is located approximately 3 75_ mile(s) from the McClellan Palomar Airport City of Carlsbad San Diego County (the "Airport") operated by the County of San Diego through which are conducted certain aircraft operations on and about said Airport and over real property in the vicinity of the Airport C Owner has no control over the operations of the Airport including the types of aircraft flight the flight patterns of the aircraft nor the frequency of the flights Noise Form #2 Rev 03/27/95 Assessor s Parcel Number 156 190 53 156 190 54 Project Number and Name CTQ5 19/SDP05 13/PUD05 15 - Carlsbad Medical Village FORM NOISE 2 2 OF 3 D It is the desire of Owner to give notice to any potential purchaser of the real property of the air flight operation and the fact that purchasers may be subject to overflight sight and sound of aircraft operating to or from the Airport E The purpose of this notice is to disclose to the fullest extent possible present and future potential impacts of noise generated by all manner of aircraft including public military and private aircraft which will generate noise and other environmental impacts NOW THEREFORE in light of the above Recitals as developer and owner of the property does for itself and its successors and assigns give the following notice 1 Owner has and shall develop the property in accordance with Subdivision Tract Parcel Map (CT _05 19_) approved by the City of Carlsbad which approval includes the requirement of the City of Carlsbad that the development of the property is consistent with the Land Use Element and Noise Element of the General Plan of the City of Carlsbad 2 That Owner has no responsibility or control over the operation of the Airport including without limitation the types or number of flight operations types of aircraft (including jet aircraft) timing of flight operation or frequency of flights 3 That the flight operations to the Airport may create significant aircraft environmental impacts affecting the purchasers tenants and occupants of the property and that purchasers tenants and occupants of the property reside there subject to such overflight sight and sound 4 The property shall be held conveyed hypothecated encumbered leased rented used occupied and improved subject to this Declaration and Notice This Notice shall run with the property and shall be binding upon all parties having or acquiring any right title or interest in the property 5 The purpose of this Notice is to disclose to the fullest extent possible present and future potential impacts of noise generated by all manner of aircraft including public and private aircraft which will generate noise and other environmental impacts Noise Form #2 Rev 03/27/95 Assessor s Parcel Number 156 190 53 156 190 54 Project Number and Name CT 05 19/SDP05 13/PUD05 15 - Carlsbad Medical Village FORM NOISE 2 3 OF 3 Executed this \^ day of 'ZeMZsJfiGX 205% *OWNER Carlsbad Medical Village, L P (Name of owner) a California limited partnership By (sign here) Russell Ries, Managing Member (print name here) roldentop Development I, LLC a California limited liability company its General Partner (title and organization of signatory) By (sign here) (print name here) (title and organization of signatory) (Proper notarial acknowledgment of execution by Contractor must be attached) (Chairman president or vice president and secretary assistant secretary CFO or assistant treasurer must sign for corporations Otherwise the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation ) (If signed by an individual partner the partnership must attach a statement of partnership authorizing the partner to execute this instrument) APPROVED AS TO FORM RONALD R BALL City Attorney By Assistant City Attorney Noise Form #2 Rev 03/27/95 STATE OF CALIFORNIA COUNTY OF SAN DIEGO before me Notary Public personally appeared personally known to me or [ ] proved t th f-fa ;e to be the personfs^ whose namefs) is/ate subscribed to the within instrument and acknowledged to me that he/she/rhey executed the same in his/ter/their authorized capacity(tes-) and that by his/her/thetr signature(s)~on the instrument the person^) or the entity upon behalf of which the person(-s3 acted executed the instrument WITNESS my hand and official seal Commission* 1667660 Notary Public California San Diego County (Signature of Notary) Noise Form #2 Rev 03/27/95 RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO City Clerk CITY OF CARLSBAD 1200 Carlsbad Village Drive Carlsbad California 92008 1 989 Space above this line for Recorder s use Assessor s Parcel Number 156 190 53 156 190 54 Project Number and Name CT 05 19/SDP 05 13/PUD 05 15 Carlsbad Medical Village NOTICE OF RESTRICTION ON REAL PROPERTY The real property located in the City of Carlsbad County of San Diego State of California described as follows That portion of Tract 119 of Carlsbad Lands in the City of Carlsbad County of San Diego State of California according to Map thereof No 1661 filed in the Office of the County Recorder of San Diego County March 1915 is restricted by a Tentative Tract Map No CT 05 19 Site Development Plan No SDP 05 13 and a Non Residential Planned Development Permit No PUD 05 15 approved by the City of Carlsbad on June 7 2006 A copy is on file at the City of Carlsbad Planning Department The obligations and restrictions imposed are binding on all present or future interest holders or estate holders of the property Assessors Parcel Number 156 190 53 156 190 54 Project Number and Name CT 05 19/SDP 05 13/PUD 05 15 Carlsbad Medical Village OWNER CITY OF CARLSBAD Carlsbad Medical Village, L P a California limited partnership Owner s Name DON NEU Assistant Planning Director Signature Russell Ries, Managing Goldentop Development I, LLCa California limited liability company its General Partner Print name and title ATTEST Signature LORRAINE M WOOD City Clerk APPROVED AS TO FORM Print name and title RONALD R BALL City Attorney By Assistant City Attorney (Proper notarial acknowledgment of execution by Contractor must be attached ) (Chairman president or vice president and secretary assistant secretary CFO or assistant treasurer must sign for corporations Otherwise the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering the officer(s) signing to bind the corporation) (If signed by an individual partner the partnership must attach a statement of partnership authorizing the partner to execute this instrument) Rev 06/04/96 STATE OF CALIFORNIA COUNTY OF SAN DIEGO On *€ftg£>te^ia&5e?fr- before me Notary Public personally appeared y/l personally known to me or |_J pf&ved-to-me on-the basis of satisfact-efy evidence to be the personfsj- whose name(-s-) is/afe subscribed to the within instrument and acknowledged to me that he/streTttrey executed the same in his/hef/their authorized capacity(tes) and that by his/her/their signature^ on the instrument the personf-s-) or the entity upon behalf of which the person(s)- acted executed the instrument MaSCILLAROsbuNo' "f CommlMlon* 1667660 F WITNESS my hand and official seal ii£9f9 Notary Public California fy s^^^fiaxf San Diego County ~ MyComm ~ (Signature of Notary) Rev 06/04/96 City of Carlsbad DWp;Si'r t rin e ri t July 11 2006 Mr Aaron Werner Leary Childs Mascan Warner Architects 9845 Erma Road Suite 205 San Diego CA 92131 RE PLAN CHECK NO 060038, CARLSBAD MEDICAL VILLAGE (CT 05 19/SDP 05 13/PUD05 15) Dear Mr Werner The Planning Department has completed their initial plan check review of the above referenced project Please review the following items and address accordingly Comments relating to Conditions of Approval 1 Demonstrate compliance with all applicable conditions of approval found in Planning Commission Resolutions 6114 6115 and 6116 More specifically a Condition No 6 We are still in need of a Mylar copy of the approved Site Plan The Mylar copy of the Tentative Tract Map was received and accepted on July 10 2006 b Condition No 7 c Condition No 10 d Condition No 11 and 12 Please note that the Landscape Plan Check is a separate submittal and carries with it separate fees Please see the attached handout for the Construction Drawing Landscape Review process ( e Condition No 15 The project site consists of 2 21 acres of Group F Disturbed Land The Habitat Management Plan Fee for Group F Disturbed Land is currently set at $2 569/acre f Condition No 17 Please find the attached Notice of Restriction which must be signed and returned for recordation g Condition No 18 Please find the attached Noise Form #2 which must be signed and returned for recordation h Condition No 19 A letter from a Certified Acoustical Engineer is needed to demonstrate compliance with this condition 1635 Faraday Avenue » Carlsbad CA 92008 7314 • (760) 602 4600 • FAX (760) 602 8559 « wwwci carlsbad ca us PLAN CHECK NO 060038 CARLSBAD MEDICAL VILLAGE (CT 05 19/SDP 05 13/PUD 05 15) July 11 2006 Page 2 , i Condition No 22 In addition to Sheet E 1 1 through E 8 1 please also include a photometric analysis of the site plan (including the adjacent parcels) showing the light levels on site and of that spilling across onto the adjacent properties j Condition No 23 Please provide us with a letter from the North County Transit District indicating their satisfaction with the proposed bus stop location and its specific design type k Condition No 24 Please include all details and elevations of the retaining walls and perimeter wall on the landscape plans General Comments 2 Please note Code Reminder Condition No 60 of Resolution No 6114 specifically discusses the conformance of project signage with the Citys Sign Ordinance (See Chapter 21 41 of the Carlsbad Municipal Code) which for a project such as this will require approval of a Sign Program There are many areas within the plans that propose signage or sign locations At this time please remove all signage from all areas of the plans (including the elevations) as signage is to be approved under a separate building permit Comments Specific to Civil Plans. Sheets 1 7 3 Please coordinate with the project s architect to provide a detailed elevation and section detail of the proposed retaining wall which is similar in detail to the proposed 6 ft tall masonry wall being proposed along the perimeter and detailed on Sheet A 9 2 of the Architectural Plans Detail No 10 4 Please revise the design of the retaining walls to complement the proposed masonry wall and project architecture At a minimum the retaining walls shall include the same type of split faced block as utilized in the perimeter wall and shall include a distmguishably decorative type cap 5 Sheet No 5 shows parking lot paving however does not propose enhanced paving at the driveway entrance as originally approved 6 Revise the size of the parking lot landscape diamonds to reflect the size dimensioned on Architectural Plans Sheet A 9 0/Detail No 19 Comments Specific to Architectural Plans, Sheets A 1 0 through A 9 2 7 Revise the size of the parking lot landscape diamonds to reflect the size dimensioned on SheetA90/DetailNo 19 8 Will the grid patterns illustrated in the Entry Drive detail (Sheet A 1 1/Detail No 10) be visible? If so please graphically illustrate them PLAN CHECK NO 060038 CARLSBAD MEDICAL VILLAGE (CT 05 19/SDP 05 13/PUD 05 15) July 11 2006 Page3 , 9 The hardscape area forming the entryway of each building has been changed from that which was originally shown and approved Please provide us with an updated color materials board to reflect the material changes as proposed 10 The Masonry Fence Plan (Sheet A 1 2) appropriately shows two 42 inch high masonry wall sections being proposed within the front setback area along Carlsbad Village Drive Please revise the one section of wall proposed at the northeast corner of the site by extending the 6 ft high wall up to the back of sidewalk The intent of the requirement to construct a 6 ft high solid masonry wall between commercial and residential uses is to specifically protect the residential use Please leave the 42 inch high section of wall in the northwest corner of the site as proposed 11 Sheet A 4 1 and A 4 3 Four large attic vents are proposed on the roof of Building C which were not originally incorporated into the original design Viewed from the side these attic vents seriously change the roof form of the building and may possibly draw negative comments from members of the Planning Commission who never had a chance to review and provide comments on this feature Please find another less obtrusive ways to vent the attic space We are willing to review and discuss other options prior to a return submittal 12 Sheet A 6 1 Please consider raising the wood trellis features proposed over the windows of Building E by approximately 6 to 8 inches to expose the window trim underneath It s our opinion that their current position gives the front elevation a squatty appearance Please call me to discuss We are willing to review and discuss prior to a return submittal 13 Sheet A 9 1/Detail 29 Is there a decorative cap which could be utilized along the top of the trash enclosure to accent the proposed materials better than a mortar cap? Please revise 14 Sheet A 9 2/Detail 16 & 18 Code Reminder Condition No 60 of Resolution No 6114 specifically discusses the conformance of project signage with the City s Sign Ordinance (See Chapter 21 41 of the Carlsbad Municipal Code) which for a project such as this will require approval of a Sign Program There are many areas within the plans that propose signage or sign locations At this time please remove all signage from all areas of the plans (including the elevations) as signage is to be approved under a separate building permit 15 Sheet A 9 2/Detail 9 Please revise the wall detail to provide a distmguishably decorative cap along the wall and atop each pilaster It is our understanding that the proposed concrete masonry pilaster cap is flush mounted and does not provide any accent treatment to the wall In addition a mortar cap along the top of the wall (as illustrated in Detail 8) also does not provide any accent treatment to the wall Please revise We are willing to review and discuss prior to a return submittal 16 Sheet A 9 2/Detail 9 It is our understanding from the plans that the wall will consist of split faced CMU on both sides However will the block colors also show through to the other side7 So we are all clear please provide us with a wall elevation (similar to Detail 9) detailing the back side of wall facing the adjacent homeowners PLAN CHECK NO 060038 CARLSBAD MEDICAL VILLAGE (CT 05 19/SDP 05 13/PUD 05 15) July 11 2006 Page 4 ( 17 Sheet A 9 2/Detail 8 Please revise to match the wall 18 On Sheet A 9 2 please also provide two additional details of the proposed retaining wall and retaining wall section (similar in detail as you have provided in Details 8 & 9) Please see comment No 3 above regarding the design and materials Comments Specific to Electrical Plans. Sheets E 1 1 through E 8 1 19 Sheet E1 1/Fixture List Please note that under Fixture Type F1D the fixture description indicates that the light pole is 15 ft As a reminder the total height of the pole and light fixture as measured from finished grade to the top of the light fixture shall not exceed 15 feet in total height Comments Specific to Landscape Plans. Sheets L 1 through L 8 20 Please expect further landscape comments (see Comment No 1d above) Please contact me at (760) 602 4643 with any questions or to follow up on discussion items listed above Sincerely JASON Associate Planner JAGO bd c Building File Russ Ries PACIFIC SOILS ENGINEERING, INC 7715 CONVOY COURT SAN DIEGO CALIFORNIA 92111 TELEPHONE (858) 560 1713 FAX (858) 560 0380 CARLSBAD MEDICAL VILLAGE, LP 922:> Dowdy Drive Suite 106 San Diego CA 92126 6364 Attention Subject Refei ence September 11 2006 Work Order 401071 Mr Russ Ries Response to City Review Comments for the Carlsbad Medical Village Carlsbad Village Drive and Highland Drive (South Corner) Carlsbad CA Preliminary Geotechmcal Investigation Sea View Office Village Carlsbad Village Dnve in the City of Carlsbad California by Pacific Soils Engineering Lie dated April 15 2004 (Work Order 400979) Gentlemen Piesented herein is Pacific Soils Engineering Inc s (PSE) response to city review comments for the Carlsbad Medical Village Carlsbad Village Drive and Highland Drive (South Corner) m the City of Cailsbaa California The review comments along with PSE's responses aie presented as follows Review Comment # 25 Piovide a letter from the soils engineer confirming that the foundation plan grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report atep? opei ly incorporated into the construction documents PSE's Response to Comment No 25 PSE has reviewed the geotechmcal aspects of the following project plans and specifications > Grading and Erosion Control plans prepared by Partners Planning and Engineering (Sheets 1 through 6 undated) \ Foundation plans prepared by GSSI Structural Engineers (Sheets Sll S12 S21 S22 S2 3 S2 4 S2 5 S4 and S6 dated June 19 2006) CORPORATE HEADQUARTERS TEL (714)220 0770 FAX (714)220 9589 LOS ANGELES COUNTY TEL (310) 325 7272 or (323) 775 6771 FAX (714)220 9589 RIVERSIDE COUNTY TEL (951) 582 0170 FAX (951)582 0176 SOUTH ORANGE COUNTY TEL (714) 730 2122 FAX (714)730 5191 Work Order 401071 September 11 2006 Page 2 Based on our review it is PSE s opinion that the grading and erosion control plans and the foun dation plans reviewed were prepared in substantial conformance with the geotechmcal recom mendations provided in the reference geotechnical report by PSE All grading should conform to the City of Carlsbad requirements and to the recommendations presented in the referenced report Should you have any questions or require additional information please contact the undersigned Respectfully submitted PACIFIC SOILS ENGINEERING, INC By. QCTAVIO BRAMBILA BIT Civil Engineering Associate I / \j-~+—~* **•*»*- Manager of Geotec Reviewed by JOHN A HANSON CEG990 Vice Pj'esident Dist (4) Addressee OB/JAC/JAHbm401071 September 11 2006 PACIFIC SOILS ENGINEERING INC E^GSSI Structural Engineers Calculations for 6056A Carlsbad, CA 9845 Erma Road, 205 San Diego, CA 92131 Phone 858-695-0444 Fax 858-695-8922 Carlsbad Medical Village 2001 CBC Roof Loads Roof Rise= 3 Roof Run= 12 3 ply roofing + reroof 6 psf 15/32 Str I Sheathing 2 psf PreFab Trusses@24 5 psf Ceilmg+lights 4 psf Mechanical Ductwork 2 5 psf Insulation 0 5 psf Misc 1 psf 21 psf to Trusses Beams Headers Walls 20 psf RLL Seismic Loads Zone 4 9km from Type B Fault Soil Type Sc Na= 1 00 Nv= 1 06 Ca= 0 40 Cv= 0 59 1= 1 00 Wind Loads Basic Wind Speed= 70mph Exposure C MaxHt= 18 6 Method 1 qs= 12 6 psf Ce= 1 10 PROJECT Structural Engineers SHEET 5? ""/ GSSINO ^ ENGR M Griffiths DATE A* lu* I t A * >79//}// / ^GSSI Structural Engineers SHEET PROJECT ENGR GSSI NO DATE Hlf ? Structural Engineers Project Carlsbad Medical Village Engr M Griffiths Sheet No -3 Project 6056AA Date 4/20/2006 Stud Wall Design 2001 CBC section 2307 3 Location Typical stud wall Stud Grade = D F #1 Fc= 1000 psi Fb = 1000 psi E 1,700,000 psi c = 03 KcE = 03 le/d max= 50 Wind = Ce*Cq*qs*l w wind = Ce = Cq = qs = Axial load = Moment = 00 psf 1 06 1 50 00 1 00 1128 Ibs/ft Oft IDS Stud height = 115ft Stud spacing = 16 inches on center Stud Size = 2x6 Width = 1 5 inches Depth = 55 inches le/d 25 < le/d max OK' Fc = 536 psi FCE= 810 psi fc= 182 psi <FcEOK' Fb = 1495 psi fb = 0 psi ratio = (fc/Fc)A2+fb/(Fb(1 (fc/FcE))<= 1 00 0 09 + 0 00 = 0 09 < 1 00 Okay Use 2x 6 studs® 16 ino/cfc = P/A < FCE fb = M*12/(b*dA2/6) Fb = Fb*Cm*Cf FCE = KcE*E*Cm/(h/d)A2 Fc = Fc*((1+(FcE/Fc))/(2*cl) sqrt(((1+(FcE/Fc))/(2*c'))A2 (FcE/Fc)/c)) Pall= A*Fc*Cd*Cm*Cf Load Duration Factor Duration Cd= 1 25 Wet Use Factor for Fc Wet Use Cm = 1 00 Wet Use Factor for £ Wet Use Cm = 1 00 1 00 for normal 1 6 for wind 1 33 for seismic 1 00 @ normal conditions and 0 80 @ exposed conditions 1 00 @ normal conditions and 0 90 @ exposed conditions Wet Use Factor for F b Wet Use Cm = 1 00 1 00 @ normal conditions and 0 85 @ exposed conditions Size Factor for Fb Size Factor Cf = 1 30 1 5 @ 2x4 3x4 4x4 1 3 @ 2x6 3x6 4x6 4x8 1 2 @ 2x8 3x8 4x10 1 1 ©2x10 3x10 4x12 1 0@2x12 3x12 S;ze Factor for Fc Size Factor Cf = 110 1 15 @ 4 inch deep members 1 1 @ 6 inch deep members 1 05 @ 8 inch deep members 1 0 @ 10 and 12 inch deep members Repetitive Factor for Fb Rep Factor Cr = 1 15 Pagel Structural Engineers Project Carlsbad Medical Village Engr M Griffiths Sheet No 5 Project 6056AA Date 4/20/2006 Stud Wall Design 2001 CBC section 2307 3 Location Typical stud wall Stud Grade = D F #1 Fc= 1000 psi Fb = 1000 psi E 1,700,000 psi c = 03 KcE = 03 le/d max= 50 Wind = Ce*Cq*qs*l w wind = 20 0 psf Ce = Cq = qs = l = Axial load = Moment = 1 06 1 50 126 1 00 578 Ibs/ft 442 ft Ibs Stud height = 115ft Stud spacing = 16 inches on center Stud Size = 2x6 Width = 1 5 inches Depth = 55 inches le/d 25 < le/d, max OK! Fc = 536 psi FCE = 810 psi fc = 93 psi < FcE OK' Fb = 1495 psi fb= 701 psi ratio = (fc/Fc)A2+fb/(Fb(1 (fc/Fce))<= 1 00 002 Usefc = P/A < FCE fb= M*12/(b*dA2/6) Fb = Fb*Cm*Cf FCE = KcE*E*Cm/(h/d)A2 Fc = Fc*((1+(FcE/Fc))/(2*c) sqrt(((1+(FcE/Fc))/(2*c))A2 (FcE/Fc)/c)) Pall= A * F c*Cd*Cm*Cf 0 40 = 0 42 < 1 00 Okay 2x 6 studs @ 16 mo/c Load Duration Factor Duration Cd= 1 33 1 00 for normal 1 6 for wind 1 33 for seismic Wet Use Factor for Fc Wet Use Cm = 1 00 1 00 @ normal conditions and 0 80 @ exposed conditions Wet Use Factor for E Wet Use Cm = 1 00 1 00 @ normal conditions and 0 90 @ exposed conditions Wet Use Factor for Fb Wet Use Cm = 1 00 1 00 @ normal conditions and 0 85 @ exposed conditions S;ze Factor for Fb Size Factor Cf = 1 30 1 5 @ 2x4 3x4 4x4 1 3 @ 2x6 3x6 4x6 4x8 1 2 @ 2x8 3x8 4x10 1 1 @2x10 3x10 4x12 1 0@2x12 3x12 Size Factor for Fc Size Factor Cf = 110 1 15 @ 4 inch deep members 1 1 @ 6 inch deep members 1 05 @ 8 inch deep members 1 0 @ 10 and 12 inch deep members Repetitive Factor for Fb Rep Factor Cr = 115 Page 1 Structural Engineers Project Carlsbad Medical Village Engr M Griffiths Sheet No $-<> Project 6056AA Date 4/20/2006 Stud Wail Design 2001 CBC section 2307 3 Location Typical stud wall Stud Grade = D F #1 OU C>1Cy(ttl+ Fc= 1000 psi Fb= 1000 psi E 1,700,000 psi c = 03 KcE = 03 le/d max= 50 Wind = Ce*Cq*qs*l w wind = 15 1 psf Ce = 1 06 Stud height = Stud spacing = Stud Size = Width = Depth = le/d = Fc = FCE = fc = 11 5ft 16 inches on center 2x6 1 5 inches 5 5 inches 25 < le/d, max OK« 536 psi 810 psi 160 psi < FcE OK' Cq = qs = l = Axial load = Moment = 1 50 95 1 00 990 Ibs/ft 333 ft ibs Fb = 1495 psi fb = 528 psi ratio = (fc/Fc)A2+fb/(Fb(1 (fc/FcE))<= 1 00 007 Usefc = P/A < FCE fb = M*12/(b*dA2/6) Fb = Fb*Cm*Cf FCE = KcE*E*Cm/(h/d)A2 Fc = Fc*((1+(FcE/Fc))/(2*c) sqrt(((1+(FcE/Fc))/(2*c'))A2 (FcE/Fc)/c)) Pall= A*Fc*Cd*Cm*Cf 0 33 = 0 40 < 1 00 Okay 2 x 6 studs @ 16 in o/c Load Duration Factor Duration Cd= 1 33 Wet Use Factor for Fc Wet Use Cm = 1 00 Wet Use Factor for E Wet Use Cm = 1 00 Wet Use Factor for Fb Wet Use Cm = 1 00 Size Factor for Fb Size Factor Cf = 1 30 Size Factor for Fc Size Factor Cf = 1 10 Repetitive Factor for Fb Rep Factor Cr = 115 1 00 for normal 1 6 for wind 1 33 for seismic 1 00 @ normal conditions and 0 80 @ exposed conditions 1 00 @ normal conditions and 0 90 @ exposed conditions 1 00 @ normal conditions and 0 85 @ exposed conditions 1 5 @ 2x4 3x4 4x4 1 3 @ 2x6 3x6 4x6 4x8 1 2 @ 2x8 3x8 4x10 1 1 @2x10 3x10 4x12 1 0<®2x12 3x12 1 15 @ 4 inch deep members 1 1 @ 6 inch deep members 1 05 @ 8 inch deep members 1 0 @ 10 and 12 inch deep members Page 1 Structural Engineers Project Carslbad Medical Village Engineer M Griffiths Sheet -(f> Project No 6056AA Date 4/20/2006 Allowable Post Loads UBC 2001 Sec 2307 @ 4xposts @ 4xposts @ Sxposts and larger @ Sxposts and larger Grade = D F #1 Fc4= 1300 psi E4 = 1 600 000 psi Fc6= 1000 psi Ee = 1 600 000 psi Fbrg = 625 psi c = 0 80 (0 80 for sawn lumber 0 85 for poles 0 90 for glue laminated lumber KCE = 0 30 (0 30 for visually graded lumber 0413 for machine stress rated sawn and GLB posts) le/d max= 50 FCE = KCE E Cm/(h/d)A2 Fc= Fc*((1+(FcE/Fc))/(2*c) sqrt(((1+(FcE/Fc))/(2 c))A2 (FcE/Fc)/c)) Pall = A * F c*Cd Cm*Cf Duration Cd= 1 00 for Fc only Wet Use Factor for Fc Wet Use Cm = 1 00 Wet Use Cm = 1 00 Wet Use Factor for E @ 4xs 1 00 @ normal conditions and 0 90 @ exposed conditions for E @ 6xs and larger for E ! 4x*s 1 00 @ normal conditions and 0 80 @ exposed conditions > 6xs and larger 1 00 @ normal conditions and 0 91 @ exposed conditions Wet Use Cm = 1 00 Wet Use Cm = 1 00 Size Factor for Fc Size Factor Cf = 115 Size Factor Cf = 110 Size Factor Cf = 1 05 Size Factor Cf = 1 00 Size Factor Cf = 1 00 @ 4x4 posts @ 4x6 posts @ 4x8 posts @ 4x10 posts @ 6x posts Allowable Post Loads kips Posf Size 4x4 6x4 8x4 10 x 4 4x6 6x6 8x6 10 x 6 12 x 6 4x8 6x8 8x8 10 x 8 12 x 8 Height ft 8 9 10 11 12 13 14 15 16 17 18 I 19 78 118 148 180 64 96 121 147 53 80 101 122 45 67 84 103 38 57 72 87 33 49 62 75 28 43 54 65 h/d exceeds 50 207 30 40 51 61 169 27 36 46 54 150 24 32 41 48 131 21 28 36 42 11 5 18 25 31 37 101 16 22 27 33 89 14 19 24 29 79 12 17 21 25 70 11 15 19 23 63 99 13 17 20 57 89 12 15 18 30 47 65 82 97 29 45 62 78 93 27 43 59 74 88 26 40 55 69 82 24 37 51 64 76 22 34 46 59 70 20 31 42 54 63 18 28 38 49 58 16 26 35 44 52 15 23 32 40 47 13 21 29 36 43 51 80 11 14 16 12 19 26 33 39 Pendicular to Gram Bearing 77 12 16 20 12 19 26 33 39 16 26 35 45 53 Post Table , , SHEET P "V^/j/"\C^C** I E/l-I^N^I PROJECT Z&&L&&&? W&EftCwL~ \/\{M*&& GSSINO^ V^V^V^I Structural Engineers ENGR y\& DATE $7 <b/2 // / LATERAL ANALYSIS 7 — R = CODE CBC2001 SEISMIC ZONE FACTOR IMPORTANCE FACTOR SOIL PROFILE TYPE NEAR SOURCE FACTOR NEAR SOURCE FACTOR SEISMIC COEFFICIENT SEISMIC COEFFICIENT BUILDING HEIGHT SEISMIC PERIOD COEFFICIENT T = 0 02 * ( H ) A 0 75 DESIGN BASE SHEAR STRUCTURAL SYSTEM FACTOR W = TOTAL SEISMIC WEIGHT V = (Cvl/(RT)) W V(max) = (25Cal/R) W V (mm) = ( 0 11 Ca I) W V(mm) = (08ZNvl/R)*W zone 4 V = 0182/1 4 = FLEXIBLE DIAPHRAGM SUPPORTING CONCRETE WALL R (flex diap) = 01524 oestr 0400 EQ308 0775 0182 0044 0067 W W W W W EQ304 EQ305 EQ306 EQ307 AT STRE ATWOR V =(0182/1 4) R/4=|AT WORKING STRESS LEVEL PROJECT Structural Engineers ENGR SHEET GSSI NO DATE lUhk? <J>K! 0,1 > C 33 Structural Engineers Project Carlsbad Medical Village Engr M Griffiths East-West Direction BIdg A Seismic Source Type Dist to Seicmic Source Na Soil Profile Type Seismic Zone Seismic Coeff Ca Importance Factor Ip R factor V V base/1 4 B 9 km 1 0 Sc Zone_4 04 1 55 018 0130 *W Loads Roof Ext Wall Interior Wall 21 psf 15psf 8 psf Seismic Load V. base/1 4 weight Roof 2 7 psf Ext Wall 1 9 psf Interior Wall 1 0 psf Sheet L 3 GSSI No 6056A Date 4/20/2006 Roof Ext Walls Interior Wall Parapet Walls 136 22 12 0 171 Wind Governs psf Wind Fw= Dia Depth 50 ft 2 Wall Height 11 5 ft 2 Parapet Height 0 199 plf East-West Direction BIdg A Roof From Cant A Total F Cant Total Dia depth ft 3 50 50 3 Dia width ft 0 105 " 105 " 0 wplf 199 199 199" 199 Shear Ibs 10448 10448 10448 10448 Dia v Shear plf 0 209 209 0 Wall Length ft 24 #' Wall Shear plf 445 & Wall Type 3E 3E Wall v allow Plf 480 480 Shear Wall Type Schedule Wall Types 6E 4E 3E 25E 2E 4E2 3E2 25E2 2E2 Wall v allow 260 plf 380 plf 480 plf 560 plf 630 plf C60 plf 980 plf 1120 plf 1250 plf Nail spacing (8d) @ Edges (inches) 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs Seismic BIdg A EW Structural Engineers Project Carlsbad Medical Village Engr M Griffiths North-South Direction Bldg A Seismic Source Type Dist to Seicmic Source Na Soil Profile Type Seismic Zone Seismic Coeff Ca Importance Factor Ip R factor V V base/1 4 B 9km 1 0 Sc Zone_4 04 1 55 018 0130 *W Loads Roof Ext Wall Interior Wall 21 psf 15psf 8 psf Seismic Load V. base/1 4 weight Roof 2 7 psf Ext Wall 1 9 psf Interior Wall 1 0 psf Sheet L GSSI No 6056A Date 4/20/2006 Roof Ext Walls IntenorWall Parapet Walls 300 22 12 0 334 psf Dia Depth 110ft 2 Wall Height 11 5 ft 2 Parapet Height 0 North-South Direction Bldg A Roof From Cant 1 Total 2 Cant Total Dia depth ft 0 110 110 0 Dia width ft 0 50 50 0 wplf 334 334 334 334 Shear Ibs 8359 8359 8359 8359 Dia v Shear plf 76 76 Wall Length ft 46 35 Wall Shear plf 182 239 Wall Type 6E 6E Wall v allow plf 260 260 Shear Wall Type Schedule Wall Types 6E 4E 3E 25E 2E 4E2 3E2 25E2 2E2 Wall v allow 260 plf 380 plf 480 plf 560 plf 630 plf 760 plf 980 plf 1120 plf 1250 plf Nail spacing (8d) @ Edges (inches) 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs Seismic Bldg A NS Project Carlsbad Medical Village Structural Engineers East-West Direction Seismic Source Type = Dist to Seicmic Source = Na = Soil Profile Type = Seismic Zone = Seismic Coeff Ca = Importance Factor Ip = R factor = V = V base/1 4 Roof 136 Ext Walls 22 Interior Wall 12 Parapet Walls 0 171 psf Wind Governs East-West Direction Roof BldgB B 9km 1 0 Sc Zone 4 04 1 55 018 0130 *W Wind Fw= BldgB Engr M Griffiths Loads Roof 21 Ext Wall 15 Interior Wall 8 Seismic Load V.base/1 4, Roof 2 7 Ext Wall 1 9 Interior Wall 1 0 Dia Depth 50 2 Wall Height 1 1 5 2 Parapet Height 0 199 plf I psf psf psf weight psf psf psf ft ft Sheet L - GSSI No 6056A Date 4/20/2006 From Cant A Total F Cant Total Dia depth ft 3 50 50 3 Dia width ft 0 90 90 " 0 wplf 199 199 199~ 199 Shear Ibs 8955 8955 8955 8955 Dia v Shear Plf 0 179 179 0 Wall Length ft 26 28 Wall Shear plf 344 326 Wall Type 4E 4E Walt v allow plf 380 380 Shear Wall Type Schedule Wall Types 6E 4E 3E 25E 2E 4E2 3E2 25E2 2E2 Wall v allow 260 plf 380 plf 480 plf 560 plf 630 plf 760 plf 980 plf 1120 plf 1250 plf Nail spacing (8d) @ Edges (inches) 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs Seismic BldgB EW Structural Engineers Project Carlsbad Medical Village Engr M Griffiths North-South Direction Bldg B Seismic Source Type Dist to Seicmic Source Na Soil Profile Type Seismic Zone Seismic Coeff Ca Importance Factor Ip R factor V V base/1 4 B 9km 1 0 Sc Zone_4 04 1 55 018 0130 *W Loads Roof Ext Wall Interior Wall 21 psf 15 psf 8 psf Seismic Load V,base/1 4 weight Roof 2 7 psf Ext Wall 1 9 psf Interior Wall 1 0 psf Sheet L £> GSSI No 6056A Date 4/20/2006 Roof Ext Walls Interior Wall Parapet Walls 259 22 12 0 293 Dia Depth 95 ft 2 Wall Height 11 5 ft 2 Parapet Height 0 North South Direction Bldg B Roof From Cant 1 Total 2 Cant Total Dia depth ft 0 90 90 0 Dia width ft 0 50 50 0 wplf 293 293 293 293 Shear Ibs 7336 7336 7336 7336 Dia v Shear plf 82 82 Wall Length ft 33 37 Wall Shear plf 222 198 Wall Type 6E 6E Wall v allow plf 260 260 Shear Wall Type Schedule Wall Types 6E 4E 3E 25E 2E 4E2 3E2 25E2 2E2 Wall v allow 260 plf 380 plf 480 plf 560 plf 630 plf 760 plf 980 plf 1120 plf 1250 plf Nail spacing (8d) @ Edges (inches) 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one Side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs Seismic Bldg B NS Structural Engineers Project Carlsbad Medical Village Engr M Griffiths East-West Direction Bldg C Seismic Source Type Dist to Seicmic Source Na Soil Profile Type Seismic Zone Seismic Coeff Ca Importance Factor Ip R factor V V base/1 4 B 9km 1 0 Sc Zone_4 04 1 55 018 0130 *W Loads Roof Ext Wall Interior Wall 21 psf 15 psf 8 psf Seismic Load V. base/1 4 weight Roof 2 7 psf Ext Wall 1 9 psf Interior Wall 1 0 psf Sheet L GSSI No 6056A Date 4/20/2006 Roof Ext Walls Interior Wall Parapet Walls 300 22 12 0 334 psf Dia Depth 110ft 2 Wall Height 11 5 ft 2 Parapet Height 0 East-West Direction Bldg C Roof From Cant A Total F Cant Total Dia depth ft 0 110 110 0 Dia width ft 0 50 50 0 wplf 334 334 334 334 Shear Ibs 8359 8359 8359 8359 Dia v Shear plf 76 76 Wall Length ft 43 36 Wall Shear plf 194 232 Wall Type 6E 6E Wall v allow plf 260 260 Shear Wall Type Schedule Wall Types 6E 4E 3E 25E 2E 4E2 3E2 25E2 2E2 Wall v allow 260 plf 380 plf 480 plf 560 plf 630 plf 760 plf 980 plf 1120 plf 1250 plf Nail spacing (8d) @ Edges (inches) 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs Seismic Bldg C EW Structural Engineers Project Carlsbad Medical Village Engr M Griffiths North-South Direction Bldg C Seismic Source Type Dist to Seicmic Source Ma Soil Profile Type Seismic Zone Seismic Coeff Ca Importance Factor Ip R factor V V base/1 4 B 9 km 1 0 Sc Zone_4 04 1 55 018 0130 *W Loads Roof Ext Wall Interior Wall 21 psf 15 psf 8 psf Seismic Load V.base/1 4*weight Roof 2 7 psf Ext Wall 1 9 psf Interior Wall 1 0 psf Sheet L 5 GSSI No 6056A Date 4/20/2006 Roof Ext Walls Interior Wall Parapet Walls 136 22 12 0 171 psf Wind Governs Wind Fw= Dia Depth 2 Wall Height 2 Parapet Height 199 plf 50ft 11 5ft 0 North-South Direction Bldg C Roof From Cant 3 Total 5 Cant Total Dia depth ft 3 50 50 3 Dia width ft 0 105 105 " 0 wplf 199 199 Tgg" 199 Shear Ibs 10448 10448 10448 10448 Dia v Shear plf 0 209 209 0 Wall Length ft 30 26 Wall Shear plf 348 402 Wall Type 4E 3E Wall v allow Plf 380 480 Shear Wall Type Schedule Wall Types 6E 4E 3E 25E 2E 4E2 3E2 25E2 2E2 Wall v allow 260 plf 380 plf 480 plf 560 plf 630 plf 760 plf 980 plf 11 20 plf 1250 plf Nail spacing (8d) @ Edges (inches) 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs Seismic Bldg C NS Structural Engineers Project Carlsbad Medical Village Engr M Griffiths From Cant A Total F Cant Total Dia depth ft 3 50 50 3 Dia width ft 0 90 90 " 0 wplf 199 199 199" 199 Shear Ibs 8955 8955 8955 8955 Dia v Shear plf 0 179 179 0 Wall Length ft 26 28 Wall Shear plf 344 326 Wall Type 4E 4E Wall v allow plf 380 380 Sheet L y GSSI No 6056A Date 4/20/2006 East-West Direction Seismic Source Type = Dist to Seicmic Source = Na Soil Profile Type = Seismic Zone = Seismic Coeff Ca = Importance Factor Ip = R factor = V = V base/1 4 = Roof 136 Ext Walls 22 Interior Wall 12 Parapet Walls 0 171 psf Wind Governs East-West Direction Roof BldgD B 9 km 1 0 Sc Zone 4 04 1 55 018 0130 *W WindFw= BldgD Loads Roof Ext Wall Interior Wall 21 psf 15 psf 8 psf Seismic Load V,base/1 4*weiaht Roof Ext Wall Interior Wall Dia Depth 2 Wall Height 2 Parapet Height 199 plf 2 7 psf 1 9 psf 1 Opsf 50ft 11 5ft 0 Shear Wall Type Schedule Wall Types 6E 4E 3E 25E 2E 4E2 3E2 25E2 2E2 Wall v allow 260 plf 380 plf 480 plf 560 plf 630 plf 760 plf 980 plf 1120 plf 1250 plf Nail spacing (8d) @ Edges (inches) 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs Seismic BldgD EW Structural Engineers Project Carlsbad Medical Village Engr M Griffiths North-South Direction Bldg D Roof From Cant 4 Total 6 Cant Total Dia depth ft 0 90 90 0 Dia width ft 0 50 50 0 wplf 293 293 293 293 Shear Ibs 7336 7336 7336 7336 Dia v Shear plf 82 82 Wall Length ft 37 33 Wall Shear plf 198 222 Wall Type 6E 6E Wall v allow plf 260 260 Sheet L /o GSSI No 6056A Date 4/20/2006 North-South Direction Seismic Source Type = Dist to Seicmic Source = Na = Soil Profile Type = Seismic Zone = Seismic Coeff Ca = Importance Factor Ip = R factor = V V base/1 4 wj Roof 259 Ext Walls 22 IntenorWall 12 Parapet Walls 0_ 293 psf BldgD B 9km 1 0 Sc Zone 4 04 1 55 018 0130 *W Loads Roof Ext Wall Interior Wall 21 psf 15 psf 8 psf Seismic Load V,base/1 4 weight Roof Ext Wall Interior Wall Dia Depth 2 Wall Height 2 Parapet Height 2 7 psf 1 9 psf 1 0 psf 95ft 11 5ft 0 Shear Wall Type Schedule Wall Types 6E 4E 3E 25E 2E 4E2 3E2 25E2 2E2 Wall v allow 260 plf 380 plf 480 plf 560 plf 630 plf 760 plf 980 plf 11 20 plf 1250 plf Nail spacing (8d) @ Edges (inches) 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs Seismic Bldg D NS Structural Engineers Project Carlsbad Medical Village Engr M Griffiths From Cant A Total F Cant Total Dia depth ft 3 50 50 3 Dia width ft 0 79 " 79 " 0 " wplf 199 199 ^•••••MMMM1 QQ 199" Shear Ibs 7811 7811 7811 7811 Dia v Shear plf 0 156 156 0 Wall Length ft 24 Wall Shear plf 332 tfjh- Wall Wall Type v allow plf 4E 380 #£. 260 Mf* Sheet L / / GSSI No 6056A Date 4/20/2006 East-West Direction Seismic Source Type = Dist to Seicmic Source = Na Soil Profile Type = Seismic Zone = Seismic Coeff Ca = Importance Factor Ip = R factor = V V base/1 4 Roof 136 Ext Walls 22 Intenor Wall 12 Parapet Walls 0 171 psf Wind Governs East-West Direction Roof BldgE B 9krn 10 Sc Zone 4 04 1 55 018 0130 *W Wind Fw= BldgE Loads Roof Ext Wall Intenor Wall Seismic Load V, Roof Ext Wall Intenor Wall Dia Depth 2 Wall Height 2 Parapet Height 199 plf 21 psf 15 psf 8 psf base/1 4 weight 2 7 psf 1 9 psf 1 0 psf 50ft 11 5ft 0 Shear Wall Type Schedule Wall Types 6E 4E 3E 25E 2E 4E2 3E2 25E2 2E2 Wall v allow 260 plf 380 plf 480 plf 560 plf 630 plf 760 plf 980 plf 11 20 plf 1250 plf Nail spacing (8d) @ Edges (inches) 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs Seismic Bldg E EW Structural Engineers Project Carlsbad Medical Village Engr M Griffiths North-South Direction Bldg E Seismic Source Type Dist to Seicmic Source Na Soil Profile Type Seismic Zone Seismic Coeff Ca Importance Factor Ip R factor V V base/1 4 B 9km 1 0 Sc Zone_4 04 1 55 018 0130 *W Loads Roof Ext Wall Interior Wall 21 psf 15psf 8 psf Seismic Load V.base/1 4*weight Roof 2 7 psf Ext Wall 1 9 psf Interior Wall 1 0 psf Sheet L /£_ GSSI No 6056A Date 4/20/2006 Roof Ext Walls Interior Wall Parapet Walls 228 22 12 0 262 pf Dia Depth 83 5 ft 2 Wall Height 115ft 2 Parapet Height 0 North-South Direction Bldg E Roof From Dia depth ft Cant 0 6 84 Total 4 84 Cant 0 Total Dia wplf Shear Dia v Wall Wall Wall Wall width Shear Length Shear Type v allow ft Ibs plf ft plf plf 0 262 50 262 6 552 6552 50 262 6 552 0 262 6552 78 32 205 6E 260 78 42 157 6E 260 Shear Wall Type Schedule Wall Types 6E 4E 3E 25E 2E 4E2 3E2 25E2 2E2 Wall v allow 260 plf 380 pff 480 plf 560 plf 630 plf 760 plf 980 plf 1120 plf 1250 plf Nail spacing (8d) @ Edges (inches) 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side 3/8 Plywood Sheathing on one side w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs 3/8 Plywood Sheathing on each face w/ 3x studs Seismic Bldg E NS S^GSSI Structural Engineers PROJECT ENGR SHEET GSSI NO DATE L-/3 ^>rH c? 1 i^ ^^j JX X XJ <$» ^GSSI Structural Engineers PROJECT ENGR SHEET GSSI NO DATE r g^GSSI Structural Engineers PROJECT ENGR SHEET GSSI NO DATE A g^GSSI Structural Engineers PROJECT ENGR SHEET GSSI NO DATE V - (H) PROJECT Structural Engineers ENGR SHEET GSSI NO DATE L-17 1247$,*' ^GSSI Structural Engineers PROJECT ENGR SHEET GSSI NO DATE A 7*11 r X X Y 1X1 ^< i S^GSSI Structural Engineers PROJECT CMtf SHEET_ GSSINO_ ENGR M Griffiths DATE ft tfa (>-*>' <s>f (n 7 ^GSSI Structural Engineers PROJECT SHEET_ GSSINO_ ENGR M Griffiths DATE M $ ^GSSI Structural Engineers PROJECT SHEET_ GSSINO_ ENGR M Griffiths DATE 0. OT 4610 < o CDOOcooi1 5"0 00 o-CO 0-0 0) I CO 0) "TO O O -O 0> 5 CD Cg-t—•CDOO ro all DesignShea(/J — (/)(/)</) — — (/)(/)in CO CN COCN CM CMCO CD O O CO CO5! 0 0 o op --I - *+— O O 5822 JJ^'co1 ' 1 o g ^- 0 E •"=> "° co §8» 000 -. - . ,,, -1 _' J E E Q Q WWWWWJWC/)o o o o o o oo o o o o o om m co T- ^t h- CMcom II II in it n •* mCM in CD co T- ???§OOQ Q. Q. Q_ T Q Q I I I I I r^eO'i-ocNCMfOo T- T- If) to OOJ CDW D _ g -g -C CD ^S*° "o ?IE j*£cn5>o "to o.o CM O oCMO)2 CQ PRELIMINARY GEOTECHNICAL INVESTIGATION SEA VIEW OFFICE VILLAGE CITY OF CARLSBAD, CA For ALL-STAR EQUITIES, LLC April 15 2004 By PACIFIC SOILS ENGINEERING INC San Diego CA (Work Order 400979) Work Order 400979 April 15 2004 TABLE OF CONTENTS Page 1 0 INTRODUCTION 3 1 1 Background and Purpose 3 1 2 Scope of Work 3 1 3 Report Limitations 4 2 0 PROJECT DESCRIPTION 4 2 1 Site Location and Description 4 FIGURE 1 2 2 Proposed Development 4 3 0 FIELD AND LABORATORY INVESTIGATION 5 31 Field Study and Subsurface Investigation 5 3 2 Laboratory Testing 5 4 0 GEOLOGIC CONDITIONS 5 4 1 Geologic Units 5 4 1 1 Topsoil (No Map Symbol) 6 4 1 2 Undocumented Artificial Fill (Map Symbol Qafu) 6 413 Terrace Deposit (Map Symbol Qt) 6 4 2 Geologic Structure 6 4 3 Groundwater 6 4 4 Seismic Hazards 7 FIGURE 2 TABLE 4 1 8 4 4 1 Seismicity 9 442 Liquefaction Analysis 9 FIGURES 443 Seiches 10 444 Seismically Induced Settlement 10 50 ENGINEERING ANALYSES 10 51 Material Properties 10 511 Excavation Characteristics 10 5 1 2 Compressibility 1 j 513 ' Expansion Potential 11 5 1 4 Shear Strength Characteristics 11 TABLE 5 1 11 515 Earthwork Adjustments 12 TABLE 52 12 5 1 6 Chemical Analyses 12 52 Slope Stability 12 5 3 Bearing Capacity and Lateral Earth Pressures Methodology 13 6 0 GEOTECHNICAL CONCLUSIONS AND RECOMMENDATIONS 13 6 1 Site Preparation and Removals 13 611 Stripping and Deleterious Material Removal 14 6 1 2 Topsoil (No Map Symbol) 14 6 1 3 Undocumented Fill (Map Symbol Qafu) 14 PACIFIC SOILS ENGINEERING INC Work Order 400979 Apnl 15 2004 TABLE OF CONTENTS Page 614 Terrace Deposit (Map Symbol Qt) 14 6 2 Slope Stability and Remediation 15 621 Cut Slopes 15 622 Fill Slopes 15 6 3 Building Pad Overexcavation 15 6 4 Temporary Backcut Stability 16 6 5 Subsurface Drainage 16 66 Earthwork Considerations 17 661 Compaction Standards 17 662 Documentation of Removals and Drains 17 663 Treatment of Removal Bottoms 17 664 Fill Placement 17 665 Benching 18 666 Mixing 18 667 Fill Slope Construction 18 668 Oversized Materials 19 669 Expansive Materials 19 6 7 Haul Roads 19 68 Import Matenals 19 7 0 DESIGN CONSIDERATIONS 20 7 1 Structural Design 20 7 1 1 Foundation Design 20 712 Post Tensioned Slabs / Foundation Design Recommendations 21 7 1 3 Conventional Slab Recommendations 21 TABLE 7 1 22 TABLE 72 23 7 1 4 Retaining Wall Design 24 TABLE 73 26 FIGURE 4 26 7 1 5 Corrosion 27 7 1 6 Seismic Design 27 TABLE 74 27 7 2 Other Design and Construction Recommendations 27 7 2 1 Site Drainage 27 722 Concrete Flarwork and Lot Improvements 28 TABLE 75 28 723 Other Improvements 28 724 Preliminary Pavement Design 29 TABLE 76 29 725 "Utility Trench Excavation 29 726 Utility Trench Backfill 30 8 0 SLOPE AND LOT MAINTENANCE 30 8 1 Slope Planting 30 PACIFIC SOILS ENGINEERING INC Work Order 400979 April 15 2004 TABLE OF CONTENTS Page 8 2 Lot Drainage 30 8 3 Slope Irrigation 31 9 0 FUTURE PLAN REVIEWS 31 100 CLOSURE 32 101 Limitations 32 APPENDIX A REFERENCES APPENDIX B SUBSURFACE INVESTIGATION PLATE A. - UNIFIED SOILS CLASSIFICATION SYSTEM PLATES A 1 THROUGH A 4 - LOGS OF BORINGS (PSE this report) APPENDIX C LABORATORY ANALYSES TABLE I - SUMMARY OF LABORATORY TEST DATA PLATES B 1 THROUGH B 3 - DIRECT SHEAR TEST DATA PLATES C 1 AND C 2 - CONSOLIDATION CURVES PLATES D 1 THROUGH D 7 - CHEMICAL TEST RESULTS (by others this leport) APPENDIX D EARTHWORK SPECIFICATIONS PLATES G 1 THROUGH Gil- GRADING DETAILS APPENDIX E OWNERS MAINTENANCE AND IMPROVEMENT CONSIDERATIONS POCKET ENCLOSURES PI ATE 1 - 30 SCALE TENTATIVE MAP PACIFIC SOILS ENGINEERING INC PACIFIC SOILS ENGINEERING, INC 7715 CONVOY COURT SAN DIEGO CALIFORNIA 9211 1 TELEPHONE (858)5601713 FAX (858)5600380 ALL-STAR EQUITIES, LLC 12250 El Cammo Real Suite 100 San Diego CA 92130 April 15 2004 Work Order 400979 Attention Mr Tom Kern Subject Preliminary Geotechnical Investigation Sea View Office Village Carlsbad Village Drive in the City of Carlsbad California References See Appendix A Gentlemen Pursuant to your request presented herein is Pacific Soils Engineering Inc s (PSE) preliminary geotechmcal investigation Sea View Office Village Carlsbad Village Dnve in the City of Carlsbad California The major geotechmcal/geologic issues identified within this document include 0 Unsuitable soils removals 0 Grading recommendations 0 Preliminary foundation design parameters 0 Retaining wall design parameters CORPORATE HEADQUARTERS LOS ANGELES COUNTY RIVERSIDE COUNTY SOUTH ORANGE COUNTY TEL (714) 220 0770 TEL (310) 325 7272 or (323) 775 6771 TEL (909) 582 0170 TEL (714) 730 2122 FAX (714)220 9589 FAX (714) 220 9589 FAX (909) 582 0176 FAX (714) 730 51 91 Work Order 400979 Apnl 15 2004 Page 2 PSE appreciates the opportunity to provide you with geotechnical consulting services If you have any questions or should you require any additional information please contact the undei signed Respectfully submitted PACIFIC SOILS ENGINEERING, INC Reviewed by OCTAVIO BRAMBTLA Civil Engineering Associate Reviewed by By,UJ/3^-—. SHAWN IT HA VEIN Engineering Geology Associate JOHNjA HANSON CEC 990 Vice-President Dist (6) Addressee OB/JAC/SDH/JAH bm 400979 April 1 5 2004 PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 3 April 15 2004 1 0 INTRODUCTION 1 1 Background and Purpose The purpose of this report is to provide geotechnical recommendations for the de sign and construction of the project as presented on the accompanying geotechm cal map depicting existing topography and proposed design (Plate 1) The geo technical map utilizes as a base the undated 30 scale Tentative Map prepared by Landmark Consulting 1 2 Scope of Work This study is aimed at presenting onsite geologic and geotechnical information and at providing pertinent conclusions and recommendations relative to develop ment of the property as currently proposed Specific items evaluated as part of this report include 1) existing site conditions 2) unsuitable soils removals 3) engineering and excavation characteristics of the earth materials 4) preliminary foundation recommendations 5) preliminary retaining wall recommendations and 6) lot maintenance considerationsJ <i The scope of our study included the following tasks s Review of pertinent published and unpublished geologic and geotechnical lit eiarure maps and aerial photographs (references) r- Logging and sampling of four (4) hollow stem auger borings (Plates A 1 through A 4 Appendix B) >• Engineering and geologic analyses of the site plan > Compilation and plotting of geotechnical and geologic data on the 30-scale> Tentative Map (Plate 1) /> Limited seismicity analysis > Presentation of conclusions and recommendations based on the results of field laboratory and office studies >- Preparation of this report with accompanying exhibits PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 4 April 15 2004 1 3 Report Limitations The conclusions and recommendations m this report are based on 1) the data developed during the investigation 2) a review of the referenced material and 3) the Tentative Map provided by Landmark Consulting (Plate 1) The materials immediately adjacent to or beneath those observed may have dif- ferent characteristics than those observed and no representations are made as to the quality or extent of materials not observed 2 0 PROJECT DESCRIPTION 2 1 Site Location and Description The Sea View Office Village covers approximately 2 22 acres (Parcel numbers 156 019 053 and 156 019 054) The site is located south of Carlsbad Village Drive (Elm Ave) ir the City of Carlsbad California (Figure 1) and is bounded to the east south and west by private residential parcels The site consists of gently inclined terrain draining to the southwest Elevations range from approximately 152 to 128 feet above mean sea level (msl) 2 2 Proposed Development The proposed development includes building pads for six (6) two and three story office buildings and associated driveways parking lots and improvements Con ventional cut and fill grading techniques will be used to produce the proposed grades As depicted on the tentative map cut and fill slopes will be no greater than seven (7) feet The maximum design depth of cut is approximately nine (9) feet on the northeast ern side of the site and the maximum design fill depth is approximately eleven and one half (11 5) feet in the Parking Area between Buildings 1 and 2 PACIFIC SOILS ENGINEERING INC xJvv \±^ CARLSBADo SITE LOCATION SOURCE JJS13S SAW LUIS TIEY 7.5 WIN TOBQGRAPR QUADRANGLE FIGURE 1 SCALE 1 =2000 PACIFIC SOILS ENGINEERING, INC 7715 CONVOY COURT SAN DIEGO CALIFORNIA 92111 P (858)560 ]713 PSE1NC1@QWEST NET WO 400979 DATE 4/^5/04 Work Order 400979 Page 5 April 15 2004 3 0 FIELD AND LABORATORY INVESTIGATION 3 1 Field Study and Subsurface Investigation PSE's field study consisted of geologic mapping and subsurface investigation in tended to evaluate the engineering characteristics of the onsite soils and bedrock materials Data from subsurface investigation were used in the analysis of the de sign presented on the accompanying Tentative Map (Plate 1) A track mounted hollow stem auger dull ng was used to advance four (4) 8" diameter exploratory borings (HS 1 through HS4) The borings were sampled and logged by a PSE representative The approximate locations of the explora tory borings are shown on the accompanying Tentative Map (Plate 1) The logs of borings are presented in Appendix B of this report as is a more detailed de scnption of the subsurface exploration program (Appendix B) 3 2 Laboratory Testing As part of the bonng program bulk samples were obtained at significant hthologic changes Relatively undisturbed ring samples were obtained from bor ings at predetermined intervals as well as at significant hthologic changes Ring and bulk samples were transported to PSE s laboratory for testing A sum mary of laboratory testing procedures and test results are presented in Appendix C of this report 4 0 GEOLOGIC CONDITIONS 4 1 Geologic Units The site is predominately underlain by Quaternary aged Terrace Deposit (Weber 1982) Variable amounts of topsoil and undocumented fill overlie the Terrace Deposit throughout the site The approximate locations of the geologic contacts observed onsite are shown on the accompanying tentative map (Plate 1) The fol lowing describes the geologic units encountered m our investigation PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 6 April 15 2004 411 Topsoil (No Map Symbol) Approximately one (1) to two (2) feet of topsoil overlies the Terrace De posit throughout the majority of the site The topsoil consists of light or ange-brown sandy silt to silty sand which'is dry and loose to moderately dense 412 Undocumented Artificial Fill (Map Symbol Qafu) Undocumented artificial fills are present along the northern boundary and are associated with the construction of Carlsbad Village Drive They con sist of silty to clayey sands which are moist to slightly moist and moder ately to medium dense The undocumented fills range from approximately one (1) to five (5) feet thick 4 1 3 Terrace Deposit (Map Symbol Qt) Terrace Deposits occur below the shallow topsoils and the undocumented artificial fills onsite The Terrace Deposits onsite consist of silty sand stone that is red brown with shades of gray and black moderately hard to hard and moist to wet The upper one (1) to three (3) feet are weathered 4 2 Geologic Structure The Terrace deposits are relatively fiat lying Based upon literature research (ref- erences) aerial photographic analysis and geologic mapping faulting is not known to be present onsite 4 3 Groundwater Groundwater was encountered in our exploratory excavations The groundwater level ranged from sixteen (16) to seventeen (17) feet in depth from the existing ground surface PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 7 April 15 2004 4 4 Seismic Hazards The subject site is located m southern California which is considered atectom cally active area The type and seventy of seismic hazards affecting the site are dependent on the distance to the causative fault the magnitude intensity and du ration of the seismic event and the subsurface soil characteristics The seismic hazard may be primary such as surface rupture and/or ground shaking or secon dary such as liquefaction ground lurching or inundation by seiches Faults are not knov>n to exist within or near the subject project Accordingly the probability for surface rupture on the subject site is very low Ground shaking hazards caused by earthquakes along active regional faults however do exist Figure 2 presents a map showing the active faults in southern California histon cal earthquakes (1800 to 1997) and the project site location A listing of active faults within a 100 kilometer (62 miles) radius is presented in Table 4 1 PACIFIC SOILS ENGINEERING INC EARTHQUAKE EPICENTER MAP 100 -- 100 150 - Sea View Office Village 150 200 250 300 350 FIGURE 2 Work Older 400979 April 15 2004 Page 8 TABLE 4 1 Distance to Known Active Faults FAULT NAME DISTANCE (mi) (km) MAXIMUM MOMENT MAGNITUDE* (Mw) Newport Inglewood (Offshore) Rose Canyon Coronado Bank Elsmore - Temecula Elsmore Julian Elsmore- Glen Ivy Palos Verdes Earthquake Valley Newport - Inglewood (L A Basin) San Jacinto - Anza Chmo - Central Ave (Elsmore) San Jacinto - San Jacinto Valley Whittier San Jacinto - Coyote Creek Compton Thrust Elysian Park Thrust Elsmore - Coyote Mountain San Jacinto - San Bernardino 53 53 21 6 23 5 238 33 0 357 43 8 45 5 46 1 464 466 506 52 1 552 :>78 582 590 85 86 347 379 383 53 1 374 705 73 3 742 746 750 81 5 838 889 930 936 950 69 69 74 68 7 1 68 7 1 65 69 72 67 69 68 68 68 67 68 67 * Blake (1989 -2000a) PACIFIC SOILS ENGINEERINGS INC Work Order 400979 Page 9 April 15 2004 441 Seismicity The nearest known active fault is the Newport Inglewood Fault Zone a type B fault located appi oximately five and three tenths (5 3) miles west of the project This conclusion is based on literature review (references) aerial photographic analysis and PSE s site mapping and subsurface in- vestigation PSE has performed a probabilistic seismic hazard analysis (PSHA) out- lined in Petersen and others (1996) and UBC (1997) To perform this analysis PSE has utilized FRISKSP developed from United States Geo logic Survey software (FRISK) by Blake (1989 2000c) The attenuation relationships by Boore and others (1997) for soil tvpe Sc (soft soil - shear wave velocity 150 m/s) were utilized For a complete discussion of the software and probabilistic methods the reader is referred to Blake (1989 2000a b and c) With one standard deviation FRISKSP computed 0 27g for soil type Sc (Figure 3) as the peak horizontal ground accelerations from the design basis earthquake having a ten (10) percent probability of being exceeded in fifty (50) years In sum these results are based on many unavoidable geological and statistical uncertainties but yet are consistent with current standard of practice As engineering seismology evolves and as more fault specific geological data are gathered more certainty and different methodologies may also evolve 442 Liquefaction Analysis Seismic agitation of relatively loose saturated sands and silty sands can re suit in a buildup of pore pressure If the pore pressure exceeds the over burden stresses a temporary quick condition known as liquefaction may PACIFIC SOILS ENGINEERING INC PROBABILITY OF EXCEEDANCE BOORE ET AL(1997) NEHRP C (520)1 50 yrs es \ 00 01 02 03 04 05 06 07 08 09 10 Acceleration (g) FIGURE 3 Work Order 400979 Page 10 April 15 2004 occur The effects of liquefaction at a site can manifest it several ways and may include 1) ground oscillations 2) loss of bearing 3) lateral spread 4) dynamic settlement and 5) flow failure The potential for the occurrence of liquefaction at the subject site is con sidered extremely km due to the relatively high in place density of the underlying Terrace Deposits and the proposed remedial grading 443 Seiches Due to the lack of large bodies of water upstream of the site inundation due to seiches is considered extremely low for this project 444 Seismicalh Induced Settlement Upon completion of the grading recommendations presented in this report seismically induced dynamic settlement will be very low and reduced to an acceptable level of risk' as defined by the State of California 5 0 ENGINEERING ANALYSES Presented herein is a general discussion of the geotechnical properties of the various soil types and earth materials as summarized from the referenced reports and the analytic methods used in this report 5 1 Material Properties 511 Excavation Characteristics It is PSE's opinion that the onsite soils can be excavated with conventional earth moving equipment Although unlikely, more resistant cemented beds could be encountered PACIFIC SOILS ENGINEERING INC Work Order 400979 Apnl15 2004 Page 11 512 Compressibility The onsrte materials that are highly compressible include topsoils un- documented fill and the upper weathered portions of the Terrace Deposits Based on in situ density and the results of consolidation tests of the under lying Ten ace Deposit matenals significant settlement is not anticipated Highly compressible matenals will require removal from fill areas pnor to placement of fill and where exposed at-grade in cut areas Recommended removal depths are presented m Section 6 1 and earthwork adjustment es timates are presented in Section 5 1 5 513 Expansion Potential According to the results presented in Table I of Appendix C and PSE s previous expenence in the area the expansion potential of the onsite mate rials vary from very low ' to "low when tested in accordance with UBC 18 2 and classified m accordance with Table 18 1 B of the UBC Depending upon final distnbuton of the earth materials near surface as graded soils could vary in expansion potential between these values 514 Shear Strength Characteristics The following table presents a summarv of averaged shear strength pa rameters obtained from our investigation TABLE 51 Shear Strength Characteristics MaterialDescnption Artificial Fill Compacted (afc) Terrace Deposit (Qt) Cohesion c(psf) 100 0 Friction Angle 4> (Degrees) 32 34 Unit Weight y(pcf) 130 130 PACIFIC SOILS ENGINEERING INC Work Order 400979 April 15 2004 Page 12 515 Earthwork Adjustments The following average earthwork adjustment factors have been formulated for this report TABLE 5 2 Earthwork Adjustments Geologic Unit Topsoil (No Map Symbol) Terrace Deposit (Qt) Adjustment Factor Shrink 8% 12% Bulk 0% 2% These values may be used in an effort to balance the earthwork quantities As is the case with everv project contingencies should be made to adjust the earthwork balance when grading is in progress and actual conditions are better defined 516 Chemical Analyses The results of soluble sulfate tests are presented m Appendix C (Plates D 1 through D 7) According to the test results the soluble sulfate concen trations of the majority of the onsite materials are significantly below 0 1 percent As such soluble sulfate potential for the majority of onsite soils in this phase can be classified as 'negligible m accordance with Table 19 A4ofthel997UBC 52 Slope Stability Based upon the current design no significant slopes higher than seven (7) feet will be created during the grading of the subject site Accordingly it is PSE s opinion that the subject cut and fill slopes proposed onsite will be both grossly and surficially stable PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 13 April 15 2004 5 3 Bearing Capacity and Lateral Earth Pressures Methodology Ultimate beanng capacity values were obtained using the graphs and formula pre sented in NA VFAC DM 7 1 Allowable beanng was determined by applying a factor of safety of at least 3 to the ultimate beanng capacity Static lateral earth pressures were calculated using Rankme methods for active and passive cases If it is desired to use Coulomb forces a separate analysis specific to the application can be conducted 6 0 GEOTECHNICAL CONCLUSIONS AND RECOMMENDATIONS Development of the subject property as proposed is considered feasible from a geotech meal standpoint provided that the conclusions and recommendations presented herein are incorporated into the design and construction of the project Presented below are specific issues identified by this study as possibly impacting site development Recommendations to mitigate these issues are presented in the text of this report Vvith graphic presentation of the recommendations on the enclosed Plate 1 where appropnate 6 1 Site Preparation and Removals All grading shall be accomplished under the observation and testing of the project soils engineer and engmeenng geologist or their authorized representative in ac cordance with the recommendations contained herein the current grading ordi- nance of the City of Carlsbad and PSE's Earthwork Specifications (Appendix D) All topsoil undocumented artificial fill and weathered Terrace Deposit shall be removed in areas planned to receive fill or where exposed at final grade The resulting voids should be replaced with engineered fill The exact extent of re movals can best be determined in the field dunng grading when observation and evaluation can be performed by the soil engineer and/or engmeenng geologist Removals should expose competent unweathered bedrock and be observed and mapped by the engmeenng geologist pnor to fill placement In general soils re PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 14 April 15 2004 moved during remedial grading will be suitable for reuse in compacted fills pro vided they are properly moisture conditioned and do not contain deleterious mate rials 611 Stripping and Deleterious Material Remcnal Existing vegetation trash debris and other deleterious materials should be removed and wasted from the site prior to commencing removal of un- suitable soils and placement of compacted fill materials 6 1 2 Topsoil (No Map Symbol) Complete removal of topsoils will be required Removals are anticipated to range in depth from one (1) to two (2) feet 6 1 3 Undocumented Fill (Map Symbol Qafu) Where possible complete removal of undocumented fill along Carlsbad Village Drive should be conducted within structural areas Removal depths are anticipated to range in depth from one (1) to five (5) feet 614 Terrace Deposit (Map Symbol Qt) The upper weathered portions of the Terrace Deposits will require removal within structural areas Removal depths are anticipated to range in depth from one (1) to three (3) feet PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 1 D April ID 2004 62 Slope Stability and Remediation 62 1 Cut Slopes Based upon the current design the highest design cut slope onsite is seven (7) feet We anticipate that the proposed slopes cut in bedrock will be grossly and surficially stable at a 2 1 slope ratio Design cut slopes that expose undocumented fill soil or weathered bed- rock will require replacement with compacted fill All cut slopes should be observed by the engineering geologist during grading Modifications to this recommendations presented herein may be necessary and should be based upon conditions exposed in the field at the time of grading 622 Fill Slopes The fill slopes on the project are proposed at 2 1 (horizontal to vertical) The highest design fill slope is approximately three (3) feet located in the westerly portion of the project Fill slopes when properly constructed with onsite materials are expected to be grossly and surficially stable as designed 6 3 Building Pad Overexcavation Where design grades and/or remedial grading activities create a cut/fill transition on a building pad the cut and shallow fill portions of the pad shall be overexca vated a minimum of four (4) feet and replaced to design grade with compacted fill All undercuts should be graded such that a gradient of at least one (1) percent is maintained toward deeper fill areas or the front of the lot PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 16 April 15 2004 6 4 Temporary Backcut Stability During grading operations temporary backcuts will be required to accomplish icmovals of unsuitable soils Backcuts in unsuitable soils should be made no steeper than 1 1 (H V) Flatter backcuts may be necessary where geologic con ditions dictate and where minimum width dimensions are to be maintained In consideration of the inherent instability created by temporary construction backcuts for removal and undercut sections it is imperative that grading sched ules are coordinated to minimize the unsupported exposure time of these excava tions Once started these excavations and subsequent fill operations should be maintained to completion without intervening delays imposed by avoidable cir cumstances In cases where five day workweeks comprise a normal schedule grading should be planned to avoid exposing at grade or near grade excavations through a non work weekend If grading is ongoing during inclement weather then forecast weather conditions should be taken into consideration prior to start of removals Where improvements may be affected by temporary instability ei ther on or offsite further restrictions such as extending work days implementing weekend schedules and/or other requirements considered critical to serving spe cific circumstances may be imposed 6 5 Subsurface Drainage Due to the flat relief across the project and the relatively shallow removals onsite subdrams are not anticipated Final determination of subdram requirements will be determined in the field during grading based on the exposed geologic condi tions PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 17 April 15 2004 66 Earthwork Considerations 661 Compaction Standards Fill and processed natural ground shall be compacted to a minimum rela tive compaction of 90 percent as determined by ASTM Test Method D 1557 91 Compaction shall be achieved at slightly above the optimum moisture con tent and as generally discussed in the attached Earthwojk Specifications Compaction shall be achieved with the use of sheepsfoot rollers or similar kneading type equipment Mixing and moisture conditioning will be re quired in order to achieve the required moisture conditions 662 Documentation of Removals and Drams Removal bottoms subdrams fill keys slope laybacks backarams ana their outlets if required should be observed and approved by the engi neenng geologist and/or geotechmcal engineer and documented by the civil engineer prior to fill placement Toe stakes should be provided by the civil engineer in order to verify required key dimensions and locations 663 Treatment of Removal Bottoms At the completion of unsuitable soil removals and excavation of stabihza tion keys the exposed bottom should be scarified to a minimum depth of eight (8) inches moisture conditioned to above optimum conditions and compacted in place to the standards set forth m this report 664 Fill Placement After removals scarification and compaction of m place materials are completed, additional fill may be placed Fill should be placed in thin lifts (eight inch bulk) moisture conditioned to slightly above the optimum PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 18 April 15 2004 moisture content mixed compacted and tested as grading progresses until final grades are attained 665 Benching Where the natural slope is steeper than 5 horizontal to 1 vertical and where designed by the project geotechnical engineer or geologist com- pacted fill material shall be keyed and benched into competent bedrock or firm natural soil 666 Mixing In order to prevent layering of different soil types and/or different mois ture contents mixing of materials may be necessary The mixing should be accomplished prior to and a.b part of the compaction of each fill lift Discing may be required when either excessively dry or wet materials are encountered 667 Fill Slope Construction The following recommendations should be incorporated into construction of the proposed fill slopes > Fill slopes should be overfilled to an extent determined by the con tractor but not less than two (2) feet measured perpendicular to the slope face so that when trimmed back to the compacted core a minimum 90 percent relative compaction is achieved > Compaction of each fill lift should extend out to the temporary slope face > As an alternative to overfilling, fill slopes may be built to the finish slope face in accordance with the following recommendations a) Compaction of each fill lift should extend to the face of the slopes PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 19 April 15 2004 b) At completion of mass filling the slope surface should be watered shaped and compacted by track walking with a D 8 bulldozer or equivalent such that compaction to project standards is achieved to the slope face c) Proper seeding and planting of the slopes should follow as soon as practical to inhibit erosion and deterioration of the slope surfaces Proper moisture control will enhance the long term stability of the finish slope surface 668 Oversized Materials Oversized materials (materials larger than eight inches) are not expected to be generated from excavations onsite If oversized materials are encoun tered then they should be disposed of in deep fill areas as described in this firms Earthwork Specifications (Appendix D) 669 Expansive Materials Alluvium and undocumented artificial fill are expected to range from very low to low in expansion potential If encountered highly expan sive soils should be placed in deeper fill areas outside the influence zone of foundations and other improvements 67 Haul Roads All haul roads ramp fills and tailing areas should be removed pnor to placement of fill 6 8 Import Materials Import materials, if required should be similar in engineering charactensties as the onsite soils and should be approved by the soil engineer at the source prior to importation to the site PACIFIC SOILS ENGINEERING IIMC Work Order 400979 Page 20 April 15 2004 7 0 DESIGN CONSIDERATIONS 7 1 Structural Design It is anticipated that two and three story wood frame and steel frame commer cial structures with shallow slab on grade foundations will be constructed Upon the completion of rough grading finish grade samples should be collected and tested so as to provide specific recommendations as they relate to individual building pads These test lesults and corresponding design recommendations will be presented in a final rough grading report Final slab and foundation design recommendations should be made based upon specific structure sitings loading conditions and as graded soil conditions It is anticipated that the majonty of onsite soils will possess very low to ' low" expansion potential when tested in accordance with UBC Standard 18 2 and clas sified in accordance with UBC Table 18 1-B For preliminary budgeting pur poses the following foundation design requirements for a range of potential ex pansion char act en sties are presented 711 Foundation Design Commercial structures can be supported on conventional shallow founda- tions and slab on grade or post tensioned slab/foundation systems The design of foundation systems should be based on the as graded expansion potential as determined by post grade testing of near surface soils The following values may be used in preliminary foundation design Allowable Bearing 25001bs/sqft (assuming a minimum em bedment depth of 12 inches and a minimum width of 12 inches) Lateral Bearing 250 Ibs /sq ft per foot of depth to a maxi- mum of 2000 Ibs /sq ft Sliding Coefficient 0 35 PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 21 April 15 2004 Settlement Total = 3/4 inch Differential = 3/8 inch in 20 feet The above values may be increased as allowed by code to resist transient loads such as wind or seismic Building code and structural design con siderations may govern Depth and reinforcement requirements should be evaluated by the structural engineer 712 Post Tensioned Slabs / Foundation Design Recommendations Table 7 1 presents preliminary design recommendations that may be im plemented by the structural engineer when post tensioned slab/foundation systems are utilized in the building construction based on Section 1816 and 1817 of the 1997UBC 713 Conventional Slab Recommendations For budgeting purposes it can be anticipated that conventional founda tions can be designed based upon the values presented in Section 711 and Table 7 2 Final design recommendations should be made based upon post grading testing of the near surface soils PACIFIC SOILS ENGINEERING INC CN(DDCoj O O S3•o oo CN -^ *— — ^rE- 11 f^t 9 ^* Ii ^^^ 1C15 1i ™"II ^ii II Z|i ^II *j El L_ 11 "^ ™Zi 9 Q1^1 -TENSIONL^n J/5 O£» ~ E ^^3 0 "-"y S5 13M CD0 JD^ C ^ ^>W C —W s—v^.+^ C -C ^^ ••CD E3 TlCD"* •? | "^ O O c -[j;1 •£*•!£- 'o £,*~; "^DCX3 ,£) J3 S C [£] t—H1^ -^^- ^ s c r- CD s^'T3 P — " Tl1—1 (U 1—1 G y— s. ^ "^ r T '-j— tW d' W O ^ *s ^H o •J P -X r/ cd-H O W P S 5 CT S 1 ="c = 1 *> M ££! H 0< oO w B H 0 U EXPANSIONPOTENTIAL, *- o. IT)s VOm' O r-l ^H^" O ITl rn 1 i1 s o HH o £ o i- iooo^n'Ooin T— <^O 0 1^ Tl i i oomt-o00o£ 11 11 11 ] S m i— <I Mediumce in o i— iH4 £onw <U"~OCd&oPH^T3CD^H>Os.CD"Sp2ex. 0to CD ^n r-1 OCX3 OJ COca CDCD3 ^CD la 3 CD (-1 CO aj 72 >~. T3 CD 1C OCDCX COc- CDJD COJ3 CO giade thicknessCSo ,0 CO "ta S(j r^ c roen |!D o -a fc c« ca o IFootme/Slab DimeThe footing width deptlrequirements of the mosca$,"OCU(DQCJ-0T3— jOtnCDJDCD£ to J^ LO CO 3 u t/^ TIc r CO t/ CD C 3 I O (n P °** to•O a 3 t M SS • — -c ^"^ o p ^ ~~ ^ CD ^ "S S•"•* PI M^ § "§ •? -^, C ^ T: "O w (D CJ ra K ^ 1'J-J CL "5 CO0 ?•5 P CD 3 13ca s "R to M g S Sf 's « S "1 •"• »— 1 Under-Slab ReaunA 10 mil (minimum) pominimum of two (2) meCO toCD CDw t3 t.CD g Cr£2O O*J C"""'(N O Oi4M T"! •£o a, cx_i (D 3JCj ""O T3g. CB «i-r-J 0 nTJ CJ L.M CD CDC "CD "£CD O C.a > ~* ~O OCD O CD *•* tj) OO r- r*CD 3 3 M ° L £ "P "1u "*CB O O"S- "^ '*""' 3 2 £ 5 ^ ^~ J2 J2 & 3 3-^ O O .23-3-00eg CN r}- ^ CO tfJi ca ca r* CD d; — ca cc CD CD W « S 3-c! -P S o o o_ aa oPHac E* f £ a0a. •aCUV 1CUs C BJ U t/:1 Slab Suberade Mo£ S S SEE333E E S "£. "S, a.000 000 'S "S "SCD CD CDCJ CD CDl-H ,-H 1—CD CD CDSX CX CX 000(N m *a-Mmimum of 1Minimum of 1Minimum of 1o £ ^ 3 b"3 •&u « SP> S B3 3 CP "o•S cSCD"E ^SQJ t+H<D ^*-< (D^ GOC/D ^|w ;Rro DO Po73 ^G >i0 £^4—1 QS ^T3 O0 -C £ >tD O u p. QJ-rj ^-i -S rt 0 ^"^3 "^J o "y >, L^ 2 CD ° "S 5 Sj: CD "5 n C2 f 1 ^~I Footing Embedme)1 If exterior footings adjati below the swale bottomi to the face of the slopePACIFIC SOILS ErMGINEERIMG INC Work Order 400979 April 15 2004 Page 23 TABLE 72 CONVENTIONAL FOUNDA TION DESIGN PARAMETERS Expansion Potential Soil Category Low I Medium II High \ III 1 Footing Depth Below Lowest Adjacent Finish Grade [ Two Stor} Interior Two Stor) Exterior Three Story Interior Three Story Exterior 12 inches 1 8 inches 24 inches 24 inches 1 8 inches 1 8 inches 24 inches 24 inches 24 inches 1 24 inches I 24 inches 1 24 inches | Footing Width I Two Storj Three Story Footing Reinforcement Slab Thickness Slab Reinforcement Under Slab Requirement Slab Subgrade Moisture 15 inches 1 8 inches No 4 lebar one (1) on top one (1) on bottom 4 inches (actual) No j rebar spaced 1 8 inch s on center each wa> 2 inches of clean sand o\er 10 mil Visqueen underlain with 2 inches of clean sand Minimum of 1 1 0 percent of optimum moisture prior to placing conciete ID inches 1 8 inches No 4 rebar two (2) on top two (2) on bottom OR No 5 rebar one (1) on top one (1) on bottom 4 inches (actual) No 3 rebar spaced 15 inches on centei each way 2 inches of clean sand over 10 mil Visqueen underlain with 3 inches of clean sand Minimum of 120 percent of optimum moisture 24 hours prior to placing concrete to a depth of 12 inches | 15 inches 1 1 8 inches | No 4 rebar two (2) on j top two (2) on bottom OR No 5 rebar one (1) on top | one (1) on bottom [ 4 inches (actual) | No 3 rebar spaced 12 i inches on center g each way | 2 inches clean sand I o% er 10 mil Visqueen I underlain with 4 inches of B clean sand I Minimum of 140 percent of optimum moisture 48 hours prior to placing concrete to a depth of 12 inches Footing Embedment Next to Swales and Slopes If ex ten 01 footings adjacent to drainage swales are to exist within five (5) feet horizontally of the swale the footing should be embedded sufficiently to assure embedment below the swale bottom is maintained Footings adjacent to slopes should be em bedded such that at least five (5) feet are provided horizontally from edge of the footing to the face of the slope Garages A grade beam reinforced continuously with the garage footings shall be constructed across the garage entrance tying together th ends of the perimeter footings and between individual spread footings This grade beam should be embedded at the same depth as the adjacent perimeter footings A thickened slab separated by a cold joint from the garage beam should be provided at the garage entrance Minimum dimensions of the thickened edge shall be six (6) inches deep Footing depth width and rein forcement should be the same as the structure Slab thickness reinforcement and under slab treatment should be the same as the structure PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 24 April 15 2004 714 Retaining Wall Design Retaining walls should be founded on compacted fill or bedrock Founda tons may be designed in accordance with the recommendations presented in Section 711 In general conventional walls can be designed to retain eithei native materials or select granular backfill although the design for non 'free draining and expansive native material will produce a relatively costly wall system Due to the fact that some of the native onsite soils are relatively fine grained and expansive specifications for the quality of backfill soils should be defined It should be anticipated that suitable select backfill material will have to be imported or selectively produced from onsite sources Conventional walls constructed with select gianular backfill can be designed to resist lateral pressures that are developed by a fluid as presented on Table 73 As depicted on the accompanying retaining wall detail (Figure 4) the se lect material should extend a minimum width (behind the wall) of one half (1/2) the wall height and should be capped with a layer of approximately one (1) foot thickness of native soil > The design loads presented in Table 7 4 are to be applied on the retaining wall in a honzontal fashion Friction between wall and retained soils should not be allowed in the retaining wall analyses > Additional allowances should be made in the retaining wall de sign to account for the influence of construction loads tempo rary loads and possible nearby structural footing loads Unit weight of 130 pcf may be used to model the dry and wet den sity of onsite compacted fill materials > Select backfill imported or granular should be granular struc- tural quality backfill with a sand equivalent of 20 or better and PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 25 April 15 2004 N very low" to low expansive materials should be used The backfill must encompass the full active wedge area > No backfill should be placed against concrete until minimum design strengths are achieved in compression tests of cylinders r Footing excavations for retaining walls should be observed by the project soil engineer or his representative > The wall design should include waterproofing (where appro priate) and backdrams for relieving possible hydrostatic pres sures The backdram should be comprised of a four (4) inch perforated PVC pipe in a two (2) feet by two (2) feet three quarter (3/4) inch gravel matrix wrapped with a geofabric The backdram should be installed with a minimum gradient of two (2) percent and should be outletted every 100 feet or less > Backfill should be compacted to a minimum of 90 percent of the laboratory maximum density at or slightly above optimum moisture as per ASTM D 1557 91 It should be noted that the bearing capacity and passive resistance values presented in Section 7 1 1 are based on level conditions at the toe Modi fied design parameters can be presented for retaining walls with sloped conditions at the toe PACIFIC SOILS ENGINEERING INC Work Order 400979 April 15 2004 Page 26 TABLE 73 SELECT BACKFILL Level Backfil] Coefficient of Active Pressure Coefficient of Passive Pressure Coefficient of at Rest Pressure Y=13Q ^=3; Rankine Coefficients Kp = 3 25 Ko-047 2° Equivalent Fluid Pressure (psf/lin ft ) 400 4230 61 0 2 1 Backfill Rankine Coefficients Equivalent Fluid Pressure (psf/lin ft) Coefficient of Active Pressure Ka = 0 47 Coefficient of Passive Pressure Ascending Kp (+) = 8 62 Descending Kp (-) = 1 23 Coefficient of At Rest Pressure KO =072 61 0 1121 0 1600 940 FIGURE 4 RETAINING WALL BACKFILL NTS PROVID DRAINAG SWALE DRAIN LATERALLYD PRO IDE WEEPHOLES AS REQUIRED TO DRAIN ©©' OR AS MOD1FI D BY A SPECIFIC REPORT (T) 1 INCH PERFORATED PVC SCHEDULE 40 SDR 35 OR APPROVED ALTERNATE J=LACE ^ PERFORATIONS DOWN AND SURROUND WITH 4 CU FT PER FT OF 3/1 INCH ROCK-OR APPROVED ALTERNATE AND MIRAFI140-FJLTER FABRIC OR APPROVED EQUIVALENT (2) OPTIONAL PLACE DRAIN AS SHOWN WHERE MO STURE MIGRATION IS UNDESIRABLE PACIFIC SOILS ENGINEERING INC Work Order 400979 Apnl15 2004 Page 27 715 Corrosion Resistivity tests performed on a selected soil sample indicate that those soils are not corrosive to buried metallic materials PSE recommends the consultation of an engmeer(s) specializing in corrosion to determine speci fications for protection of the construction materials Test results are pre sented in Appendix C (Plates D 1 through D 7) 716 Seismic Design Seismic design should be based on current and applicable building code requirements and the parameters presented in Table 7 4 The parameters are 1) the soil profile types 2) peak ground accelerations (PGA) 3) coefficients for acceleration (Ca) and velocity (Cv) and 4) near source factors for acceleration (Na) and velocity (Nv) The site occurs in seismic zone 4 and therefore the seismic zone factor Z ' is 0 4 The nearest known active fault is the Newport Inglewood (Offshore) Fault Zone It is approximately five and three tenths (5 3) miles west of the project These parameters are meant to be consistent with the UBC (1997) TABLE 74 UBC (1997) Seismic Parameters Area Description Soft rock - Less than 10 feet of fill Soil Profile Type Sc PGA 027g Z 04 C 0 40N, Cv 056N Na 1 0 N, 1 06 72 Other Design and Construction Recommendations 721 Site Drainage Positive drainage away from structures should be provided and main tamed PACIFIC SOILS ENGINEERING INC Work Order 400979 April 15 2004 Page 28 722 Concrete Flatwork and Lot Improvements In an effort to minimize shrinkage cracking concrete flatwork should be constructed of uniformly cured low slump concrete and should contain sufficient control/contraction joints (as defined in Table 7 5) TABLE 7 5 Recommendations for Non-Structural Concrete Flatwork (Low to Medium Expansion Potential Soils) Minimum Specifications Thickness Crack Control Subgrade Preparation Driveways 4 inches Deep tool at 1 0 feet on center each way 120% of optimum moisture to a depth of 12 inches City^ Sidewalks Per City Standard Per City Standard Per City Standard Private Sidewalks 4 inches Deep tool at 6 feet spacing (maximum) 120% of optimum moisture to a depth of 1 2 inches Patios/ Walkways 4 inches Deep tool at 8 feet each way (maximum) 120% of optimum moisture to a depth of 12 inches 723 Other Improvements The owner is advised to consult with qualified geotechmcal engineers de signers and contractors in the design and construction of future improve ments Each building pad and proposed improvement should be evaluated based on the specific sitings and loading conditions accounting for the hillside nature and specific soil conditions Design considerations on any given lot may need to include provisions for 1) differential beanng ma terials (bedrock versus compacted fill) 2) ascending/descending slope conditions 3) bedrock structure 4) perched (irrigation) water 5) spe cial surcharge loading conditions 6) potential expansive soil pressure and 7) differential settlement/heave Suggested owner maintenance and improvement considerations are provided in Appendix E of this report PACIFIC SOILS ENGINEERING INC Work Order 400979 April 15 2004 Page 29 724 Preliminary Pavement Design 'R value testing has not yet been performed Upon achieving subgrade elevation samples should be collected and 'R' value testing performed That data along with traffic indices provided by the City of Carlsbad will be utilized to determine structural pavement sections For budgeting pur poses presented in Table 7 6 below are pavement sections based upon R' values of 10 and 30 and a range of traffic indices The majority of onsite materials are likely to possess R ' values in the range of 10 to 30 TABLE 76 Prehminarj Pavement Sections Traffic Index "R" Value = 10 "R"-Value = 30 50 3 AC/ 9 AB 3 AC/ 6 AB 60 3 AC/ 12 5 AB 3 AC/ 8 5 AB 70 4 AC/ 14 5 AB 4 'AC/ 9 5 AB AC = Asphaltic Concrete AB = Aggregate Base Pavement subgrade soils should be at slightly above optimum moisture condition and should be compacted to at least 95 percent of maximum laboratory dry density m accordance with the ASTM Test Method D 1D57 91 Aggregate base should be compacted to at least 95 percent of maximum dry density as determined by Caltrans 216 725 Utility Trench Excavation All utility trenches should be shored or laid back in accordance with apph cable OSHA standards Excavations in bedrock areas should be made in consideration of underlying geologic structure On this site the general geologic structure is relatively flat although local variations to this re- gional trend can exist and should be evaluated Pacific Soils Engineering Inc can be consulted on these issues during construction PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 30 April 15 2004 726 Utility Trench Backfill Mainline and lateral utility trench backfill should be compacted to at least 90 percent of maximum densitv as determined by ASTM D 1557 Onsite soils will not be suitable for use as bedding material but will be suitable for use in backfill provided oversized materials are removed If native soils are used mechanical compaction is recommended No surcharge loads should be imposed above excavations This includes spoil piles lumber concrete trucks concrete blocks or other materials and construe ton equipment Drainage above excavations should be directed away from the banks Care should be taken to prevent saturation of the soils 8 0 SLOPE AND LOT MAINTENANCE Ongoing maintenance of the improvements is essential to the long term performance of structures and slopes Although the design and construction dunng mass grading is planned to create slopes that are both grossly and surficially stable certain factors are be yond the control of the soil engineer and geologist The homeowners must implement certain maintenance procedures 8 1 Slope Planting Slope planting should consist of ground cover shrubs and trees that possess deep dense root structures and require a minimum of irrigation The Owners should be advised of their responsibility to maintain such planting 8 2 Lot Drainage Roof pad and lot drainage should be collected and directed away from structures and slopes and toward approved disposal areas Design fine grade elevations should be maintained through the life of the structure or if design fine grade ele vations are altered adequate area drains should be installed in order to provide rapid discharge of water, away from structures and slopes The owners should be PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 31 April 15 2004 made aware that they are responsible for maintenance and cleaning of all drainage terraces downdrams and other devices that have been installed to promote struc ture and slope stability 8 3 Slope Irrigation The owners should be advised of their responsibility to maintain irrigation sys terns Leaks should be repaired immediately Sprinklers should be adjusted to provide maximum uniform coverage with a minimum of water usage and overlap Overwatenng with consequent wasteful run-off and serious ground saturation should be avoided If automatic sprinkler systems are installed their use must be adjusted to account for natural rainfall conditions 9 0 FUTURE PLAN REVIEWS This report represents a geotechmcal preliminary investigation of the 20 scale tentative parcel map As the project design progresses site specific geologic and geotechmcal is sues need to be incorporated into design and construction of the project Consequently future plan reviews may be necessary These reviews may include reviews of r- Precise grading plans > Foundation plans r Retaining wall plans These plans should be forwarded to the project geotechmcal engineer / geologist for evaluation and comment(s) as necessary PACIFIC SOILS ENGINEERING INC Work Order 400979 Page 32 April 15 2004 10 0 CLOSURE 101 Limitations The recommendations presented in this report are based on the assumption that an appropriate level of field review will be provided by geotechmcal engineers and en gineenng geologists who are famihai with the design and site geologic conditions The field review shall be sufficient to confirm that geotechmcal and geologic condi tions exposed during grading are consistent with the geologic representations and corresponding recommendations presented in this report Pacific Soils Engineering Inc should be notified of any pertinent changes in the proj ect plans or if subsurface conditions are found to vary from those described herein Such changes or vana tions may require a re evaluation of the recommendations contained m this report The geologic data presented on the exhibits represent selective geologic data which PSE considers representative of site conditions Complete geologic data are contained within the boring logs contained herein and log of trenches within the referenced report The data opinions and recommendations of this report are applicable to the spe cific design of this project as discussed in this report They have no applicability to any other project or to any other location and any and all subsequent users ac cept anv and all liability resulting from any use or reuse of the data opinions and recommendations without the prior written consent of Pacific Soils Engineering Inc Pacific Soils Engineering Inc has no responsibility for construction means methods techniques sequences or procedures or for safety precautions or pro grams in connection with the construction for the acts or omissions of the CON TRACTOR or any other person performing any of the construction or for the failure of any of them to carry out the construction in accordance with the final design drawings and specifications PACIFIC SOILS ENGINEERING INC APPENDIX A References PACIFIC SOILS ENGINEERING INC Work Order 400979 Apnl 15 2004 REFERENCES Blake T F 1989 2000a EOFAULT for Windows Version 3 0 computer program for the de termmistic prediction of peak horizontal acceleration from digitized California faults Blake T F 1989 2000b EQSEARCH for Windows Version 3 0 computer program for the es timation of peak horizontal acceleration from digitized California faults Blake T F 1989 2000c FJUSKSP for Windows Version 4 0 proprietary computer source code for probabilistic acceleration determination Boore D M Joyner W B and Fumal T E 1997 Equations for estimating horizontal re sponse spectra and peak acceleration from western North American earthquakes A summary of recent work Seismological Research Letters volume 6 8 No 1 p 128 1^3 California Division of Mines and Geology 1997 Guidelines for evaluating and mitigating seis mic hazards in California Department of Conservation special publication 117 74 p Hart E W 1994 Fault rupture hazard zones in California California Division of Mines and Geology special publication 42 1992 revised edition 34 p ICBO 1997 Uniform Building Code Whittier California International Conference of Building Officials 3 volumes Jahns Richard H 1995 Geologic guide No 5 northern part of the Peninsular Range Province m Geology of Southern California Division of Mines and Geology Richard Jones ed Jennings C W 1994 Fault activity map of California and adjacent areas California Division of Mines and Geology California geologic map data series map no 6 scale 1 750000 Peterson M D Bryant W A Cramer C H Cao T Reichie M S Frankel AD Lien haemper J J McCroty P A and Swartz D P 1996 Probabilistic seismic hazard as sessment for the State of California California Division of Mines and Geology open file report 96 08 :>9 p Tan S S Kennedy M P 1996 Geologic Maps of the Northwestern Part of San Diego County California California Division of Mines and Geology Open File Report 96 02 PACIFIC SOILS ENGINEERING INC APPENDIX B Subsurface Investigation and Logs of Borings PACIFIC SOILS ENGINEERING INC Work Order 400979 April 15 2004 SUBSURFACE INVESTIGATION SUBSURFACE INVESTIGATION On March 11 2004 PSE performed a subsurface field investigation utilizing a hollow stem auger (Plates A 1 through A 4) Boring excavations ranged from sixteen (16) to twenty (20) feet be low existing grades Boring excavations were logged by representatives of this firm Representative bulk and undisturbed samples were obtained from the exploratory excavations and delivered to PSE s laboratory for testing and analysis Undisturbed samples were obtained from the borings by driving a sampling spoon into the mate- rial A split barrel type spoon having an inside diameter of 2 42 inches with a tapered cutting tip at the lower end was used The barrel was lined with thin brass nngs each 1 inch in length The spoons penetrated into the soil approximately 18 inches The lower portion of the sample was retained for testing All samples m the natural field condition were sealed in airtight con tamers and transported to the laboratory Blow counts, were noted for each undisturbed sample and are presented in the logs of the bor- ings (Plates A 1 through A 4) The approximate locations of the exploratory excavations are shown on Plate 1 PACIFIC SOILS ENGINEERING INC GEOTECHNICAL BORING LOG SHEET 1 OF 1 PROJECT MO DATE STARTED DATE FINISHED DRILLER TYPE OF DRILL RIG 400979 03/11/04 03/11/04 Pacific Drilling PROJECT NAME GROUND ELEV GW DEPTH (FT) DROP DRIVE WT Sea View Office Village 131 016 30 140 LBS BORING DES1G LOGGED BY NOTES HS1 OB r~{r°>D- 0)LULLa — c _ - 10- - - > LU_l LU 125- - 120- -SAMPLETYPFJ BLOW COUNT n27/50 for 5 . ,. D D DUIK 19/35 50 for 5 22/50 for 6 LITHOLOGY_ GROUP SYMBOL SM GEOTECHNICAL DESCRIPTION TOPSOIL SILTY SAND fine grained red brown moist to slightly moist loose to moderately dence TERRACE DEPOSIT (Qt) SILTY SANDSTONE fine grained rusty brown slightly moist moderately hard @ 5 ft hard uniform @ 10ft fine to medium grained moist @15ft fine to coarse grained wet fine mica fragment poorly MOISTURECONT(/)75 107 11 3 c~>Rb — 'C/3>z(TUJOQ 116 123 122 SATU RATION/ /\45 77 81 OTHERTESTS20- 115-r 110- 50 for 5 @ 20 ft increase in coarse grain sand moist poorly sorted rare 130 112 \1/4 gravel n TOTAL DEPTH 20 FT | GROUNDWATER (5) 16 0 FT CAVING Backfilled according to County of San Diego Department of Environmental Health Land and Water Quality Division 69 SAMPLE TYPES LTi DRIVE (RING) SAMPLE EJ SI T (SPLIT SPOON) SAMPLE LSI BULK SAMPLE [T] TUBE SAMPLE GROUNDWATER PACIFIC SOILS ENGINEERING INC 7715 Convoy Court San Diego CA92111 (858)560 1713 PLATE A-1 GEOTECHNICAL BORING LOG SHEET 1 OF 1 PROJECT NO DATE STARTED DATE FINISHED DRILLER TYPE OF DRILL RIG 400979 03/11/04 03/11/04 Pacific Drilling PROJECT NAME GROUND ELEV GW DEPTH (FT) DROP DRIVE WT Sea View Office Village 1500 30 140 IBS BORING DES1G LOGGED BY NOTES HS2 OB IX QJ LULL. LLJ Ol LU UJD-Q. < I-co BLOW COUNT g ox GROUP SYMBOL GEOTECHNICAL DESCRIPTION wz DO SM 5-145 10 15- 20- 32/40/45 140- TOPSOIL SILTY SAND fine grained red brown moist to slightly moist loose to moderately dence rooted TERRACE DEPOSIT (Qt) SILTY SANDSTONE fine grained rusty brown slightly moist moderately hard D 27/50 for 5 135- 130- 28/50 for 6 ! 5 0 ft hard uniform 56 ! 10 0 ft fine to medium grained ! 10 5 ff fine grained gray brown @ 12 0 ft difficult drilling 1 15 0 ft fine to medium grained mottled (gray rusty brown) TOTAL DEPTH 170 FT NO GROUNDWATER NO CAVING Backfilled according to County of San Diego Department of Environmental Health Land and Water Quality Division 40 119 36 113 31 112 21 SAMPLE TYPES 03 DRIVE (RING) SAMPLE L3J SPT (SPLIT SPOON) SAMPLE LI] BULK SAMPLE CD TUBE SAMPLE S. GROUNDWATER PACIFIC SOILS ENGINEERING INC 7715 Convoy Court San Diego CA 92111 (858)560 1713 PLATE A-2 GEOTECHNICAL BORING LOG SHEET 1 OF 1 PROJECT NO DATE STARTED DATE FINISHED DRILLER TYPEOFDRJLLRIG 400979 03/11/04 03/11/04 Pacific Drilling PROJECT NAME GROUND ELEV GW DEPTH (FT) DROP DRIVE WT Sea View Office Village 141 0 30 BORING DESIG LOGGED BY NOTES HS3 OB 140LBS a. !LULL^ 5 10- - 20- - LU LU 135- 130- 125- ~ - 120-SAMPLE-j TF J BLOW ; COUNT bulk 1 21/35 50 for 6 D D 19/34 50 for 5 35/50 for 5 50 for 6 LITHOLOGY— _ _ GROUP SYMBOL SM I GEOTECHNICAL DESCRIPTION TOPSOIL SILTYSAND finegrained red brown moist to slightly moist loose to moderately dence rotted TERRACE DEPOSIT (Qt) SILTY SANDSTONE finegrained rusty brown slightly moist moderately hard @ 5 0 ft moist hard uniform @ 10 0 ft slightly moist mottled ( gray and rusty brown) @ 13 0 difficult drilling @ 1 5 0 ft fine grained fine mica fragments poorly sorted @ 18 0 ft fine to medium grained poorly sorted rare 1/4 \gravel /~ REFUSAL 185 FT NO GROUNDWATER NO CAVING Backfilled according to County of San Diego Department of Environmental Health Land and Water Quality Division LU — wz 18 73 74 7 1 80 >2ecuoc 128 1 22 110 101 - z ^'-&$J W|X3 D 63 52 36 33 CC co- LU I— -. I CO- H LU O H SAMPLE TYPES P^^lj PACIFIC SOILS ENGINEERING INC LQi DRIVE (RING) SAMPLE * GROUNDWATER ftj|X| 771 5 Convoy Court San Diego CA 921 11 C3SPT (SPLIT SPOON) SAMPLE ISE^^I (858)5601713 LU BULK SAMPLE LTlTUBE SAMPLE | mSSSS&i PLATE A-3 GEOTECHNICAL BORING LOG SHEET 1 OF 1 PROJECT NO DATE STARTED DATE FINISHED DRILLER TYPE OF DRILL RIG. 400979 03/11/04 03/11/04 Pacific Drilling PROJECT NAME GROUND ELEV GW DEPTH (FT) DROP DRIVE WT Sea View Office Village 132017 30 140 LBS BORING DESIG LOGGED BY NOTES HS 4 OB £LLULL 5 10 1o on - - UJ LU 130- 120- 115- - 110- ni_i D. S <w D SP D D D >_ BLOW COUNT 37/41 50 for 6 16/11/10 38/50 for 6 25/35/42 50 for 6 OO_jOII-_j — _ _ — GROUP SYMBOL SM ^ GEOTECHNICAL DESCRIPTION TOPSOIL SILTYSAND finegrained red brown moist to slightly moist loose to moderately dence rooted TERRACE DEPP_SJI (Qt) SILTY SANDSTONE fine grained rusty brown slightly moist moderately hard @ 4 0 ft hard uniform @ 10 0 ft moist mottled (gray and rusty brown) @150f nne to coarse gra/ned rustv brown wet r @ 20 0 ft increase in coarse grain sand poorly sorted TOTAL DEPTH 20 FT GROUNDWATER © 17 0 FT CAVING Backfilled according to County of San Diego Department of Environmental Health Land and Water Quality Division LU ^ f^>. =>- wzn O i" 75 104 14 1 62 ^-^x1 0.-•— a £TU DC 118 121 118 110 - zO F-, ,w- |_i^^J LU h- * ^^SJ ^ W j wo;'j n i-3 n u 48 72 88 82 SAMPLE TYPES WZSS& PACIFIC SOILS ENGINEERING INC LDJ DRIVE (RING) SAMPLE I GROUNDUATER JjgM 7715 Convoy Court San D.ego CA 9211 1 CSDSPT (SPLIT SPOON) SAMPLE IScJizU (858)5601713 [S BULK SAMP! L ETUBE SAMPLE JJBSSai PLATE A-4 APPENDIX C Laboratory Data PACIFIC SOILS ENGINEERING INC Work Order 400979 April 15 2004 LABORATORY ANALYSES LABORATORY ANALYSES Moisture/Density Determinations Moisture and density determinations were made by direct measurements on undisturbed samples to provide m situ information on the various materials The results of these tests are shown on the logs of bonngs (Plates A 1 through A 4) and Table I Hydrometer Analyses Hydrometer gram size analyses were performed on the minus No 10 sieve portion of selected samples These tests were used as an aid in soil classification The results of these tests are shown on Table I Direct Shear Tests Direct shear tests were performed on samples which were remolded to 90 percent of the labora tory maximum density and on undisturbed specimens Samples were tested after inundation and confinement for 24 hours Tests were made under various normal loads at a constant rate of strain of 0 05 inches per minute Shear test data are presented in Table I and on Plates B 1 through B 3 Consolidation Tests Consolidation characteristics were determined for 'undisturbed" samples considered representa tive of the subsurface materials encountered Samples were laterally restrained and axially loaded in successively doubled increments from approximately 1/8 ton per square foot (tsf) to approximately 4 tsf Each load was maintained for approximately 24 hours after which loading was continued In order to determine rebound characteristics, final loads were decreased to ap proximately 1/4 tsf Results of these tests are presented on Plates C 1 through C 2 Expansion Tests Expansion tests were performed on selected samples in accordance with the expansion index UBC Standard No 18 2 Results are presented in Table I Compaction Characteristics Maximum densities and optimum moistures were determined for selected samples m accordance with ASTM D 1557 91 Results are presented in Table I Chemical/Resistivity Chemical/resistivity testing was conducted by others and is presented on Plates D 1 through D 7 PACIFIC SOILS ENGINEERING INC Q H- (f)UJt- _o£ LU<O a. O IT 2 w"OUJUJ-5. _J UJSwX io o "- < r^ 552O to CE u. < ^O O & ^- Soo£0 o enccCD0>c O)c UJ ow o»^ 5(0Q. H^75 CC™ 0 -050 St oI- S UJQ 0m 2O wOz< UJ2O wDZ< UJzo UJzo DIRECT SHEAR TEST UNDISTURBED 4 000 T^ -r- I i T ~ _r~ Xi ~r X I ^x Xo nnn T - ^ j i q Tn . 1 _ ._ .o ZOU J_ " 1 - X "T" ^T 3 nnn ! ! 1UUU i T I1 1 1 11 1 1^, -7 [- A 1 1c. I OU I i1 CM 9 rnn'ij ^ oUU " ~" " " 1 i i --•L i I rn ' 1 -D - '— o oc.n ^ ^w <L ZW -H- .. ._ _ . CO i IUJ ~t~ - \ I • "ry i nnn ' ' ' - -t «1 UUU i II CO (V ' -1- HI•r: H 7qn•q, 1 / JU - 1 1w 4: xix ip it ' 1 ^nn " " 'i OUU i i i i i X I _!_ i I "i o P\n 'I ^.OU i Ii i i X I ~T"1 nnn ... i . _I UUU I I - - -i- -Z -t-IHt ^^i 7cin ' 'i >JU (~ 1 " " " 1 IT I 1 11^nn ' ' ' 'ouu i i1 i 'i o r ri 1ilDU n ^r- ~\-n ,.. _., i r ,i , . ,| . ... iii i IL~i i _ i Xi i I I " ii I1 HI ~r ~r~1i----- - MT ' ' -j_X HI ii i , ~r~r D 1r 1 _ ..... .. 1_, X1 1 11 1 ' r i -4- ' 1X It _i_ T 1 '1 ^T 1 1 1 J ~l~J- i ~r X1 " " 1 1 1II ! 1 1 |i 9 1 1 1 1__._.] I ! Ii J - . I ... . "T1 1 i 1 i I }i i 1 | - i Ii ii i ii ~~r~HI ii i is . L . .j. ii-(- -i-X X _11 - - J_1 1 "^~ri i • , . 4_ i i| ' i 0 500 1 000 1 500 2 000 2 500 3 000 3 500 4 00( NORMAL STRESS Ibs /ft2 SILTY SANDSTONE (Qt)COHESION 100 psf symbol © \S shear value residual peak soring / soil type HS2 HS2 depth (ft ) 100 100 DIRECT SHEAR TEST IS PACIFIC SOILS ENGINEERING INC 7715 Convoy Court SD CA92111 (858)560 1713 W O 400979 PLATE B 1 DIRECT SHEAR TEST REMOLDED @ 90% 4000 3750 3500 3250 3000 2750 ^ 2500 en CO 225° COLJJ K 2000 CO < 1 750 LU I W 1 500 1 250 1 000 750 500 250 0 I Mill I M I i T7TT rr 0 500 1 000 1 500 2 000 2 500 NORMAL STRESS Ibs /ft2 3 000 3 500 4 000 symbol © m SILTY SANDSTONE (Qt) COHESION 25 psf note cohesion and friction angle derived from residual values FRICTION ANGLE 32 degrees shear value residual peak soring / soil type HS 3 HS 3 depth (ft ) 40 40 DIRECT SHEAR TEST I^SSSE PACIFIC SOILS ENGINEERING INC fa_p£Al 771 5 Convoy Court SD CA92111 BJisai VV O 400979 PLATE B-2 DIRECT SHEAR TEST UNDISTURBED 4 000 i "t uuu : 1•" " 'I"" " l 1 3 rnn , !buu . - . Xi T 3 or n i 'ZoU i - -- i "T"1" "" ~ " i i 3 nnn 1 !UUU i 1i 2 ~7cn _— -/oU -1- ,ij ^ <i DUU (_ i 1 it _g ~ l— 7 9^n "T"rn ^ ^5U ± IZ it 7A X Itv/3 ----- 1 I LU X '!Y ^ nnn - 1, 2 UUU " i i r £ ' ~1 TCO i i 1 C£ -r<^1, I / DU i LLJ ~f" ~T" ' 1 1•r- 7n ' ' 'co , rnn r i i i . __ :1 ^UU i i i l l l"i inWjL i---s- - i j ocn j _l [_1 ^.DU i l l l 1i 1 ^ i ii nnn ' -- ' ' - j -i ' '1 UUU i l n^ 1 | TT .. » __X_L! __XT -rr-n 1; ju - --- — - , 1 1 -1 1 |i rnn IjUU - - i _ X ~^!i . .. - o^n^.>JU i j_i Q _J 1 L] _ --pL-! j-p^ U 1 U-! U_ I I I I II |i i ! i ' l ' li "ril k 'i -T- J- ITIE i 1 ' ' LI ! | 1 * i "1 1 i i. 1 . . j- " " ~ - - -i i ii i 1 I j 1 i i i! I| i 1 i 1i i i i I 4XL - IEi i -f T~ 1 0 i 1 1 1 1 ! 1 1 II 1"! II 1 1 11 1 i 1 1 1 --~r _qr i -ft- X X _L _ii i i i ,i i i 1 1 i1 1 ii i_._ . i ' i ~ i- -[- i - - - -i i, i i i 1 _L_ _t _ 1 1 11 1 1i ~rii iii iiili i i i_^ i 0 500 1 000 1 500 2 000 2 500 3 000 3 500 4 000 NORMAL STRESS Ibs /ft2 SILTY SANDSTONE (Qt)COHESION 0 psf symbol ® m shear value residual peak Donng / soil type HS4 HS4 depth (ft ) 40 40 DIRECT SHEAR TEST MPACIFIC SOILS ENGINEERING INC 7715 Convoy Court SD CA92111 (858)560 1713 W O 400979 PLATE B 3 COMPRESSIVE STRESS IN TSF 01 3 4 567891 3 4 5678910 e> LU CD 20 1 0 00 1 0 20 30 Xo h- LJJ 40OorUJa. 50 60 70 80 —1_ [—] —; — 20 1 0 00 1 0 20 30 40 50 60 80 01 3 4 567891 3 4 5678910 boring HS 1 depth (ft ) 50 density 1164 in situmoist 75 200sieve 400 groupsymbol typical names SILTY SANDSTONE (Qt) REMARKS INUNDATED @ 2 14 TSF CONSOLIDATION CURVE PACIFIC SOILS ENGINEERING INC 7715 Convoy Court San Diego CA92111 (858)560 1713 WO 400979 PLATE C 1 COMPRESSIVE STRESS IN TSF 01 3 4 567891 3 45678 910 Xo LJJIE LU CD o LU Oa:LUQ- 1 0 00 1 0 20 30 40 50 60 70 80 1 K n 20 1 0 00 1 0 20 30 40 50 60 01 3 4 567891 3 4 5678 910 boring HS3 depth (tt ) 100 density 121 6 in situmoist 74 200sieve groupsymbol typical names SILTY SANDSTONE (Qt) REMARKS INUNDATED (5)2 14 TSF CONSOLIDATION CURVE PACIFIC SOILS ENGINEERING INC 7715 Convoy Court San Diego CA 92111 (858)560 1713 WO 400979 PLATE C 2 Del MarAnalvtiCdl 852 All A irv CA 92606 (949)261 102' FAX (949) 261 1228 10I4EC lyDrS t A Colt CA 9 324 (909)370-4667 FAX (949) 370 1046 9484 Ch p ak D S I 803 San D g CA 9^123 (8 8)3038396 FAX (858) 503 9689 9830 S thai I Si S 1 B 1 0 Ph AZ 85044 (480)7850043 FAX (480) 785 0831 3 0 E S 1 Rd # Las V gas NV 891 0 (70 ) 798 36 0 FAX (70 ) 798 36 1 LABORATORY REPORT Prepared For Pacific Soils Engineering Inc 7715 Convoy Court San Diego CA 92111 Attention Ron Buckley Project 400979 Sampled (b/11/04 Received (b/19/04 Issued Oj/jO/04 NELAP#01108CA CAELAP#1197 The results listed within this Laboiatory Report pel lam onh to the samples tested in the laboratory All soil samples are repotted on a wet u eight basis unless otheru tse noted in the i eport This Laboratory Report is confidential and is intended for the sole use of Del Mai Anal) Heal and its client This > epoi t shall not be reproduced except in lull ithoul ^ i itren pet mission fi om Del Mar Anah tical The Chain of Custody I page is included and n an integial part of this leport This entire i cpot 11 as le leu ed and appi 01 edfor release LABORATORY ID 01 SAMPLE CROSS REFERENCE CLIEJSTID HS MATRIX Sol Del Mar Analytical Irvine Amanda Cordova Pro|ect Managei PLATE D-1 INC 1367 <pllaelof7> Del Mar Analytical 85 All A In 1014 E C i jD S t A C It 9484 Ch p ak D S t 805 San D g 9830 S Ih 1 I Si S 1 B 120 Phoe CA 97606 (949) 61102 FAX (949) 61 1 28 CA9 324 (909)370-4667 FAX (949) 370 1046 CA 9 1 3 (8=8) 505 8596 FAX (858) =03 9689 AZ 83044 (480) 783 0043 FAX (480) 783 0831 23 0 E S I Rd n Las V as NV 891 0 (70 ) 798 36 0 FAX (70 ) 798 61 Pacific Soils Engineering Inc 7713 Convoy Court San Diego C A 92 111 Attention Ron Buckley Project ID 400979 Report Number INClj67 Sampled 03/11/04 Received Oj/19/04 Analyte Sample ID INC1367 01 (HS 3 @ 2 3 Soil) Reporting Units / Soluble Sulfate INORGANICS Reporting Sample Dilution Date Date Method Batch Limit Result Factor Extracted Analyzed Data Qualifiers EPAoOOO 4C2j048 000050 00028 j/2j/2004 3'2j/2004 Sample ID INC1367 01 (HS 3 @ 2 5 Soil) Reporting Units mg/kg AikahnityasCaCO3 SM2j20B MOD 4C24097 100 550 1 3/24/2004 3/24/2004 Chloride EPA 300 0 4C2j04S :> 0 76 1 j/2j/2004 j/2j/2004 Sample ID IISC1367 01 (HS 3 @ 2 5 Soil) Reporting Units ohms/cm Resistivity EPA 120 1 MOD 4C2j089 NA 4100 1 j/2j/2004 j/2j/2004 Sample ID INC1367 01 (HS 3 @ 2 5 Soil) Reportin Units pH Units pH EPA9045C 4C200j2 NA 77s 1 j/20/2004 V20/2004 H3 DeJ Mar AnaJ}t)ca] Irvine Amanda Cordcna Project Managei PLATE D-2 ii t n ii i ii / I h Tl i i lull 11 DIM 4 I i I I I Del MarAnaivtica 285 Alt A Irv 1011 E C 1 yD S l A C It 9484 Ch p ak D S 1 803 San D g 9830 S thSl iSl S l B 1 0 Ph CA 92606 (949)'61 10 FAX (949) 61 P28 CA9 324 (909)370-4667 FAX (949) 370 J046 CA9 123 (858)50=8596 FAX (858) 303 9689 AZ 85044 (480) 783 0043 FAX (480)785 0851 0 E S I Rd # Las V gas NV 891 0 (70 ) 798 3620 FAX (70 ) 798 36 Pacific Soils Engineering Inc 7715 Convoy Court San Diego CA 921 II Attention Ron Buckley Project ID 400979 Report Number !NClj67 Sampled (b/11/04 Received 03/19/04 SHORT HOLD TIME DETAIL REPORT Hold Time (in days) Sample ID HS3@2s (INC1367 01) Soil EPA 9045C Date/Time Sampled j/11/2004 1700 Date/Time Received (b/19/2004 18 10 Date/Time Extracted Oj/20/2004 09 00 Date/Time Analyzed 0^/20/2004 10 00 Del Mar Analytical Irvine Amanda Cordova Project Manage! PLATE D-3 ll I II t i ll I I ;/; l V i DIM I II ih I l I I h I /AC/?67 3 uf7> Del Mar Analytical 82 Alt A In CA 92606 (949) 61 10 FAX (949) 26] 1 28 1014EC !>D S I AC It CA 92324 (909) 370-4667 FAX (949) 310 1046 9484 Ch p ai. D S t 803 San D g CA 9 123 (858) 058 96 FAX (858) Mb 9689 9830 S t 31 tSt S t B PO Ph AZ 85044 (480)7850043 FAX (480) 785 0851 5 0 E S 1 Rd S3 Las V gas N\ 891 0 (70 ) 798 36 0 FAX (70 ) 798 36 1 Pacific Soils Engineering Inc 7713 Convoj Court San Diego CA92111 Attention Ron Buckley Project ID 400979 Report Number !NClj67 Sampled Oj/11/04 Received Oj/19/04 METHOD BLANK/QC DATA INORGANICS Analvte Batch 4C20032 Extracted 03/20/04 Result Duplicate Anal}zed 03/20/04 (4C20032 DUP1) pH 786 Batch 4C23048 Extracted 03/23/04 Blank Analyzed 03/23/04 (4C23048 BLK1) Soluble Sulfate ND Chloride ND LCS Analyzed 03/23/04 (4C23048 BS1) Soluble Sulfate 00103 Chlond 32 7 Matrix Spike Analyzed Oj/23/04 (4C23048 MSI) Soluble Suliate 00109 Chloride 37 1 Reporting Limit NA 0 00050 30 0 00030 50 0 00050 30 Matrix Spike Dup Analyzed 03/23/04 (4C23048 MSD1) Soluble Sulfate OOllj 000050 Chloride 59 6 50 Batch 4C23089 Extracted 03/23/04 Units pH Units me/kc mg/1 mg/ke m-A- Spike Source /REC Level Result /REC Limits RPD Source 1NC1367 01 7 ?D 00101 50 RPD Limit Data Qualifiers 104 104 90 110 90 110 Source INC14a3 01 0010] 000076 100 80120 305 BJ 97 80120 Source INC145j 01 00101 000076 104 80 !20 305 8 102 SO 120 20 20 Duplicate Analyzed 03/23/04 (4C23089 DUP1) Resistivitj 4100 NA ohms/cm Source INC1367 01 4100 20 Del Mai Anatytical Irvine Amanda Cordova Project Manaaer I i il /III! il I I 111 I II il I i I Tl i i I II 11 DIH -I It I I I PLATE D-4 INC 1367 <puae40f7> Del Mar Analytical 85 Alt A Irv CA 92606 (949) 61 102 FAX (949) 6! 1 8 1014 E Cool yD S t A C It CA 92 4 (909)370^1667 FAX (949) 370 1046 9484 Ch peak D S t 803 San D g CA 9 12 (858)5058596 FAX (858) 50= 9689 98 OS Ihsl (Si S t B 1 0 Ph AZ 83044 (480)78 0043 FAX (480) 785 083! 20 E S I Rd #3 Las V gas NV 891 0 (70 ) 798 36 0 FAX (70 ) 798 61 Pacific Soils Engineering Inc 77ID Convoy Court San Diego CA92111 Attention Ron Buckley Project ID 400979 Report Number INClj67 Sampled Cb/11/04 Received Cb/19/04 METHOD BLANK/QC DATA INORGANICS Analyte Batch 4C24097 Extracted 03/24/04 Result Reporting Limit Units Spike Source / REC RPD Data LeveJ Result /REC Limits RPD Limit Qualifiers Duplicate Analyzed Oj/24/04 (4C24097 DUP1) Alkalinity as CaCCb 530 100 Reference Analyzed 03/24/04 (4C24097 SRM1) Alkalmitj as CaCO3 ?7o 100 Source INC1367 01 5DO 20 mg/kg '78 99 94 Kb Del Mar Analytical Irvine Amanda Cordova Project Manager PLATE D-5 h i il t 11 i pi i II nl i I il I I il I > f TI / i I II 11 DIM -I I i I I ' I INC 13 67 <Puge f of 7> Del Mar Analytical 83 Alt A Irv 1014 E C IjD StACIl 9484 Ch s p ak D S t 80 San D g 9830 S thai iSt S I Bl 0 Ph CA 92606 (949)26! 1022 FAX (949) 261 1 8 CA934 (909) 70-4667 FAX (949) 370 1046 CA 9 1 3 (858) 205 8596 FAX (858) 50= 9689 AZ 85044 (480)7820043 FAX (480) 78 0831 0 E S I Rd S3 Las V gas N\ 891 0 (70 ) 798 36 0 FAX (70 ) 798 36 1 Pacific Soils Engineering Inc 7715 Convo) Court San Diego CA 92111 Attention Ron Buckley Proiect ID 400979 Report Number !NClj67 Sampled Cb/11/04 Received Oj/19/04 DATA QUALIFIERS AND DEFINITIONS H3 Sample was received and analyzed past holding time ND Analyte NOT DETECTED at or above the reportma limit or MDL if MDL is specified RPD Relative Percent Difference Del Mar Analytical, Irvine Amanda Cordoxa Proiect Manage! // / ll II i i III 1 1 i i i SI / Tl i D IM i I II il PLATE D-6 I NCI 367 <puoe6of7> Del Mar Analytical 285 All A In CA 92606 (949)261 10 ~> FAX(949)26) 1228 1D14EC 1>D S I A C II CA 923 4 (909)370^667 FAX (949) 370 1046 9484 Ch p ak D S t 80 San D g CA 921 (858) Mb 8596 FAX (858) 505 9689 9830 S thai tSt S I B 1 0 Ph AZ 8^044 (480)7850043 FAX (480) 785 0831 5 0 E S 1 Rd #3 Las V as NV 891 0 (70 ) 798 36 0 FAX (70 ) 798 36 1 Pacific Soils Engineering Inc 7715 Convoy Court San Diego CA92111 Attention Ron Buckley Project ID 400979 Report Number ]NClj67 Sampled Oj/11/04 Received Oj/19/04 Certification Summarj Del Mar Analytical Irvine Method Matrix EPA 1201 MOD Soil EPA jOO 0 EPA 9045C SM2320B MOD Soil Solid Soil NELAP N/A X X N/A CA N/A X X N/A NVand NELAP pi ovide anal) te specific accreditations Anafyte spe ific information for Del Mai Analytical may be obtained by contacting the laboi at on or visiting our vtebsite a/HUM dmalabs com Del Mar Anal>tical Irvine Amanda Cordosa Proiect Managet PLATE D-7 / / / / '/ I / ! l /l ll I b i Tl i i I II i b / cl -I II i till ill l IK p t < D l\l 4 cl i I INCl->6/<Pu°e 7 of 7> APPENDIX D Earthwork Specifications and Grading Details PACIFIC SOILS ENGINEERING INC APPENDIX E Owners Maintenance and Improvement Considerations PACIFIC SOILS ENGINEERING INC Work Order 400979 April 15 2004 OWNERS MAINTENANCE AND IMPROVEMENT CONSIDERATIONS General Owners purchasing property must assume a certain degree of responsibility for improvements and for maintaining conditions around their property Of primary importance are maintaining drainage patterns and minimizing the soil moisture variation below all lot improvements Such design construction and owner maintenance provisions may include $ Employing contractors for owner improvements who design and build in recognition of local building codes and specific site soils conditions 4 Establishing and maintaining positive drainage away from all foundations walkways drive ways patios and other hardscape improvemenrs * Avoiding the construction of planters adjacent to structural improvements Alternatively planter sides/bottoms can be sealed with an impermeable membrane and drained away from the improvements via subdrams into approved disposal areas 4 Sealing and maintaining construction/control joints within concrete slabs and walkways to reduce the potential for moisture infiltration into the subgrade soils * Utilizing landscaping schemes with vegetation that requires minimal watering Watenng should be done in a uniform manner as equally as possible on all sides of the foundation keeping the soil 'moist" but not allowing the soil to become saturated PACIFIC SOILS ENGINEERING INC Work Order 400979 April 13 2004 * Maintaining positive drainage away from structures and providing roof gutters on all struc tures with downspouts that are designed to carrv roof runoff directly into area drams or dis charged well away from the foundation areas $ Avoiding the placement of trees closer to the proposed structures than a distance of one half the mature height of the tree $ Observation of the soil conditions around the perimeter of the structure during extremely hot/dry or unusually wet weather conditions so that modifications can be made in irrigation programs to maintain relatively uniform moisture conditions Sulfates During mass grading operations for the project the soils being used as compacted fill should be tested for the presence of soluble sulfates The samples tested dunng this study were found to have sulfate concentrations which fell into the negligible range of sulfate exposure as classified in accordance with Table 19 A 4 of the 1997 UBC The preliminary foundation system design has been designed in consideration of that condition Owners should be cautioned against the import and use of certain inorganic fertilizers soil amendments and/or other soils from offsite sources m the absence of specific information relat- ing to their chemical composition Some fertilizers have been known to leach sulfate compounds into soils otherwise containing "negligible sulfate concentrations and increase the sulfate con centrations to potentially detrimental levels In some cases concrete improvements constructed in soils containing high levels of soluble sulfates may be affected by crystalline growth or mm eral accumulation which may in the long term result in deterioration and loss of strength PACIFIC SOILS ENGINEERING INC Work Order 400979 April 15 2004 Site Drainage * The owner should be made aware of the potential problems that may develop when drainage is altered through construction of retaining walls paved walkways patios or other hardscape improvements Ponded water drainage over the slope face leaking irrigation systems over watering or other conditions which could lead to ground saturation must be avoided » No water should be allowed to flow over the slopes No alteration of pad gradients should be allowed that would prevent pad and roof runoff from being directed to approved disposal ar eas * As part of site maintenance by the owner all roof and pad drainage should be directed away from slopes and around structures to approved disposal areas All berms should be con structed and compacted as part of the fine grading design and should be maintained by the owner Drainage patterns that have been established at the time of the fine grading should be maintained throughout the life of the structure No alterations to these drainage patterns should be made unless designed by qualified professionals in compliance with local code re quirements and site specific soils conditions Slope Drainage * Owners should be made aware of the importance of maintaining and cleaning all interceptor ditches drainage terraces downdrams and any other drainage devices which have been in stalled to promote slope stability * Subsurface drainage pipe outlets may protrude through slope surfaces and/or wall faces These pipes in conjunction with the graded features are essential to slope and wall stability and must be protected in place They should not be altered or damaged in any way PACIFIC SOILS ENGINEERING INC Work Order 400979 Apnl15 2004 Planting and Irrigation of Slopes * Seeding and planting of the slopes should be planned to achieve as rapidly as possible a well established and deep rooted vegetal covei requiring minimal watering « It is the responsibility of the landscape architect to provide such plants initially and of the owner to maintain such planting Alteration of such a planting scheme is at the owners risk * The owner is responsible for proper irrigation and for maintenance and repair of properly in stalled irrigation systems Leaks should be fixed immediately * Sprinklers should be adjusted to provide maximum uniform coverage with a minimum of wa ter usage and overlap Overwatenng with consequent wasteful runoff and serious ground saturation must be avoided * Ii automatic sprinkler systems are installed their use must be adjusted to account for sea sonal and natural rainfall conditions Owner Improvement Owner improvements (patio slabs retaining walls planters etc ) should be designed to account for the terrain of the project as well as expansive soil conditions and chemical characteristics Design considerations on any given lot may need to include provisions for differential bearing materials ascending/descending slope conditions bedrock structure perched (irrigation) water special geologic surcharge loading conditions expansive soil stresses and long term creep/settlement All owner improvements should be designed and constructed by qualified professionals utilizing appropriate design methodologies which account for the on-site soils and geologic conditions Each building pad and proposed improvement should be evaluated on an individual basis PACIFIC SOILS ENGINEERING INC Work Order 400979 April 15 2004 Setback Zones Fill slopes will be manufactured on site to maximum heights of approximately nine (9) feet Manufactured slopes maybe subject to long term settlement and creep that can manifest itself in the form of both horizontal and vertical movement These movements typically are produced as a result of weathering erosion gravity forces and other natural phenomenon A setback adja cent to slopes is required by most building codes including the Uniform Building Code This zone is intended to locate and support the structures away from these slopes and onto soils that are not subject to the potential adverse effects of these natural phenomena The owner may wish to construct patios walls walkways planters swimming pools spas etc v, ithm this zone Such facilities may be sensitive to settlement and creep and should not be con structed within the setback zone unless properly engineered It is suggested that plans for such improvements be designed by a professional engineer who is familiar with hillside grading ordi nances and design and construction requirements associated with hillside conditions In addition we recommend that the designer and contractor familiarize themselves with the site specific geo logic and gsotechnicaJ conditions on the specific building pad PACIFIC SOILS ENGINEERING INC MAR-01-2007 THU 10 56 AM CITY OF CARSLBAD FAX NO 760 602 8558 P 07 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City the applicant and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address APN Project Applicant (Owner Name) Project Description Building Type Residential Second Dwelling Unit Residential Additions Commercial/Industrial City Certification of Applicant Information Carlsbad Medical Village CB06-18B4 1281 Carlsbad Village Drive 156-190-54 00 Medical Shell Building V-N New Dwelling Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SOU Net Squan? Feet New Area 3.915 Squar Floor Area M,Date DISTRICT^ WITHIN THE CITY OF CARLSBAD Carlsbad Unified School DistnU f225 El Caramo Real VisU Unified School District 1234 Arcadia Drive Vista pA 92083 (7262170) San Marcos Unified School District 215MataWay San Marcos CA 92069 (290 2649) Contact Nancy Dolce (By Appt Only) Kncimtas Union School District 101 South Rancho Sanifl Fc Rd Cncmicas CA 92024 (944 4300 cxt 166) San Diegulto Union High School District 7)OEncmiiai Blvd Encinlias CA 92024 (753 6491) Certification of Applicant/Owners The person executing this declaration ( Owner1) certifies under penalty of perjury that (1) the Information provided above l$ correct and true to the beat of the Owner a knowledge and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an Increase In the number of dwelling units or square footage after the building permit is issued or if the Initial determination of units or square footage is found to be Incorrect and that (2) the Owner is the owner/developer of the above described project(s) or that the person executing this declaration Is authorized to sign on behalf of the Owner Signature Revised 3/30/2006 Date MAR-01-2007 THU 10 57 All CITY OF CARSLBAD FAX NO 760 602 8558 P 08 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s)) ** ******* *«***»»«*•*»*«»•******» »*•»+»*«*****««»«*****»•»****«* «•»»*»»******»*«****** »•»****» THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District, certifies that the developer builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER WALTER FREEMAN CARLSBAD 6225 RL SCHOOL DISTRICT CARL5BAD.CA 92009 Revised 3/30/2006 HAR-01-2007 THU 10 58 AM CITY OF CARSLBAD FAX NO 760 602 8558 P 09 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City the applicant and the appropriate school districts and returned to the City prior to issuing a building permit The City will not Issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address APN Project Applicant (Owner Name) Project Description Building Type Residential Second Dwelling Unit Residential Additions Commercial/Industrial City Certification of Applicant Information Carlsbad Medical Village CB06-1885 1285 Carlsbad1 Village Drive 156 -190-54 -00 Medical Shell Building V-N New Dweljtng Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SDU Net Square Feet New Area 4515 Squ r Area Date arKbad Unified School District 25 El Cammo Real SCHOOL DISTRICT^ WITHIN THE CITY OF CARLSBAD San Marcos Unified School District 2I5MataWay San Marcos CA 92069 (290 2649) Contact Nancy Dolce (By Appt Only) Vista Unified School District 1234 Arcadia Drive VisiapA 92083 (7262170) t ncinitus Union School District 101 South Rancho Santa Fe Rd Encmuos CA 92024 (944 4300 ext 166) San Djegulto Union High School District VIOEncmiiasBlvd Encmijas CA 92024 (753 6491) Certification of Applicant/Owners The person executing this declaration ( Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the pest of the Owners knowledge and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling unita or square footage after the building permit is Issued or if the Initial determination of units or square footage is found to be incorrect and that (2) the Owner o the owner/developer of the above described project(s) or that the person executing this declaration Is authorized to sign on behalf ot the Owner Signature Rent it 3/30/2006 Date HAR-01-2007 THU 10 59 AM CITY OF CARSLBAD FAX NO 760 602 8558 P 10 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s))************** ******* *«*,****«*»*****»«*******»***************»» * **** *»»******•**** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT ' The undersigned being duly authorized by the applicable School District, certifies that the developer builder or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paidiall amounts or completed other applicable school mitigation determined by the School District The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL ' TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER ASSISTANT SUPERINTENDENT CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA 926$ - 3-fa-d? Revised 1/30/2006 NAR-01-2007 THU 11 00 AM CITY OF CARSLBAD FAX NO 760 602 8558 P 11 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEFS OR OTHER MITIGATION This form must be completed by the City the applicant and the appropriate school districts and returned to the City prior to issuing a building permit The City will nojt issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address APN Project Applicant (Owner Name) Project Description Building Type Residential Second Dwelling Unit Residential Additions Commercial/1 ndustnal City Certification of Applicant Information Carlsbad Medical Vrllage CB06-1886 1289 Carlsbad Village Drive 156 -190- 54 P 00 Medical Shell Building V-N New Dwelling Units Square Fept of Living Area in New Dwelling Square Feet of Living Area in SOU Net Square Feet New Area 5265 Squarj loor Area I8bad Unified School District 6225 El Carmrio RcaJ Carlsbad CA 92009 (331 Date L DISTRICTSWITHIN THE CITY OF CARLSBAD Vuta Unified School District1234 Arcadia Drive VjsiaCA 92083 (7262170) San Marcos Unified School District 21SMataWay San Marcos CA 92069 (290 2649) Contact Nancy Dolce (By Appl Only) Lncimtas Union School District 101 South Rancho Santa Fc Rd Encimias CA 92024 (944 4300 ext 166) San 1) cguilo Union High School District 710 Et umias Dlvd Enemi ac CA 92024 (753 6491) Certification of Applicant/Owners The person executing this declaration ( Owner1) certifies under penalty ol perjury that (1) the Information provided above is correct and true to the best of the Owner s knowledge and that the Owner will file an amended certification of payment and pay the additional fee il Owner requests an increase in the number of dwelling unite or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect and that (2) the Owner is the owner/developer of the above described project(s) or that the person executing this declaration is airthonzed to sign on behalf of the Owner Signature Revised inO/2006 Date HAR-01-2007 THU 11 01 AM CITY OF CARSLBAD FAX NO 760 602 8558 P 12 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s)) ************* (A****************** »***+*««*** ***************** V******.************************* * THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District certifies that the developer builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER WALTER FREEMAN ASSISTANT SUPERINTENDENT CARLSBAD UNlfliiD SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA920Q9 - * -3 3 (~ Revned 3/30/2006 MAR-01-2007 THU 11 02 AN CITY OF CARSLBAD FAX NO 760 602 8558 P 13 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHpQL FFES OR OTHER MITIGATION This form must be completed by the City the applicant and the appropriate school districts and returned to the City prior to issuing a building permit The City will notj issue any building permit without a completed school fee form Project Name Carlsbad Medical Village Building Permit Plan Check Number Project Address APN Project Applicant (Owner Name) Project Description Building Type Residential Second Dwelling Unit Residential Additions Commercial/Industrial City Certification of Applicant Information CB06-1887 1293 Carlsbad Village Drive 156-190-54*00 Medical Shell Building V-N New Dweltyng Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SOU Net Squar$ Feet New Area 4515 Square/tfct floor Area Date Sad Unified School District 6225 El Cammo Real Carlsbad CA 92009 (331 SOOOJ SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD ,„ . ,, _ . „ . ,,.,.,, San Marcos Unified SchoolVista Unified School District 2.70)2170)San MarcQi CA 92069 (29° 2649) Contact Nancy Dolce (By Appt Only) EncimUs Union School District 101 South Rancho Santa Fe Rd Encmitas CA 92024 (944 4300 ext 166) San Djegulto Union High School District 710 Encmitas Blvd Enumlafi CA 92024 (753 6491) Certification of Applicant/Owners The person executing this declaration ('Owner1) certifies under penalty of perjury that (1) the information provided above is correct and true to the tjesi of the Owners knowledge and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number o( dwelling units or square footage after the building permit is issued or if the iml|al determination of units or square footage is found lo be incorrect and that (2) the Owner is the owner/developer of the aboye described project(s) or that the person executing this declaration is authorized to Sign on behalf of the Owner Signature Revised 3/30/2006 Date S 7 MAR-01-2007 THU 11 03 AM CITY OF CARSLBAD FAX NO 760 602 8558 P 14 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s))** ****** *»**»**»*•***************••**.#***»*******+ ************************************* ****** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized, by the applicable School District certifies that the developer builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School Dt$tnct The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOpL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER WALTER FREEMAN ASSISTANT SUPERINTEND! CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMfflO REAL u\kLSBAD,CA 92009 Revised 3/30/2006 HAR-01-2007 THU 11 03 AM CITY OF CARSLBAD FAX NO 760 602 8558 P 15 City of Carlsbad • uildint Department CERTIFICATE OF COMPLIANCE PAYMENT OFSCHjpQL FEFS OR OTHERMITIGATION This form must be completed by the City the applicant and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address APN Project Applicant (Owner Name) Project Description Building Type Residential Second Dwelling Unit Residential Additions Commercial/Industrial City Certification of Applicant Information Carlsbad Medical Village CB06 1888 1297 Carlsbad Village Drive 156-190-54:00 Medical Shell Building V-N New Dwelling Units Square Feet of Living Area in New Dwelling Square Feat of Living Area in SOU Net Square Feet New Area 5265 Square/r^e tfFlsbad Unified School District f6225 El Cairono Real 92009 (331 SOOO) SCHOOL DISTRICT^ WITHIN THE CITY OF CARLSBAD San Marcos Unified School District 2l5MataWay San Marcos CA 92069 (290 2649) Contact Nancy Dolce (By Appi Only) Vista (Unified Sthool District 1234 Arcadia Drive Vista CA 92083 (7262170) Jruon Sthool District 10] South Rancho Santa Fe Rd Encmitas CA 92024 (944 4300 ex! 166) San D|eguito Union High School District 710 Eijumias Blvd Enemies CA 92024 (7S3 6491) Certification of Applicant/Owners The person executing this declaration ("Owner1) certifies under penalty of perjury that (1) the information provided above is correct and true to the t>est of the Owner's knowledge and that the Owner will file an amended certification of payment and pay the additional fee If Owner requests an increase in the number of dwelling units or square footaga after the building permit is Issued or if the initial determination of units or square footage is found to be Incorrect and that (2) the Owner is the owner/developer of (he aboye described pro|act(s) or that the person executing this declaration is authorized to sign on behalf of the Owner Signature Revised 3/30/2006 Date HAR-01-2007 THU 11 05 AH CITY OF CARSLBAD FAX NO 760 602 8558 P 16 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s)) » ****************************** ******** ******»»**»***»*••******»«»******»»*>******« ************ THIS FORM INDICATES THAT TH.E SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL ! TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER WAITERFREEMAN ASSISTANT SUPERINTENDS CAR15BAD UNIFIED SCHUUL ui&i wU 6225 EL CAMINO REAL CARLSBAD, CA 92009 Revised 3/30/2006 ( j CARLSBAD UNIFIED SCHOOL DISTRICT \ \ JEFFERSON ELEMENTARY \ \ AVIARA OAKS ELEMENTARY \ \ CARLSBAD HIGH SCHOOL | \CARLSBADVILLAGEACADEMY | \MAGNOLIAELEMENTARY \ \ AVIARA OAKS MIDDLE SCHOOL \ \ CALAVERA HILLS SCHOOL \ \ PACIFIC RIM | | VALLEY MIDDLE SCHOOL | ] BUENA VISTA SCHOOL \ \K£LLEY SCHOOL \ \ HOPE SCHOOL \ \ CALAVERA HILLS MIDDLE SCHOOL j \ OTHER _ (,f App.,oable) PARENT OF \f < R6C6lpt NO (- O \J U 0 0 V, II PAYMENT FOR ^ ACCOUNT NUMBER AMOUNT RECEIVED BY CASH CHECK # .TOTAL £ ^J — -k—- ,» Sb -<>^ t ^O ^> ft r\*K,l* ^\* «^ •"•»c ^5r *. X, S kX, X J (J V "f b 0 10 *Pa • !T m 00 ]: So>! oo°!^ > o>7J mg o> 5om S w. m * 02 3§o<~m < "5Porm"o, DO 05-07 2007 City of Carlsbad 1635 Faraday Av Carlsbad CA 92008 Plan Check Revision Permit No PCR07082 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title PCR 1561905300 $000 Lot# Construction Type CARLSBAD MED VILL BUILDINGS A THRU E Applicant BARBARA WHARTON 619 334 7455 Status 0 Applied VN Entered By Plan Approved Issued DEF TRUS Inspect Area Owner CARLSBAD MEDICAL VILLAGE L P C/0 RUSS RIES 9225 DOWDY DR #106 SAN DIEGO CA 92126 ISSUED 04/24/2007 JMA 05/07/2007 05/07/2007 Plan Check Revision Fee Additional Fees $360 00 $000 Total Fees $360 00 Total Payments To Date $360 00 Balance Due $000 Inspector FINAL A Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave Carlsbad CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By ^ Date 'Address (include Bldg/Suite #}Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel #Existing Use Proposed Use SQ FT #of Stories tt of Bedrooms # of Bathrooms Name Address City State/Zip Telephone # Name Address City State/Zip Telephone tt m (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License # Address License Class City State/Zip Citv Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued n I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) f~| CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollar* ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE' i4«: " *• ^i?,.» t *& I hereby affirm that I am exempt from the Contractor s License Law for the following reason n I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) l~l I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) n I arn exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement O YES flNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATEosnuTCiteiaHKtir^^ ^ / /•> , ^ if" or &- «/«"* Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? d YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? Q YES l~l NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER S NAME LENDER S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0 deep and demolition or construction of structures over 3 stories in height PIRATION Every permit issued by the buildmg£lfticial under the provisions of this Code shall expire by limitation and become null and void if the building or work ed by such permit is not commenced wrtb>in80 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned tt any time after the workjs-eoTTrmcqged^ife^eriodjif 180 days (Section 106 4 4 Uniform Building Code) _ DATEAPPLICANT S SIGN, WHITE File YELLOW Applicant PINK Finance EsGil Corporation In (Partners/tip -wit.fi government for <Bm fifing Safety DATE MAY 01, 2007 OAPPLICANT JURISDICTION CARLSBAD ~a~PLANREVIEWER a FILE PLAN CHECK NO PC06-0038 (REV # 2) PCR O7 82 _ SET I PROJECT ADDRESS PORTION OF TRACK 119 OF MAP 1661 PROJECT NAME CARLSBAD MEDICAL VILLAGE (Bldgs A through E) X] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction s building codes The plans transmitted herewith will substantially comply with the jurisdiction s building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant s copy of the check list has been sent to Aaron Werner (LCMW AIA) 9845 Erma Road #205 SD Ca92131 XJ Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Aaron Telephone # 858-695-0444 Date contacted (by ) Fax # 858-695-8922 Mail Telephone Fax In Person XI REMARKS Roof trusses for buildings A through E are under this plan check (deferred submittal) By All Sadre Enclosures Esgil Corporation D GA D MB D EJ D PC 11/27 trnsmtldot 9320 Chesapeake Drive Suite 208 + San Diego California 92123 + (858)560 1468 + Fax (858) 560 1576 City of Carisbad Building Department VALUATION AND PLAN CHECK FEE JURISDICTION CARLSBAD # 2) PCR O7-82 PLAN CHECK NO PC06-0038 (REV PREPARED BY All Sadre DATE MAY 01, 2007 BUILDING ADDRESS PORTION OF TRACK 119 OF MAP 1661 BUILDING OCCUPANCY B/S1 TYPE OF CONSTRUCTION V-N BUILDING PORTION ROOF TRUSS PACKAGE Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) CB Rldn Permit FPP hv Orrltnanrp "V Valuation Multiplier By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance $360 00] Type of Review Repetitive FeeRepeats D Complete Review D Other m Hourly Structural Only 3 Hours * Esgil Plan Review Fee $288 00 Based on hourly rate Comments Sheet 1 of 1 Lumber Company A Pro-Build Company TRUSS DIVISION 2740 Tidelands Avenue National City, CA 91950 Ph. 619.263.6161 • Fax 619.477.6891 1-800 DIXIELINE (349-4354) Serving Southern California Since 1913 eve TRUS JOIST Silent Floor & wao hr) W CO W 'Xl We 3 o g o fc I JI^WiPUOfl KJII3 soSn§Is o **"n -^si N lUMBI'R ENCINFFRFDffOODPRODUlIS2740 nronANiis AVJNUF W *J *~3 *i> 0 « w P8 61J w S w P£c. 1 ww r 3i d^S aQ B3ra Hgi TJ « ^ 33 rac5 fl g 3 a ilM ^c,COM0ts c1 U"I o I-a blM ^3 W )».H K OO O M o -S ^ S co 5ss •j tdC5 W Ma Q B -D. g3T) GCOwwC/l t J O GENEIUL NOTES ANDINDEX_ K)O OO Engineers © Reviewed as Noted O Revise and Resubmit This Review Shall Not Relieve The Contractor From Full Compliance With The Contract Documents And Applicable Codes Date { ^0 p u oo 13 HI 4j h *f H 10 t-k c ^ I- <r f££S•a 2 *sr B *s-n o ^ *K B 3 -U -at w - 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