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Home My WebLink About101 CANNON RD; ; CB891036; PermitBUILDING PERMIT 07/11/90 16:45 Page 1 of 1 Job Address: 101 CANNON RD Permit Type: SINGLE FAMILY DWLNG - DETACHED Parcel No: 210-033-08-00 Valuation: 246,242 Construction Type: VN Occupancy Group: R3 Description: SFD 3122 SF & 739 : +611 SF DECK + 786 SF BASEMENT Str: Permit No Project No Development No Fl: Ste: CB8910 A8901747 Class Code SF GARAGE Status Applied Apr/Issue Validated B ISSUED 07/14/89 07/11/90 JPY OWNER : MEEHAN, MAUREEN 135-A LIVERPOOL DR CARDIFF, CA 92003K *** Fees Required Lie.OWNER 753-1453 *** Fees : Adjustments: Total Fees: 13 lected & Credits *** Fee description Building Permit Plan Check Strong Motion Fee Enter 'Y' to Auto Enter 'Y* to Autoc Enter Number of ED or manually enter * BUILDING TOTAL Enter "Y" for Plumbing Each Plumbing Fixture ** Each Building Sewer Each Roof Drain Each Water Heater and/or Veri Gas Piping System Each Vacuum Breaker * PLUMBING TOTAL Enter "Y" for Electric Issue Fee > Single Phase Per AMP > * ELECTRICAL TOTAL ($10 Minimum) Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts > Each Install/Reloc Appliance Vent > Each Hood/Fireplace > * MECHANICAL TOTAL 200.00 00 00 00 *itt .&JeiB&tr^P*JWSfeiia ^S*•^^*• •*£??*I^-J^IK$k3*i LlM^irt* V^•fe. ^%/*TFP*ffii&Wr^ 2*-*Cs>$&*$ p.^ti*** , *VHBI rj"a.. ,Sf|t3^&2.50 k 6.50 2. 50 2.50 2. 50 2. 50 .25 9.00 4.50 6.50 .00 700.00 12,327.00 Ext fee 1154. 750. J.7'7 8618. 600. 1713. 12852. 7. 40. 6. 2. 2. 2. 5. 67. 5. 50. 55. 15. 9. 22. 6. 73- 00 00 00- 00 00 00 00 50 00 50 50 50 50 00 00 00 00 00 00 00 50 50 00 Data — -\ _OY Y Y Y CITY OF CARLSBAD 2075 Las Palmas Dr., Carisbad CA 92009 DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In SI 1 ASSESSOR'S PARCEL NO. OWNER CONTRACTOR CONTRACTOR'S MAILING ADDRESS CITY ZIP TEL. STATE LICENSE NO.LICENSE NO. 8292 07/14/89 0001 01 05 Hisc 700-00 FRTMATFn VAI IIATinN "Z^tA'KJ^ PLAN CHECK FFF 001-810-OCM)0-8821 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. 7^0 SUBDIVISION. LEGAL DESCRIPTION CHECK IF SUBMITTED: 2 ENERGY CALCS 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK 2 STRUCTURAL CALCS D 2 SOILS REPORTS 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE CONTACT PERSON ADDRESS LA COSTA LETTER^U W\ SCHOOL FEE FORM P & E CORRECTIONS LIST APTLlCANT'S'SIGNATURE DATE White - File Yellow - Applicant Pink - Finance Gold - Assessor FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M PLAN CHECK#: CB891036 PERMIT*: CB891036 PROJECT NAME: SFD 3122 SF & 739 SF GARAGE +611 SF DECK + 786 SF BASEMENT ADDRESS: 101 CANNON RD CONTACT PERSON/PHONE#: MH/TIM/753-1453 SEWER DIST: WATER DIST: WATER DATE: 02/20/91 PERMIT TYPE: SFD INSPECTED / ^ INSPECTED BY: INSPECTED BY: COMMENTS : DATE / ^ INSPECTED: 2/2' DATE INSPECTED: DATE INSPECTED: '-0/91 APPROVED A DISAPPROVED/ < ^ APPROVED DISAPPROVED APPROVED DISAPPROVED FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M PLAN CHECK#: CB891036 PERMIT*: CB891036 PROJECT NAME: SFD 3122 SF & 739 SF GARAGE +611 SF DECK + 786 SF BASEMENT ADDRESS: 101 CANNON RD CONTACT PERSON/PHONE#: MH/TIM/753-1453 SEWER DIST: WATER DIST: DATE: 02/20/91 PERMIT TYPE: SFD INSPECTED BY: DATE INSPECTED:FEB. 261991 APPROVED V INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS:Carlsbad Municipal Water District Engineering Department (fit 9) 438«3367 ftu) iro i@io??s 7 EB 2 1199: f ^J ^\ y>i FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M PLAN CHECKS: CB891036 PERMITtf: CB891036 PROJECT NAME: SFD 3122 SF & 739 SF GARAGE +611 SF DECK + 786 SF BASEMENT ADDRESS: 101 CANNON RD CONTACT PERSON/PHONE#: MH/TIM/753-1453 SEWER DIST: WATER DIST: WATER DATE: 02/20/91 PERMIT TYPE: SFD INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE -p> INSPECTED: : DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: CITY OF CARLSBAD INSPECTION REQUEST PERMIT* CB891036 FOR 03/07/91 DESCRIPTION: SFD 3122 SF & 739 SF GARAGE +611 SF DECK + 786 SF BASEMENT TYPE: SFD JOB ADDRESS: 101 CANNON RD APPLICANT: NAGLE, TIM PHONE: CONTRACTOR: PHONE: OWNER:MEEHAN, MAUREEN STR: 753-1453 INSPECTOR AREA MP PLANCK# CB891036 OCC GRP R3 CONSTR. TYPE NEW FL: STE: REMARKS: MH/TIM/753-1453 SPECIAL INSTRUCT: PHONE: 753-1453 INSPECTOR TOTAL TIME: —RELATED PERMITS— CD 19 29 39 49 LVL DESCRIPTION PERMIT# TYPE STATUS SE900022 SWRSD ISSUED 10688 ROW ISSUED ACT COMMENTS ST Final PL Final EL Final ME Final Structural _T Plumbing , Electrical Mechanical i ***** INSPECTION HISTORY ***** DATE DESCRIPTION 012291 Final Combo 121790 Shower Pan/Roman Tubs 112190 Exterior Lath/Drywall 112190 Steel/Bond Beam 112090 Exterior Lath/Drywall 110690 Insulation 110290 Rough Combo 103190 Frame/Steel/Bolting/Welding 103090 Frame/Steel/Bolting/Welding 102390 Shear Panels/HD's 102390 Roof/Reroof 101190 Ftg/Foundation/Piers 091090 Ftg/Foundation/Piers 083190 Ftg/Foundation/Piers 071790 Sewer/Water Service ACT NR AP AP AP NR AP AP CA NR AP AP NR AP AP AP INSP MP MP PY PY MP MP MP MP MP MP MP MP PD MP MP COMMENTS DETAIL ON SHEAR WALL OK TO WRAP SLAB @ WEST END PERMIT* CB891036 DESCRIPTION: SFD CITY OF CARLSBAD INSPECTION REQUEST FOR 11/21/90 3122 SF & 739 SF GARAGE +611 SF DECK + 786 SF BASEMENT TYPE: SFD JOB ADDRESS APPLICANT: CONTRACTOR: OWNER: 101 CANNON RD NAGLE, TIM MEEHAN, MAUREEN PHONE: PHONE: PHONE: STR: 753-1453 753-1453 INSPECTOR AREA MP PLANCK* CB891036 OCC GRP R3 CONSTR. TYPE NEW FL: STE: REMARKS: MH/TIM/753-1453 SPECIAL INSTRUCT: INSPECTOR TOTAL TIME: —RELATED PERMITS—PERMIT # TYPE SE900022 10688 SWRSD ROW CB900821 RETAIN STATUS ISSUED ISSUED ISSUED CD 18 LVL DESCRIPTION ST Exterior Lath/Drywall ACT COMMENTS ***** INSPECTION HISTORY ***** DATE: DESCRIPTION 110690 Insulation 110290 Rough Combo 103190 Frame/Steel/Bolting/Welding 103090 Frame/Steel/Bolting/Welding 102390 Shear Panels/HD's 102390 Roof/Reroof 101190 Ftg/Foundation/Piers 091090 Ftg/Foundation/Piers 083190 Ftg/Foundation/Piers 071790 Sewer/Water Service ACT INSP AP AP CA NR AP AP NR AP AP AP MP MP MP MP MP MP MP PD MP MP COMMENTS DETAIL ON SHEAR WALL OK TO WRAP SLAB @ WEST END J- ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: & SET: W ,r^r, PA Afl^Ulq/J a-<x 'TJ JURISDICTIONHPLAN CHECKER (JFILE COPY QUPS RDESIGNER 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 jurisdiction1s-building codes when minor deficien- cies identified *n 4-k& at U-ach&d sfcggrf" 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 check list transmitted herewith is for your information. The plans are being held at Esgil Corp, until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. •B The applicant's copy of the check list has been sent to: /*• fi-OfO /** i *\ *\-*._•__ \ at-cl > £ *•_ •, v- . flr i ^2 Ls Ls it—t ^ 's HH Esgil staff did not advise the applicant contact person that plan check has been completed. II Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: Telephone By: ESGII«ORPORATION DGA DAA Dvw DDM Enclosures Pate PROJECT Dr-. . - . PL AN CORRECT 10^ JHCET Plan? Check No.fief- IO36 TTT FOREWORD; PLEASE READ Plan check is limited to 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 handicapped- The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the 'nlation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan seta that may have been returned to you by the jurisdiction, to: To facilitate techccking, please Identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been mode and return this check sheet with tho revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. - - .- • Date plans received by plan checker Date 3^2- plan check completed 3.XgJ ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION:- PLAN CHECK NO: PROJECT ADDRESS: PROJECT NAME: SET: JC VXeehon. PLAN CHECKER FILE COPY DUPS JDESIGNER 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 deficien- cies identified _ 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 check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: O.I-» Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: _ Date contacted: REMARKS: Telephone I By: ESGILCBORPORATION DGA DAA Dvw DDM Enclosures: JURISDICTION; GaY\&\*t*A Pate PROJECT ADDR£SS!.SRg.,m*t-£QnM>»l& * SUM n^ PLAN CORRECTION SHEET Plan* Check No. FOREWORD; PLEASE READ Plan check is limited to 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 handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with-the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan seta that may have been returned to you by the jurisdiction, to: -Efefaiy CLOI JO*. C-L qg 19 ?> To facilitate rechecking, please identify, next to each circled Item, the sheet of the plans upon which each correction on this sheet has been node and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date plans received by plan checker plan check completed By joko tu on. lolatife 4-K» i * _g g£4k* R>s4- ^T e.onn -Ti nA -fAisa. \±s 0i\\ UflCV* gjgt. fetooprit'T f. ri 2\ooY A fa tsnracfrvi i^f L V. I I7* ' \ gn \ * <tran dvnrc*tor«.T tton.*. _££rAaAtx i^trT pff- Cfnfi'> r 11 "i» ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: \ I f)0>l CITY OF CARLSBADJURISDICTION: *-+** WJ- ^"^^"^ LjPLAN QFILE COPY PLAN CHECK NO: £><3 - \O~5&> SET: JT QUPS / Q ] £LA~k^ O"O^ Pi DESIGNER PROJECT ADDRESS:^£ dorngro^Cannon'BJ cI PROJECT NAME; ^FD/^jlg. i 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 deficien- cies identified 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 check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant1 s- copy of the check list has been sent to: Ttrvi V\<ng\g <¥rt \?)gj Ll^GvnoO\ Pr, SVg: -fr ^Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: ; Telephone # REMARKS: Enclosures;ESGIL<SORPORATION DGA DAA Dvw QDM PLAN CHECK NO: A<7 - I O 2> fa JDRISDICnOll: CITY OF CARLSBAD TO: \ fi C3 7 113. FROOECI ADDRESS: FLOORAREA: g-3/^-5 I?** «' STORIES: 5 -V BEIGBT: REMARKS: PTAK SHEET GUY OF CARLSBAD SIWGU FAHTT Y Aim DPFLEX DWELLINGS Date plans received by jurisdiction: Plan check is limited to 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 Present California law mandates that residential construction comply with Title 24 and the following model codes: 1985 UBC (eff. 7/31/87) 1985 UPC (eff. 3/30/87) 1987 NEC (eff. 10/28/87) 1985 UHC (eff. 8/28/87) The above regulations construction, regardless adopted by ordinance. apply to residential of the code editions The circled items listed need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Date plans received by Esgil Corporation: Date initial plan check completed: Bv: Applicant contact person: _ —rn _ Telephone : NOTE: PAGE NGHBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED. List No, 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC) or FLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7, All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). J ' Plans(5.) Plans, specifications and calculations shall be signed by the California state licensed architect responsible for_their for plans deviating from engineer or preparation, conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). Specify on the Title Sheet of the plans the gross f loor area of each element of this project including dwelling, _. garage, carport, patio, deck and balcony. Section 302(c). Provide a statement on the Title Sheet of theplans that this project shall comply with Title 24 and 1985 UBC, UMC and UPC and 1987 NEC. Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent .finish grade. Show drainage patterns with minimum slopes. Section 302(c). Indicate distance from property proposed building. Section 302(c). lines to Show on the title sheet all walls, etc. included under Any portion of the project plan that is not included permit application filed identified as "not included structures, pools, _this application, shown on the site with the building should be clearly Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and distension the distance to the floor at>ove, for story determination. me PROTECTION Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Such walls shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A, Section 1709 (a)). Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Section 1710. Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504. Plastic skylights shall not be installed within 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. Projections, including eaves, shall be one- hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. Show location of permanently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. When tha valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided at existing bedrooms per item 16 above. 5/10/89 ROOH SIZES. LIGHT. VBmiAIIOH AMD GLAZING Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120 square feet of floor area. Section 1207 (b)., Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in \ji i *vi 11 *•*** "w • *™ ^ — » ^ r —Openable window, area in habitable rooms must.be 1/20 of the floor' area and ,a minimum of 5 square feet. In, bathrfioms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). At least 1/2 of the common wall must be open and have an opening not less than 25 sq. ft. nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a). Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). No habitable room, other than a kitchen, shall be less than 7'0" in any dimension. Section 1207 (c). Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a). Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). Dimension on the plans the "30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. Glazing, in the same wall plane as a door, roust be safety glazing if within 12" of the door and less than 60" "above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6. Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below, except for posts and protective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. EXITS. STAIRWAYS. AHD RATT.TWS Floors above the second story shall have not less than 2 exits. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. Section 3303 (a). Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railing shall be less than 6". Section 1711. Show, how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. la* IPro tf i«t <2 pore. 4e> plans. f 5/10/89 Provide stairway 3306 (b) fit (c). and landing details. Section Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Minimum headroom is 6'6". Minimum width is 36". All handrails per Section 3306 (j), shall satisfy the following: i,+ay4a-rfo>- Provide handrail for stairways with 4 or more risers. Handrail shall be nosing of treads. 30"- to -. 3V. above the The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exceed 36 inches. Section 3306 (g), 3304 (i). A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). Provide details of winding stairway complying with Section 3306 (d): Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. Minimum width is 36 inches. froyldfl_._pniral stairway details, per Section 3306 (f):. at. c0fTasc.-tfon>&7Jdvuf02* e-hall Minimum/iSh is 7 T/2 inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. Maximum clear opening between risers is 6 inches. Minimum headroom is 6 feet 6 inches The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. X Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). ~ Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). Openings in exterior walls below or within 10 feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1). Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). C(a*ife @ GjciYogc lejc&l » Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b). ROOFING Specify roof slope. 54. Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). 55.) Specify roof Chapter 32. material and application. 56.) Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., tile, etc. Section 107. 5/10/89 The maxijuum slope for a fire retardant built- up roof, with rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2. The minimum slope for a fire retardant built- up roof, with cap sheet surfacing, is 1/2 inch in 12 inches^. Section 3203 (e) 3. 59.1 Specify minimum 1/4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. Show roof drains and overflows. Section 3207. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. Plastic skylights must be separated from each other by at least 4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). /• HASOKCT _ Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37. / . Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal joints. r\ i (66,} Show height and construction details of all masonry walls. Chapter 24. / X X Note that cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-G. Cleanouts shall be sealed before grouting, after inspection. Show floor and roof connections -to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2310 & 2312 (j)3A. Provide detaiIs for damp proof ing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). / X / 78. Show a minimum 2" air space and flashing between planter and building, walls. Section 2516 (c) 7. GARAGE AMD CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 5-B, Section 503 (d). All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b) Show 1 3/8" solid core self-closine. openings between garage ani_dwelling. CfV'l / J V ^^L. __.* ^^ _ . -^ta^^^l _^ . ^_ 1 A Garages are crfbt permitted to open into a room used for sleeping purposes. Section 1104. An occupancy separation is not required between carport and residence, provided the carport is open on two or more sides and has no enclosed uses above. Section 503 (a) Exception 3. Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, method bracing garage front and holddowns if required. Chapter 23. NOTE: Maximum shear panel ratio is 3 1/2 to 1 for height-to-width. Table 25-1. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h). Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a). TOUHDAIIOH RBQUIEEHEHIS Per soils report, note on the pj.an the soils Classification, whether ar_ not fhe spjlis all.iiL.Llu beans*expgnsive Section 2905 (c). The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: To»n.gj. eJgoih. ftWaUba IS" 5/10/89 / Provide notes on the foundation plan listing the soils report recommendation for foundations, slab and building pad preparation. 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 (when required by the soil report). The soils report recommendations excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: T[. The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, formings and reinforcements comply with the soils report and approved plan." Show height of all 23. foundation walls. Chapter Show height of retained earth on all foundation walls. Chapter 23. 86.) If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. Note on plans that above finish grade. wood shall be 6" minimum Section 2907 (a). Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). For buildings adjacent to slopes steeper than 3:1, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent. Dimension foundation per U.B.C. Table 29A: Floors Supported* 1 2 3 Sterna-all Width Footing Depth Thickness 6" 8" 101 12" 15" 18" 12" 18" 2V 6" 7" 8" •^Foundations may support a roof in addition to the f loors. Where only a roof is supported, use foundation for one floor. / yo io5. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacing. Section 2907 (f). Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c)-" See *oo4 ntftc If required, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f), 302 (c). If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 1. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). Show on the plans stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. . Show minimum underfloor access of 18" x 2V. Section 2516 (c). . Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1. FRAHIMG Show wall bracing. Every exterior wood stud wall and main cross-stud partition shall be braced at each end at least every 25 feet of length with 1x4 diagonal let-in braces or equivalent. Section 2517 (g) 3. In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be located at each end or as near thereto as possible and comprise at least 25 percent of the linear length of the wall, or provide design. Section 2517(g)3. iLD •E5S1O ClVOtfT 5/10/89 1/6. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h), 2517 (d) 6. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d)"5. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. — , Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. . Show nailing will be in compliance with Table 25-Q. ;113y Show or note^ fire stops at tha following locations per Section 2516 (f): a.) In concealed spaces of stud walls and "^ partitions,, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall; b.1 at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; and in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. * Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2x6 max. 10'; Non-bearing: 2x4 max, 14', 2x6 max. 20'. Table 25-R-3. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. Table 25-R-3. Note on A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (fj —i —Detail all post-to-beam and post-to-footing connections and refeyepcg t.hft detail t-Q t.hc- pjlan. Section 2516 (m). '1183 Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. And e_ro»» fg* <efg'fa*ig-+*'Pfgrrc», 130. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4713 (d)}. Show 3" x 4" or 2" x 6" of three story building. studs in first Table 25-R-3. story . Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. . Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). . Provide roof framing plan and floor framing plan. Section 302 (c). . Provide framing sections through 13ra. / IK / Section 302 (c). Specify all header sizes for opening over 4* wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 5/10/89 Provide calculations for lateral loads, shear panels, shear transfer and related. Section 301 (b). Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See comments below or at end.) Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Individual concrete or -masonry piers shall project at least 8 inches'above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. ©Show location of attic access with minimum size 22" x 30". Section 3205. \Tl. Show draft separation for attic areas between / units in a duplex. Section 2516 (f). _ 133. Specify plywood thickness, grade and panel ' identification index. Table 25-N. lift. When roof pitch is less than 3:12, design ridge / as a beam. Section 2517 (h). If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. Section 2517 (g) 4. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 1 stories. Section 2517 (g) 4. Show plywood . sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. /1M). Ridges, hips, and valleys shall be at least one size larger than supported rafters.^ Section 2517 (h) 3. <Sho\JLt *rriff<'vV,j(Sr /owev* E?oo<£-*In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). MECHAHICAL (UHIFORH MECHANICAL CODE) All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical on pons, Show the size, location and type of heating and cooling appliances or systems all Show source of combustion air to furnace, per Chapter 6, UMC. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1211. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC. Note on plans, "clearances to be per manufacturer's listing." Section 504, UMC. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704 UMC. [ 14711 Show I.C.B.O. approval number _for prefabfireplace. e-ho«aH- on. T^leov -plein. f^leoj Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UMC. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Note on plan: Gas vents and non-combustible piping, in walls, passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. 153. Provide dryer vent to 1903. outside. UMC, Section 5/10/89 ELEnTRTCAT. (NATIONAL ELECTRICAI. CODE) All wiring shall comply with the National Electrical Code. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in Show at least one convenience outlet other than outlets for laundry, etc. and basements. NEC, Art. f*-fehcri eowrt-fe*- — Note convenience outlets counter top(s) within^ sink, outdoors, and in (other than for laundry shall be GFI protected. [159, , outdoors, in garages 210-52^ ^ in bathrooms, kitchen 6 feet oJ the kitchen garages and basements and similar equipment) NEC, Art. 210-8. Note electrical system ground to be provided per NEC, Art. 250-81. FLUMBIMG fUWIFORH FLUMBIMG COPE) Show water heater size, type and location on plans. UPC, Section 1301.sSKettf » ^ on. Pletn-S. Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307. ©Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. 163. Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. L645 Show T and P valve on water heater route of discharge line to exterior. UPC, Section 1007 (e). and show Note on the plan that hose bibbs and lawn sprinkler system shall have approved backflow prevention devices. UPC, Section 1003(h) & Show shower stall can accommodate a 30" circle and has a minijnum floor area of 1,024 sq. in. UPC 909 (d). NOISE INSULATION (DUPLEXES') Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 25. lire. Show how / piping, e] penetrations of assemblies for electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shal1 be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. EHERGY CONSERVATION Permit applications received after June 30, 1988, are regulated by the new Residential Energy Standards. Provide plans, calculations and worksheets to show compliance. The new regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. Section 1403(a)1, Title 24, states that Form CF-1R shall be signed by the person responsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, general building contractor, mechanical contractor, or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such documents. Document signers are subject to the limitations in Division 3 of the Business and Professions Code^ Please provide the signature. +Skai/ && ^t&fjaol n.73/All energy items shown on the plans must be in *—-*^ agreement with the information shown on the properly completed Form CF-1R. j ~" ' ? rvc* orv owns 5/10/89 / 178. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Show the make, model and efficiency of the space heating (or cooling) system and provide heat loss calculations if the output exceeds ft5,000 BTU/Hr. .fiVioutf IT emplane - For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. Provide fluorescent general lighting in kitchen(s) per CAC,.Title 24, 2-5352(J). Please see additional corrections, or remarks, on the following page. CARLSBAD S.F.P. & DUPLEX SUPPLEMENT Energy conservation design should be for Zone 7 See attached energy packages. Floor drains must have auto-prime (city policy). Note exhaust fans cannot be ductless type-{city policy). New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/ft" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). >/ Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383. 197. All new residential buildings, including additions, require a soils report. Please submit two copies. Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). [189J UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.Oft.230). Show compliance with UBC Section 3203(e). City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance. Please see additional corrections, or remarks, on the following page. The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact <P_Bat Esgil Corporation. If you have any questions regarding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/ft38-1161. Thank you. Enclosures: 1. 2. 3. Hip abov£ I-1 v/1 rift) acrrcu' <=•« 1.0 i o pxarts- .4 & v ie-T I J. I I"TO olu_-\a 5/11/89 0 T O_ iTt#<10 Datei Prepared byi CITY OF CARLSBAD VALUATION AND PLAN CHECK FEE Bldg. Dept. Esgil PLAN CHECK NO. 89- BUILDING ADDRESS &€..&?» nat-oS Cgnnof7.P<j «• APPLICANT/CONTACT PHONE NO. BUILDING OCCUPANCY g-3 /M- I TYPE OF CONSTRUCTION \) U fio\} DESIGNER PHONE CONTRACTOR PHONE t BUILDING PORTION V\o\*s><2: C^av-a Q & O«e£ ^d^teivjzrcT" Air Conditionine Commercial Residential Res. or Coriun. Fire Surinfclers Total Value BUILDING AREA & \2.<L T7»fl 6 \\ ~lffc VALUATION MULTIPLIER fe» 40 <?.$£ 17.' - • § e e VALUE flfft. ^?^(S,W J<f.7G0. - ^BO</,— 1.^3^5. -/ i*,*^, ^< 2.— BuUding Permit Fee $ Plan Check Tee $ C 0 M HE N TSL /c? Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC. SHEET / OF f 12/87 I D D BUILDING PLANCHECK ENGINEERING CHECKLIST DATE:7/2T/B? PLAN CHECK NO. 8^/o3(e> PROJECT ADDRESS: LJ -Io LEGEND ITEM COMPLETE ITEM INCOMPLETE - NEEDS YOUR ACTION N/A - NOT APPLICABLE 6FO PROJECT NAME: LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets» existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on site plan: Finish floor elevations, pad elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and^arainage patterns. 3. Provide legal description and Assessors Parcel Number. Piscretionary Approval Compliance v\ 4. No discretionary approvals were required. t 5. Project complies with all Engineering Conditions of Approval for Project No. . 6. Project does not comply with the following Engineering Conditions of Approval for Project No. Conditions complied with by: Date: Field Review 7. Field review completed. No issues raised. Field review completed. The following issues or discrepancies with the site plan were found: A. Site lacks adequate public improvements. B. Existing drainage improvements not shown or in conflict with site plan. C. Site is served by overhead power lines (Suture fltt "" ' '''I" 11 ' '0- D. Grading is required to access site, create pad or provide for ultimate street improvement. E. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. F. Other: Dedication Requirements 9. No dedication required. 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8-1/2" x 11" plat map and submit with a title report and the required processing fee . All easement documents must be approved and signed by owner (s) prior to issuance of Building Permit. The description of the dedication is as follows : ^Ffesr AUJ*X> Ca/2Lfi.6ftp 6i>/p. S Dedication completed, Date: _ By: Improvement Requirements 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. 12. Public improvements required. This project requires construction of public improvements pursuant to Section 18.40 of the City Code. Please have a registered Civil Engineer prepare appropriate improvement plans and submit for separate plan check process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: Improvement plans signed, Date: _ By: 13. Improvements are required. Construction of the public improvements may be deferred in accordance with Section 18.40 of the City Code. Please submit a recent title report on the property so we may prepare the necessary Future Improvement Agreement. The Future Improvement Agreement must be signed, notorized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, By: _ a Grading Requirements 13a. Inadequate information available on' site plan to make determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). 14. No grading required as determined by the information provided on the site plan. 15 . Grading Permit required . A separate grading plan prepared by a registered Civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building Permits. Grading Inspector sign off. Date: _ By: _ Miscellaneous Permits 16. Right-of-Way Permit not required. 17. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following:. STI££T irtiflfchfertfeyQ uxitt*, 60TTCrf. sio&jjDWj ETC . J; i*7Vi/rv 18. Sewer Permit is not required. 19. Sewer Permit is required. A Sewer Permit is required concurrent with Building Permit issuance. The fee required is noted below in the fees section. 20. Industrial Waste Permit is not required. 21. Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of Building Permits. Permits must be issued prior to occupancy. Industrial Waste Permit accepted - Date: _ By: _ Fees Required 22. Park-in-Lieu Fee Quadrant : 3 Fee Per Unit: ~&— Total Fee: frC 23. Traffic Impact Fee Fee Per Unit:_%C^"" Total Fee: 24. 25. A^/A 26. JL 27. Bridge and Thoroughfare Fee Fee Per Unit: Total Fee: Public Facilities Fee required. Facilities Management Fee Zone: Sewer. Fees Permit No. 5l:^OOOZ"i- *je /£e*+** Fee : j^k. JC EDU' s: ] . 28.Sever Lateral required: Jfy&gjts*^*^. Fee: ^ Ci rY rt> tr 6> n/ 10 ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY: ^-—^ ^/CS^ s^£*-^ s Date: *>rr»&,&<£.. lo^o^d o± 6~& /xtfcve C/">vM*wr'^>WA^^ ?/"/&>. (ii&&j*^^ *>&£ h •H* |0 ~3t re *I u u Q. Q. CQ <u ro *:u Q. A /r 3 M G / ^x— v O PLANNING CHECKLIST Plan Check No. %?- /O^C> Address Type of Project and Use S F £> R-i I C^r I Zone 5-' Setback: Front Facilities Management Zone School District: San Dieguito Carlsbad Discretionary Action Required Environmental Required Landscape Plan Required Comments Use Allowed? YES X NO ^" Str^Side G-Z-" Rear YES X YES YES Encinitas San Marcos NO Type NO X NO X D Coastal Permit Required Additional Comments YES X NO *^^ Q1-^'cT \n ("Z j (T( OK TO ISSUE STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN, Governor CAUFORNtA COASTAL COMMISSION SAN DIEGO COAST DISTRICT 1333 CAM1NO DEI RIO SOUTH, SUITE 125 SAN DIEGO, CA 92108-3520 (619) 297-9740 Date: Permit No.: Oct. 17. 1989 6-89-227 PERMIT AUTHORIZATION Applicant:Maurenn Meehan Please be advised that you are hereby authorized to proceed with development of your project, permit number 6-89-227 which was reported to the Commission on Oct. 12. 1989 Development of your project is subject to compliance with all terms and conditions specified in the Administrative Permit which was sent to you on September 14. 1989 . Should you have any questions, please contact our office. PETER DOUGLAS Executive Director Job: Date: Calcs by: Sheet I of Structural Calculations For ENGINEERING CONSULTING STRUCTURAL DESIGN 135-A Lrvepool Dr.Cardiff Ca. 92007 Tefc(619La42^&649 SHEET _ OF _ STRUCTURAL flFNERAL NOTfS FOUNDATION NOTES! 1) ALL EXISTING LOOSE OR UNCOMPACTED FILLS SHALL .BE EXCAVATED, PROPERLY TREATED, REPLACED AND PROPERLY COMPACTED. 2) CONSULTANT MAKES NO REPRESENTATIONS CONCERNING SOIL CONDITIONS " UNLESS SPECIFICALLY INCLUDED IN WRITING AND HE IS NOT RESPONSIBLE FOR ANY LIABILITY THAT MAY ARISE OUT OF THE MAKING OR FAILURE TO MAKE SOIL SURVEYS, OR SUB-SURFACE SOIL TESTS, OR GENERAL SOIL TESTING. 3) SUBSURFACE DRAINAGE SHALL BE PROVIDED BEHIND RETAINING WALLS BY MEANS OF WEEP HOLES, OP. A DRAIN CONSTRUCTED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. fc) CONTRACTOR TO PROVIDE FOR DE.-WAT.ERING OR EXCAVATING FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE. 5) CORNERS AND WALL INTERSECTIONS OF TRENCH MUST BE HAND EXCAVATED. - BOTTOM MUST BE HAND EXCAVATED LEVEL WITH SHARP CORNERS. 6) CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING EXCAVATIONS AND BACKFILLING. 7) THE RETAINING WALL SHALL NOT BE BACKFILLED UNTIL THE ENGINEER IS NOTIFIED OF DATES AND TIMES OF CONTRUCTION AND BACKFILL. 8) BACKFILLING OR RETAINING WALLS TO BE COMPACTED BY LIGHT HAND HELD COMPACTORS ONLY. NO VEHICLES. CONCRETE NOTES! 1) CONCRETE USED ; IN THE -WORK SHALL HAVE THE UTILMATE COMPRESSiyE OF 2OOO PSI AT AGE OF 28 DAYS, OR -OTHERWISE NOTED. 7-i" .---••": •- -- ' , r~: ••"' • - - • • •,- _,--•--- .-;:;. -. •-• ...... 2) THE MAXIMUM SIZE AGGREGATE IN CONCRETE SHALL BE THE FOLLOWING: 1" 'IN FOUNDATION AND MASS CONCRETE. . ..-.''.>•-- -• - - " ' "• . • " .-.-.- ' ' ' 3) PORTLAND CEMENT SHALL CONFORM TO ASTM C-15O, TYPE 1 . ft) AGGREGATE (STONE CONCRETE) SHALL CONFORM TO ASTM C-33- " 5) UNLESS OTHERWISE SHOWN OR NOTED, CONCRETE COVERAGE OF REINFORCING BARS TO FACE OR BAR SHALL BE AS FOLLOWS: A) CONCRETE IN CONTACT WITH EARTH, UNFORMED (REGULAR) 3". B) CONCRETE IN CONTACT WITH EARTH, FORMED (REGULAR) 2". • 6) ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALlf BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. --i SHEET OF. MASONRY! 1) BLOCK MASONRY UNITS SHALL BE GRADE "N-l" HOLLOW CORE CONCRETE BLOCK CONFORMING TO ASTM C-90 LATEST REVISION, AND IN ADDITION, SHALL HAVE A MAXIMUM SHRINKAGE OF . 06X FROM THE SATURATED TO TO OVEN DRY CONDITION. MINIMUM ULTIMATE STRENGTH OF BLOCK SHALL BE 2000 PSI. 2) MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE FOLLOWING RATIO BY VOLUME; ONE PART PORTLAND CEMENT, THREE PARTS SAND AND 1/U PART TO 1/2 PART.MAXIMUM LIME OR LIME PUTTY. 3) GROUT SHALL BE DESIGNED BY THE TESTING LAB AND SUBMITTED TO ENGINEER FOR TESTING. GROUT SHALL TEST 200O PSI. tt) MORTAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. 5) MINIMUM LAP REINFORCING STEEL SHALL BE ttO~ BAR DIAMETERS MINIMUM. PROVIDE 1/2" MINIMUM CLEARANCE FROM BLOCK MASONR'Y CELLS. 6) MAXIMUM HEIGHT OF GROUT POUR SHALL BE tt'-O" UNLESS CLEANOUT OPENINGS ARE PROVIDED AT THE BOTTOM OF CELLS TO BE FILLED. 7) NO COLD JOINTS ARE PERMITTED UNLESS SPECIFICALLY DETAILED. 8) VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT; ANY OVER- HANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS, 9),ALL.CONCRETE BLOCK MASONRY WHERE SHOWN ON WALL DETAIL SHALL HAVE A CONTINUOUS INSPECTION BY A REGISTERED" INSPECTOR WHERE CALLED OUT.;:;;S. PFTNFORCING STEEls . ;; 1) ALL REINFORCING ,-;BARS :SHALL BE ASTM A-615 GRADE ttO FOR #5 ---BARS- - - • - -..»- ; .«•-••• :~J~ GRADE 60 FOR #6 AND LARGER. DEFORMED BILLET STEEL .BARS .EXCEPT vASi NOTED. - - • - , ,...-:.. " •-.-. ^''/V^^^^': 2) FABRICATING DETAILS SHALL CONFORM TO'THE . ACI MANUAL OF STANDA&D|0f~ PRACTICE.' ••..-. - -;::- :_.'?-. • ." , • -.V-;:vOifS%4f/ • : ' -"." "•-••'•- ^••-"•':i;fe!Kr' 3) ALL REINFORCING BAR BENDS .TO-.BE MADE COLD. ^A-.-r'^ ft) SPLICES IN REINFORCING STEEL SHALL BE ttO BAR IN DIAMETERS IN MASONRY.. SPLICES IN CONCRETE SHALL BE A MINIMUM OF 4O BAR IN DIAMETERS. 5) BARS MAY BE IN CONTACT WHEN FORMING A LAPPED SPLICE. STRUCTURAL 1) ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36-UNLESS OTHERWISE NOTED. 2) ALL LIGHT-GAUGE STEEL HAVE 33 KSI YIELD STRENGH-UNLESS OTHERWISE NOTED. 3) ALL WELDING SHALL CONFORM TO A.W.S. AND AISC STANDARDS. Jl) ALL MACHINE BOLTS SHALL BE A3O? MINIMUM-UNLESS OTHERWISE NOTED. 5) ALL ANCHOR BOLTS SHALL BE A36 STEEL MINIMUM. 6) ALL FIELD WELDING AND HIGH STRENGH BOLTS SHOULD BE SPECIAL INSPECTED. 7) ALL WELDING SHALL BE DONE BY THE SHILDED ARC PROCESS USING APPROVED ELECTRODES PER A.W.S. SPECIFICATION. E7OXX (LOW HYDROGEN ELECTRODED). TIMBER; " • 1) ALL STRUCTURAL LUMBER TO BE DOUGLASS FIR-GRADE MARKED PER CALL OUT IN ENGINEERING CALCULATIONS. 2) ALL NAILING SHALL CONFORM TO U.B". C. TABLE 25-Q UNLESS OTHERWISE NOTED. GENERAL NOTES! 1) THE CONTRACTOR SHALL VERIFY ALL DIMENTIONS. ELEVATIONS AND CONDITIONS*," PRIOR TO STARTING CONSTRUCTION. ENGINEER SHALL BE NOTIFIED j'f IMMEDIATELY OF ANY DISCREPANCIES AND INCONSISTENCIES. ; ; >;I|S 2) CLIENT AGREES THAT,CONSULTANT WILL NOT PERFORM ON-SITE CONSTRUCTION REVIEW :FOR THIS PROJECT.'r: ; ^ - ":' .- ' >>-":: - v. : ;--:^>;. LUMBER! ^.":- 1:;. .]• "'• ;. _. '"' \^ ^ ' .' "" ^ : p."-• ' ,.: - - ' ': - -'"''.. .-.' '' . ._- „- 1) SPECIES-DOUGLASS FIR-LAR7cH.^, ;'''' '.:'• "J -. -. - .' .- - ' '*->:. -?*". 2) WOOD STRESSES-REF. 1, TABLE^25-A-l. to• 1 «L ^\^- . 'ONO- ..; ••.• *d. ;"/,•-'.-" . **3' -- i..-:'"^:'"-'- V co O H-"V--...V n sa_"..•; :"' oo* :;,.".: M ' - •-•-. ... -: f > CO ,^-^C^HH.. vtV.'-^":*1- ^d t^ f~j'" r"'~T t^ o o- 'i-r-r T > O H , . - '- H P3 •M CO.-•..••"•-, HH. 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V » La- 10 = -sir V4U Oi^ UNS 7 F = TYPE R.H- - VWUL SEC. F; - 31 RaoF , SEC. x ryf>£ /=**- Job '/ " L= ,2' ~iz = 351 O.TTA7. ^r C/ 2X^9. R ___ , , . Q 3 7- SEC. L./s' ^ 2.005- -r- /ff = ^ 272.ro) . 2T ~ 4 JOB * #0 2. L = F; = -^ /o.s = 350 t Wfi-LL * A/C> 5 2~? L=22-5 = 532- i Z30 (D ON SEC I ^ -53 -r /7 = 11-8*? sneer L.-T- ON </ II 7 SEC-J ^•/? •= 738. P <w V "7 SEC. JT F WALL ON LINE ft L-?' — 7 = 225" O.TtM. =663 JOB II- S RES' DENC H L.-& OF Type WfrLL ON LINE. B L-4' -9- 4 =. C F = /?r -f 3.4 = R.M- = 3,4 ^ ^ O/= ow ON£ r " ON LIME, p X'O * 235 /Sc?/e. OF L* 12' MPfl/iO ^ 23 XI.^ -r 2.3. S" - ^ 2-5542- X & X »- SEC, ^ 31 ^ = -471 V/= d* A/o P.7T S y L-/1 OF L |N>C J V?r 6-7 1* // \U\7,U- "71*1X f la*- 75/AtS . ^r.^ f -a,! ft- //- FLOOR DBSl&M r o/v /=) FLOOR SE.C. n =. + /8 = W , ,ftoct = 63Z- L-'J =: 7.631- , (p & ac. f.v. SH££T OF ROOF S6c.l =i 5 - Fo&c£ ar-i . X =• OF 5T&L/C- . I c. PX ( -2^ /O .) * /2/X ^/. C. fc A/. O.C. IL A. R. BARRY AND ASSOCIATES GEOTECHNICAL ENGINEERING P.O. Box 348 Encinitas, CA 92024 (619)753-9940 February 13, 1990 CONWAY & ASSOCIATES 135-A Liverpool Drive Cardiff, CA 92007 Attention: Mr. Tim Nagle Subject: PLAN REVIEW Proposed Single-Family Residence S.E. Corner of Cannon Road and Highway 101 Carlsbad, California Reference: PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Single-Family Residence S.E. Corner of Cannon Road and Highway 101 Carlsbad, California Prepared by A.R. Barry and Associates Dated November 28, 1989 Dear Mr. Nagle, As requested, we have reviewed the plans for the proposed single- family residence. The plans incorporate the recommendations presented in the above referenced report. All of the applicable recommendations presented in our pre- liminary geotechnical study should be implemented during the construction phase. Should any unforeseen geotechnical con- ditions be encountered during the grading phase, additional recommendations may be necessary at that time. If you have any questions, please do not hesitate to contact us at (619) 753-9940. This opportunity to be of service is appreciated. Respectfully submitted, A.R. BARRY AND ASSOCIATES Mark Burwell Geologist Cf A. R. Barry, P Principal Engineer A. R. BARRY AND ASSOCIATES GEOTECHNICAL ENGINEERING P.O. Box 348 Encinitas, CA 92024 (619)753-9940 November 28, 1989 CONWAY & ASSOCIATES 135-A Liverpool Drive Cardiff, CA 92007 Attention: Mr. Tim Nagle Subject: PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Single Family Residence S.E. Corner of Cannon Road and Highway 101 Carlsbad, California Dear Mr. Nagle, In response to your request, we have performed a preliminary geotechnical investigation at the subject site for the proposed single family dwelling. The findings of the investigation and recommendations for foundation design are presented in this report. From a geotechnical point of view, it is our opinion that the site is suitable for the proposed development provided the recommendations in this report are implemented during the design and construction phases. If you have any questions, please do not hesitate to contact us at 753-9940. This opportunity to be of service is appreciated. Respectfully submitted, A.R. BARRY AND ASSOCIATES Mark Burwell ff.R. Barry, P.E, Geologist Principal Engineer , /03C, PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Single Family Residence S.E. Corner of Cannon Road and Highway 101 Carlsbad, California Prepared for: CONWAY AND ASSOCIATES 135-A Liverpool Drive Cardiff, California November 28, 1989 W.O. P-1132 Prepared By: A.R. BARRY AND ASSOCIATES P.O. Box 348 Encinitas, California 92024 TABLE OP CONTENTS INTRODUCTION 2 SITE CONDITIONS 2 PROPOSED CONSTRUCTION 2 SITE INVESTIGATION 3 LABORATORY TESTING 3 GEOTECHNICAL CONDITIONS 4 CONCLUSIONS AND RECOMMENDATIONS 4 A. GRADING 4 B. FOUNDATIONS 5 C. RETAINING WALLS 6 D. DRIVEWAY 6 E. SLABS ON GRADE 6 F. DRAINAGE 7 G. INSPECTIONS AND DENSITY TESTING 7 H. PLAN REVIEW 7 LIMITATIONS 8 APPENDICES APPENDIX A EXPLORATORY LOGS PLOT PLAN PLATE A November 28, 1989 W.O. SP-1132 Page 2 INTRODUCTION This report presents the results of our preliminary geotechnical investigation. The purpose of this study is to evaluate the nature and characteristics of the earth materials underlying the property and their influence on the construction of the proposed single family residence. SITE CONDITIONS The subject property is located at the southeast corner of Cannon Road and Highway 101, in the city of Carlsbad. A 4.0-to-8.0- foot-high 1:1 road cut exists, along the north and west. The remainder of the site includes a relatively level pad which is bounded on the west and south by developed lots. Vegetation on the site includes natural shrubs and grasses. PROPOSED CONSTRUCTION Preliminary plans for the development of the site were prepared by Conway and Associates. The plans indicate that the proposed residence will be constructed over a subterranean garage, situated at the 54 foot elevation. Retaining walls ranging from 2.0 to 6.0 feet in height will be utilized in the northern and western yard areas. Access to the residence will be via a driveway which enters the property from Cannon Road. November 28, 1989 W.O. tP-1132 Page 3 SITE INVESTIGATION Three exploratory borings were excavated on the site with a portable auger drill rig, to a maximum depth of 9.0 feet. Earth materials encountered were visually classified and logged by our field engineer. Undisturbed, representative samples of earth materials were obtained at selected intervals. Samples were obtained by driving a thin walled steel sampler into the desired strata. The samples are retained in brass rings of 2.50 inches inside diameter and 1.00 inches in height. The central portion of the sample is retained in close fitting waterproof containers and transported to our laboratory for testing and analysis. LABORATORY TESTING Classification The field classification was verified through laboratory examination, in accordance with the Unified Soil Classification System. The final classification is shown on the enclosed Boring Logs. Moisture/Density The field moisture content and dry unit weight were determined for each of the undisturbed soil samples. The dry unit weight was determined in pounds per cubic foot. The field moisture content was determined as a percentage of the dry unit weight. Both are shown on the enclosed Boring Logs. This information is useful in providing a gross picture of the soil consistency November 28, 1989 W.O. iP-1132 Page 4 between exploratory excavations and any local variations. GEOTECHNICAL CONDITIONS Soil Approximately 3.0 feet of greyish brown silty sand blankets the undisturbed portions of the lot. The soil is typically dry and in a loose condition. Terrace Deposits Underlying the surficial deposits, terrace deposits consisting of silty and fine-grained sand are present. The upper 3.0 feet of the terrace deposits reflect a moderately weathered condition, which includes poor cementation and potential ravelling on exposed cut slopes. Below the weathered zone, the reddish brown sedimentary deposits become increasingly dense and competent. CONCLUSIONS AND RECOMMENDATIONS Grading Due to the weathered characteristics of the terrace deposits, the proposed cut slopes should be graded at a gradient of 2:1 or retained by a designed wall. The temporary cut slope for the construction of the proposed 8.0 foot garage wall should be trimmed to a gradient of 1:1. Some degree of dens if i cat ion of the surficial deposits may be necessary for footing outside the garage building line and should be evaluated dur ing the grading phase by a representative of this firm. November 28, 1989 W.O. fP-1132 Page 5 Foundations Footings for the proposed structures should be a minimum of 12 inches wide and founded a minimum of 12 or 18 inches into terrace deposits, for one- and two-story structures, respectively. A 12- inch-by-12-inch grade beam should be provided across the garage opening. Steel reinforcement should consist of two No. 4 bars placed in accordance with Plate A (Typical Footing and Slab Detail). Footings founded a minimum of 12 and 18 inches into terrace deposits may be designed for a bearing value of 2000 pounds per square foot. The bearing value indicated above is for the total of dead and frequently applied live loads. This value may be increased by 33 percent for short durations of loading, including the effects of wind and seismic forces. Resistance to lateral load may be provided by friction acting at the base of foundations and by passive earth pressure. A coefficient of friction of 0.35 may be used with dead-load forces, A passive earth pressure of 300 pounds per square foot, per foot of depth of terrace deposit penetrated to a maximum of 1500 pounds, may be used in the design. November 28, 1989 W.O. #P-1132 Page 6 Retaining Walls The proposed retaining walls should be designed in accordance with the following parameters: Equivalent Fluid Pressure (p.c.f.) Conditions Level 2:1 Slope 1-1/2:1 Active 35 45 55 At-Rest 56 90 Passive 300 To design an unrestrained wall, the active earth pressure should be used. For a restraining wall, the at-rest pressure should be used. Wall footings should be designed in accordance with the foundation design recommendations. All retaining walls should be provided with an adequate backdrain system. Dr iveway After removal of vegetation and debris in the proposed driveway, the exposed subgrade should be inspected by a representative of this firm, to determine if compaction is required. The proposed asphaltic concrete should be a minimum of 2.0 inches thick. If a concrete driveway is planned, it should be a minimum of 4.0 inches thick and reinforced with 6x6-10x10 welded wire fabric. Slabs On Grade Residential slabs on grade should be a minimum of 4.0 inches thick and reinforced with No. 3 bars, placed 24 inches on center in both directions. The slab should be underlain by a minimum 4- November 28, 1989 W.O. #P-1132 Page 7 inch sand blanket which incorporates a minimum 6-mil Visqueen or equivalent moisture barrier. Utility trenches underlying the slab may be backfilled with the on-site granular materials. However, sufficiently compacting the backfill deposits may damage or break shallow utility lines. Therefore, minor settlement of backfill in the trenches is anticipated. To reduce the possibility of cracks occurring, the slab should be provided with additional reinforcement to bridge over the trenches. Drainage Pad water should be directed away from foundations and around the residence to the driveway. Roof water should be collected and conducted to the driveway or suitable location, via non-erodible devices. Pad water should not be allowed to pond or flow onto slopes. Inspections and Density Testing Structural footing excavations should be inspected by a representative of this firm, prior to the placement of steel. All fill should be placed under the observation and testing of a representative of this firm. Plan Review A copy of the final building plans should be submitted to this November 28, 1989 W.O. #P-1132 Page 8 office for review, prior to the initiation of construction. Additional recommendations may be necessary at that time. LIMITATIONS This report is presented with the provision that it is the responsibility of the owner or the owner' s representative to bring the information and recommendations given herein to the attention of the project's architects and/or engineers so that they may be incorporated into plans. If conditions encountered during construction appear to differ from those described in this report, our office should be notified so that we may consider whether modifications are needed. No responsibility for construction compliance with design concepts, specifications or recommendations given in this report is assumed unless on-site review is performed during the course of construction. The subsurface conditions, excavation characteristics and geologic structure described herein are based on individual exploratory excavations made on the subject property. The subsurface conditions, excavation characteristics and geologic structure discussed should in no way be construed to reflect any variations which may occur among the exploratory excavations. Please note that fluctuations in the level of groundwater may November 28, 1989 W.O. #P-1132 Page 9 occur due to variations in rainfall, temperature and other factors not evident at the time measurements were made and reported herein. A.R. Barry and Associates assumes no responsibility for variations which may occur across the site. The conclusions and recommendations of this report apply as of the current date. In time, however, changes can occur on a property whether caused by acts of man or nature on this or adjoining properties. Additionally, changes in professional standards may be brought about by legislation or the expansion of knowledge. Consequently, the conclusions and recommendations of this report may be rendered wholly or partially invalid by events beyond our control. This report is therefore subject to review and should not be relied upon after the passage of three years. The professional judgments presented herein are founded partly on our assessment of the technical data gathered, partly on our understanding of the proposed construction and partly on our general experience in the geotechnical field. Our engineering work and the judgments given meet present professional standards. However, in no respect do we guarantee the outcome of the project. If you have any questions, please do not hesitate to contact our office at 753-9940. November 28, 1989 W.O. #P-1132 Page 10 The opportunity to be of service is greatly appreciated Respectfully submitted, A.R. BARRY AND ASSOCIATES Mark Burwell Geologist A.R. Barry, P.E. Principal Engineer EXPLORATORY BORING L©G A.R. E BARRY & ASSOCIATES CONWAY AND ASSOCIATES - J--: -'.. ''\ •'P.O. BOX 348 -MfiMIIA'^iAMxIlxtt '•.''-l^yilNI 1 MO, On Ji-U^-t PHOJECT NUMBER DATE BORING NUMBER .(6.19) / 55-08^ p-1132 11/28/89 B-1 DRiLLRia Portable Auger SURFACE ELEVATION: pad LOGGEDBY: M.B. DEPTH TO GROUNDWATER: n/a BORING OIAMETES: £, II DATE DRILLED: DEPTH (FEHT) - 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 9 - - 10 - - 11 - - 12 - - 13 - - 14 - - 15 — " DE3CSIPTION AND CLASSIFICATION DESCaiPTION AND REMARKS SOIL: Sand, silty, greyish brown, dry, loose /TERRACE DEPOSIT: Sand, silty and fine-grained, ' reddish brown, slightly moist, loose to / moderately dense From 6' Sand, silty and fine-grained, reddish brown, slightly moist, moderately dense to dense End of Boring-® 91 • No groundwater No caving - - 1 — — ! Th« actual transition may tm r*f- •"001OIHdVUO-FIELD MOISTURE(UDfWWUlUHl)2.1 3.5 t5 Q O. a:Q - 91. 101 - EXPLORATORY BORING L€)G A.R. E BARRY & ASSOCIATES P O BOX 3^-8 CONWAI AND ASSOCIATES iNUlINl 1 A£), UA yklU^^ PROJECT NUMBER DATE BORING 'NUMBER <ai 9) / 55-0852 p_1132 n /28/89 B_2 ORiLLRiG; portable Auger SURFACE ELEVATION: Pad LOGGEDBY: M.B. DEPTH TO GaOUNOWATErt n/a BORING DIAMETER: 6" DATE DRILLED: DEPTH (FEET) - 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - - 10 - - 11 - - 12 - 13 - 14 - 15 — - DESCaiPTlON AND CLASSIFICATION DESCRIPTION AND REMARKS SOIL: Sand, silty, greyish to tan brown, dry, loose TERRACE DEPOSIT: Sand, silty and fine-grained, reddish brown, slightly moist, loose to moderately dense and poorly cemented. Terrace becomes increasingly dense and competent with depth End of Boring @ 91 • Ho groundwater No caving . •• 1 _ _ ai«2M Hca: jtfaaitcsaon nn*s ..- ;* • -£r* n«nt 1 icof awmaw oou"cn/:«'s cn:»^»r -^7-1 •-•;•?! — —4 7h« actuw iranution may e* yK-x.QHAPHIOUOQ•FIELD MOISTURE(UDnYAinUHl)2.3 3.2 DRY DENSITY' pcf91.3 103 i EXPLORATORY BORING L©G A.R. BARRY & ASSOCIATES COWAY AND ASSOCIATES P.O. BOX 348 _rUN v_, UN n ^t_ VJM^U^H- PROJECT NUMBE3 DATE BQRINQ NUMBEH /G.19) 7ou"0852 • P-1-H2 J./28/89 B-3iDRILL RIG; Portable Auger SURFACE ELEVATION: Pad LOGGED BY: M. B . DEPTH TO GROUNDWATEH: n / a BORING DIAMETER: 6 " DATE DRILLED: DEPTH - 1 - - 2 - - 3 - - 4 - - 5 - - 6 - - 7 - - 8 - — 9 — - 10 - - 11 - - 12 - - 13 - - 14 - - 15 — DESCHIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SOIL: Sand, silty, greyish brown, ^dry, loose TERRACE DEPOSIT: Sand, silty and. fine-grained, reddish brown, slightly moist, loose, poorly cemented From 6' Terrace becomes increasingly dense competent End of Boring @ 9* No groundw&ter No caving . - • "1 - —4 Th* aetu*> uamtuon may n» -p^T.1"QRAPHtOtoo.FIELD MoiaruneittonvwiiKiHi)3.3 s Q CL <cQ - 109 • i 0) Job No.; /?-//j£ Site Location: A. R. BARRY AND ASSOCIATES GEOTECHNICAL ENGINEERING P.O. Box 348 Encinitas, CA 92024 (619)753-9940 SUMMARY REPORT Client: P&J -/&/ Pate Insp Summarize present job status, work completed since last report, problems and their solutions, etc. Summary Report from (date); 7- 2£>-<?O to (date) : r? 3V A MS* f/ Copies to A. R. BARRY AND ASSOCIATES QEOTECHNtCAL ENGINEERING P.O. Box 348 Encimtas, CA 92024 (619) 753-9940 May 31, 1990 CONWAY & ASSOCIATES 135-A Liverpool Drive Cardiff, CA 92007 Attention: Mr. Tim Nagle Subject: ADDENDUM REPORT FOR RETAINING WALL PARAMETERS -^ S*E. Corner of Cannon Road and Highway 101 Carlsbad, California Reference: ; PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Single Family Residence / S.E. Corner of Cannon Road and Highway 101 Carlsbad/ California By A» R. Barry and Associates Dated November 28, 1989 ; Dear Mr. Nagle, In response to your request, we have inspected the cut slopes and footing excavations for the proposed subterranean garage* The footing excavations are founded into dense sandstone* As per our conversation, the maximum height of the garage walls will be approximately 7.0 feet. In view of the competent sandstone unit exposed in the footing excavations and along the i base of the cut slojpe, the proposed walls may be desi i j at-rest pressure equivalent to fluid hav ing i pounds per cubic foot. Wall backfill above the suoarain grave. and filter fabric should be placed in 6,0 to 8.0 inch lifts, moistened as required and compacted to a minimum of 90 percent of the laboratory maximum dry density. Qjv-site material way be used for the backfill provided all vegetation and debris is removed - AbMHCj 02:80 MMQTJfi CW-C -° '- >^™>' *o T .H- prior to placement. The proposed sand blanket underlying the garage slab may be reduced to. 2.0 inches in lieu of 4.0 inches indicated in our preliminary geo technical report. A 6.0 mil visqueen or equivalent moisture barrier may be placed directly on the garage subgrade. The barrier should be covered by 2,0 inches of sand to prevent punctures and to aid in concrete curing. On-site sandy material may be used for the blanket provided it is free of debris and clumps. If you have any questions,, please do not hesitate to contact us at 753-9940. This opportunity to be of service is appreciated. Respectfully submitted, A.R. BARRY AND ASSOCIATES Mark Burwell Geologist &.R. Barry, P Principal Engineer S'd 06, E0 CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: Carlsbad Unified 801 Pine Avenue Carlsbad, CA 92009 (434-0610) Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) Project Applicant: Project Address:// RESIDENTIAL: SQ. FT. of living area _ SQ. FT. of covered area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas, CA 92024 (753-6491) APN: Number of dwelling units SQ. FT. of garage area Date FEE CERTIFICATION (To be completed by the School District) r Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986 (other school fees paid) Other Residential Fee Levied: $^C1 3X"7 la based on 3} Comm/Indust Fee Levied: $ _ based on sq. ft.@ $> ( . sq. ft.@ istrict Official Title Date AB 2926 and SB 201 fees are capped at $1.58 per square foot for residential. AB 2926 is capped at $.26 per square foot for commercial/industrial. City of Carlsbad Engineering Department September 19, 1990 Maureen E. Meehan P.O. Box 1632 Carlsbad, CA 92008 A receipt is enclosed for improvements required for development of parcel no. 210-033-08. The Future Improvement Agreement for same is also enclosed. A copy of the receipt and related documents have been placed in the building permit file for 101 Cannon Road. Thank you for your cooperation and please feel free to contact me if you have any questions. Sincerely, Frank Boensch Sr. Management Analyst 2O75 Las Palmas Drive Carlsbad, California 92OO9-4859 (619) 438-1161 ^'^'^•flW^VW^^^.^'MW*^^ "~ CITY OF CARLSBAD ^ 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 438-5621 , , REC'D FROM i/ S i , /o <) I C .f\DATE x nt ft. t - ACCOUNT NO. ^ll.*i*.&v-ofrM<Jd ^ n • (it 0- RECEIPT NO. 101296 DESCRIPTION CC/?/) ALM ^nn.zrJ-CA^JMlPblL nA.>r^,J R r, ft,M Swfluryl.fffS^, TOTAL AMOUNT i / i, j Jo\->o ^j. HJJ j. 3 B Qnn J- To: , Asst. Finance Director From: Senior Management Analyst FUNDS FOR CIP The attached check is for improvements required of developers of 101 Cannon Road. Please deposit $20,400 into an account for widening Cannon Road from Carlsbad Blvd. to ATSF Railroad and $13,000 into 311-8^0-1840-3365. These improvements could be made anytime from two to eight years from now. Y/«-*u--^v Frank Boensch Sr. Management Analyst RECEIVED SEP 1-9 1990 CITY OF CARLSBAD ENGINEERING DEPARTMENT CITY OF CARLSBAD REQUEST FOR TRANSFER/APPROPRIATION OF FUNDS REQUESTING DEPARTMENT J FOR FINANCE USE ONLY TRANSFER NO. FINANCE APPROVAL/DATE POSTED BY /DATE ACCOUNT NO. FUND JV/ ;?// 001 840 840 /*iojwr 840 840 840 840 840 840 840 840 840 840 840 D/D /Stf) 1990 OBJECT 336* 2999 ACCOUNT NAME CW ^//c/exJ - O*A/-J<U*fX%< CONTINGENCY TRANSFER OF APPROPRIATION $ TO /3<m> FROM /J SV-o ADJUSTED AMOUNT BALANCE //30oo EXPLANATtON: U ' COUNCIL DEPARTMENT HEAD CITY MANAGER RESOLUTION NO. RECEIVED AUG 2-91990 CITY OF CARLSBAD August 24' 199° ENGINEERING DEPARTMENT City of Carlsbad Engineering Department Attention: David Hauser 2075 Las Palmas Drive Carlsbad, CA 92009 (619) 438-1161 RE: RESIDENTIAL LOT - SE CORNER CANNON & 101 Please find the attached check for $33,400. This check is for the full improvements for all right of way area for the 101 Cannon lot. Upon receipt of this check, please mail the original agreement you are holding to me at the following address: Maureen E. Meehan P.O. Box 1632 Carlsbad, CA 92008 As I have previously expressed, though I realize the rules are being applied as they are written, I feel that my lot is being inequitably charged. As I result of this perceived inequitable situation, I am paying this fee under protest. In addition to giving up a portion of my property, I have paid a total of over $50,000 in fees for this single family residence. This has caused a considerable hardship on both my mother and myself. No reasonable person would agree with this situatj^jn and we intend to seek relief. Thank you for your assistance. Maureen E. Meehan cc file July 10, 1990 David Hauser Assistant City Engineer City of Carlsbad Engineering Department 2075 Las Palmas Drive Carlsbad California 92009 Dear Mr. Hauser: Pursuant to our telephone conversations and your letter of April 12,1990, enclosed please find the notarized agreement for the arrangement for public improvments for 101 Cannon residence. Payment of the $33,400 will be paid within the 30 days after the issuance of the building permit for the 101 Cannon residence. The $33,400 payment is the cash settlement for any and all improvements ever to be required for the public right of way. This payment will be made under protest, as I have been informed and believe that the payment of this amount will be required for the issuance of the buillding permit. Maureen E. Meehan AUG 2-9 1990 CITY OF CAHLSBAD August 24' 199° ENGINEERING DEPARTMENT City of Carlsbad Engineering Department Attention: David Hauser 2075 Las Palmas Drive Carlsbad, CA 92009 (619) 438-1161 RE: RESIDENTIAL LOT - SE CORNER CANNON & 101 Please find the attached check for $33,400. This check is for the full improvements for all right of way, area for the 101 Cannon lot. Upon receipt of this check, please mail the original agreement you are holding to me at the following address: Maureen E. Meehan P.O. Box 1632 Carlsbad, CA 92008 As I have previously expressed, though I realize the rules are being applied as they are written, I feel that my lot is being inequitably charged. As I result of this perceived inequitable situation, I am paying this fee under protest. In addition to giving up a portion of my property, I have paid a total of over $50,000 in fees for this single family residence. This has caused a considerable hardship on both my mother and myself. No reasonable person would agree with this situatj^n and we intend to seek relief. Thank you for your assistance. Maureen E. Meehan cc file July 10, 1990 David Hauser Assistant City Engineer City of Carlsbad Engineering Department 2075 Las Palmas Drive Carlsbad California 92009 Dear Mr. Hauser: Pursuant to our telephone conversations and your letter of April 12,1990, enclosed please find the notarized agreement for the arrangement for public improvments for 101 Cannon residence. Payment of the $33,400 will be paid within the 30 days after the issuance of the building permit for the 101 Cannon residence. The $33,400 payment is the cash settlement for any and all improvements ever to be required for the public right of way. This payment will be made under protest, as I have been informed and believe that the payment of this amount will be required for the issuance of the buillding permit. Maureen E. Meehan RECORDING REQUESTED BY AND ) WHEN RECORDED MAIL TO ) ) CITY OF CARLSBAD ) 1200 Elm Avenue ) Carlsbad, CA 92008 ) L Space above this line for Recorder's use. Documentary transfer tax: $ No Fee Signature of declarant determining tax-firm name CITY OF CARLSBAD Parcel No. 210-033-08 CONTRACT FOR FUTURE PUBLIC IMPROVEMENTS THIS AGREEMENT is made by the City of Carlsbad, a municipal corporation, hereinafter referred to as 'City1, and Maureen Meehan, hereinafter referred to as 'Property Owner.' REOTALS WHEREAS, Property Owner has applied to City for a Building Permit CB 891036 for the real property hereinafter described, now under Property Owner's ownership; and WHEREAS, it has been found that said property is not suitable for development in its present condition, however said property would be suitable for development if certain public improvements hereinafter described are constructed and certain irrevocable offers of dedication are made to City; and WHEREAS, the Municipal Code of City requires certain improvements and dedications as a condition of approval of this Building Permit CB 891036; and WHEREAS, Property Owner has requested said Building Permit be granted by City in advance of the time said improvements are to be made; and WHEREAS, Property Owner, in consideration of the approval of said Building Permit desires to enter into this agreement securing the construction of said improvements, and City has determined it to be in the public interest to agree to temporarily postpone said construction; NOW, THEREFORE, IT IS AGREED between the parties hereto as follows: Section 1. That City agrees to record any irrevocable offers of dedication made by Property Owner for Carlsbad Boulevard and Cannon Road. Section 2. That Property Owner, in lieu of making the hereinafter described improvements before approval of said Building Permit CB 891036 is granted, agrees to deposti with the City the sum of $33,400 within thirty (30) days after issuance of Building Permit CB 89-1036. The property owner further agrees that a certificate of occupancy shall not be issued by the City for said building permit CB 89-1036 until such time as the aforementioned sum of $33,400 is deposited with the City. Section 3. That for the faithful performance of the promises and covenants herein contained, Property Owner hereby grants to City a lien upon the hereinafter described property in the amount of $33,400 plus any future increases of cost in excess of this sum resulting from increased engineering and construction costs, and in the event Property Owner, Property Owner's successors, heirs, assigns, or transferees fail to deposit said monies in the manner and within the time specified herein, Property Owner agrees that City may do any or all of the following: (a) Have the necessary engineering for said improvements done, and install and construct said improvements by contract or otherwise. City or its contractor and contractor's employees may enter upon any portion or portions of the property reasonably necessary for said engineering and construction, and the entire cost and expense shall be charged against said property and payable by said Property Owner, Property Owner's successors, heirs, assigns or transferees immediately upon completion of said improvements. In the event same is not paid within thirty (30) days from completion, City may foreclose said lien as provided by law for the foreclosure of mortgages. (b) Direct the City Engineer to estimate the cost of necessary engineering, and the work required to install and construct said improvements, and foreclose said lien in said amount. (c) Pursue any remedy, legal or equitable (including those specifically referred to herein), for the foreclosure of a lien, and the Property Owner, Property Owner's successors, heirs, assigns and transferees, shall be liable for reasonable attorney's fees as a cost in said proceedings. Section 4. That it is agreed that anything herein contained to the contrary notwithstanding, the promises and covenants made herein shall not be binding upon the holders, mortgagees, or beneficiaries of any purchase money mortgage or purchase money deed of trust for value which has been or may in the future be executed by the Property Owner, Property Owner's successors, heirs, assigns or transferees, and the lien hereby created shall be and is hereby subordinated to and declared to be inferior and subsequent in lien to the lien of any such purchase money mortgage or purchase money deed of trust. The lien hereby created shall likewise be of no force or effect against any owner whose title to the property hereinafter described is acquired by or as a result of a foreclosure or trustees' sale of any such purchase money mortgage or purchase money deed of trust Section 5. That at any time during the period herein provided, the Property Owner, Property Owner's successors, heirs, assigns or transferees may deposit a cash bond or post a surety performance bond satisfactory to the City to charge said surety with the cost of said improvements; the amount of bond to be the estimated cost of engineering and improvements at the time of such deposit or posting as ascertained by the City Engineer, and that upon deposit of said cash or posting of said bond the City agrees to release the property, or any portion of it as to which said deposit or posting applies, from the provisions of this agreement, and to execute any necessary release to enable the record title of the property to be released from the lien herein imposed. Section 6. Said City shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the work or improvements specified in this agreement prior to the completion and acceptance of the same, nor shall said City, nor any officer or employee thereof, be liable for any persons or property injured by reason of said work or improvements, but all of said liabilities shall be assumed by said Property Owner and Property Owner's successors, heirs, assigns or transferees, and they shall save the City harmless from, and indemnify the City against, any and all claims, suits and liabilities of or to any person or property injured or claiming to be injured as a result of said work or improvements. Said Property Owner, and Property Owner's successors, heirs, assigns or transferees, further agrees to protect said City and the officers and employees thereof from all liability or claim because of, or arising out of, the use of any patent or patented article in the construction of said improvement. Section 7. It is further agreed that said Property Owner will at all times up to the completion and acceptance of said work and improvements by the City, give good and adequate warning to the traveling public of any dangerous or defective conditions of public property. The Property Owner hereby agrees to pay for such inspection of improvements as may be required by the City Engineer of City. Section 8. This agreement and the covenants contained herein shall be binding upon and inure to the benefit of the successors, heirs, assigns and transferees of Property Owner, shall run with said real property, and create an equitable servitude upon said real property. Section 9. A description of the property referred to herein and upon which said lien is imposed is described as follows: Lot 58 of Terramar Unit No. 1 in the City of carlsbad, County of San Diego, State of California, according to map thereof No. 2696, filed in the office of the County Recorder of San Diego County September 6, 1950 Section 10. The required improvements to be constructed and the estimated costs thereof are as follows: IMPROVEMENTS ESTIMATED COSTS Sawcut & remove existing AC Berm 186.0LF @4.90 $ 911.40 Paving, Preparation of Subgrade 4724.0SF @.35 $ 1,653.40 Paving, Cement Treated Base 6' 4724.0SF @.80 $ 3,779.20 Paving, AC 4' Surface 4724.0SF @1.50 $ 7,086.00 Curb & Gutter, & type G per SDRSD G-2 196.0LF @14.00 $ 2,604.00 Sidewalk per SDRSD G-7 825.00SF @2.80 $ 2,310.00 Pedestrian Ramp per SDRSD SDG-101 1EA @600.00 $ 600.00 16* Drive Entrance Per SDRSD G-14 160.0SF@2.80 $ 448.00 Type B Median Curb 107LF ©12,00 $ 2,040.00 Textured Median Concrete 280SF @4.00 $ 1,284.00 18' RCP 35LF ©70.00 $ 2,450.00 Type 'A' Inlet 1EA ©3000.00 $ 3.000.00 $28,166.00 20% Engineering, Contingencies Construction Staking, Inspection, Administration $ 5,834.00 TOTAL $34,000.00 Less Credit for Traffic Impact Fee $ 600.00 $33,400.00 *T" IN WTTNESS WHEREOF, we have hereunto set our hands and seals this & day of— * PROPERTY OWNER CfTY OF CARLSBAD, a Municipal Corporation of the State of California By: MARTIN ORENYAK Community Development Director APPROVED AS TO FORM: Vincent F. Biondo, Jr. City Attorney STATE OF CALIFORNIA ) ) ss. COUNTY OF SAN DIEGO ) On the day of , 19__, before me the undersigned, a Notary Public in and for said State, personalty appeared MARTIN ORENYAK, known to me to be the Director of Community Development of the City of Carlsbad, California, a Municipal Corporation of the State of California, known to me to be the person who executed the within instrument on behalf of said Municipal Corporation, and acknowledged to me that such City of Carlsbad, California, executed the same. WITNESS my hand and official seal. Notary Public APPROVED AS TO FORM: Vincent F. Biondo, Jr. City Attorney (NOTARIAL ACKNOWLEDGEMENT OF EXECUTION OF OWNERS MUST BE ATTACHED.) On the /& day of y>^-- , 19 %>, before me the undersigned, Notary Public in and £6r sfaid State, personally appeared MAUREEN E. MEEHAN, known to me. ^ Notary Uy ConimiiSion expires &pL 1 i, City of Carlsbad Engineering Department August 30, 1989 Mr. Tim Nagle Conway and Associates 135 Liverpool Drive, Suite A Cardiff-by-the-Sea, CA 92007 IMPROVEMENT COST ESTIMATE - MEEHAN RESIDENCE CB 89-1036 We reviewed your letter of August 10, 1989 regarding the cash participation of your client for the required improvements at Carlsbad Blvd. and Cannon Road. In discussion with the City Engineer we have decided not to include provision for the signal modification and undergrounding of the adjacent overhead utilities. We did note the absence of an estimate for drainage facilities and one half of the required median improvements. With the addition of these items into the cost estimate the base cost of the improvements, less the cost of the grading which is to be accomplished by your client prior to building permit issuance, is $28,166. The City normally requires a 20% add-on to cover the cost of design engineering, contingencies, soils investigation, construction staking, inspection, and administration. The total proposed cost to your client is therefore $34,000. The City does not provide deductions for the value of any proposed dedications. Our ordinances require that builders both dedicate and improve their frontage without cost to the City. This is a longstanding requirement within the City to reduce the overall public improvement cost to the taxpayers. For your client to proceed with his permits he must make the required dedications and pay the $34,000 for the improvements. As an alternative to the cash payment your client may install the improvements at this time; however, under this scenario they will incur significantly more design expenses and be required to relocate powerlines and modify the existing traffic signal. The cost of these additional items will easily push the required improvement cost over $75,000. We await your decision on this matter. If you have further questions or comments on this issue please feel free to write to give me a call at 438-1161. Respectfully, ^ -DAV.D A. MAUSER Assistant City Engineer D AH : pm cc: City Engineer S Scott Evans 2O75 Las Palmas Drive • Carlsbad, California 92OO9-4859 • (619) 438-1161 CONWAY & ASSOCIATES, Inc. Civil Engineers / Surveyors / General/Engineering Contractors 135 Liverpool Dr., Suite A Cardiff-by-the-Sea, CA 92007 Telephone: (619) 753-1453 CITY OF CARLSBAD Engineers Estimate for Bonding Purposes 8/8/89 Project : MEEHAN RESIDENCE - 101 & CANNON ROAD NOTES : FOR BONDING PURPOSES ONLY ! DO NOT USE TO SET A VALUE ON THE PROPERTY DO NOT USE FOR CONTRACT FOR WORK PURPOSES SDRSD = San Diego County Regional Standard Drawings Unit Costs: "Unit Prices for Checking Subdivisions & Permits - Effective Date 3/1/85" issued by County of San Diego Specific site assumptions: Sawcut existing AC on Cannon 11' from existing CL Sawcut existing AC on 101 28' from existing CL Road section for this breakdown to be 41' AC from CL + curb, gutter & sidewalk Work to be Done Quantity:Unit: Unit Cost;Total; Sawcut & remove existing AC berm Paving, Preparation of Subgrade Paving, Cement Treated Base 6 " Paving , AC 4 " Surface Curb & Gutter, 6" type G per SDRSD G-2 Sidewalk per SDRSD G-7 Pedestrian Ramp per SDRSD SDG-101 16* Drive Enterance Per SDRSD G-14 186.0 4724.0 4724.0 4724.0 186.0 825.0 1.0 160.0 LF SF SF SF LF SF EA SF 7 £.0 4.90 .35 .80 1.50 14.00 2.80 600.00 2.80 /,>3J=U-UJJ 911.40 1,653.40 3,779.20 7,086.00 2,604.00 2,310.00 600.00 448.00 ja-r Lf 2.8Q fF- /$" A Zo-t-0 3-.&Q 70,60 •3 ooo.t>Q '66 COO CONWAY & ASSOCIATES, Inc. Civil Engineers / Surveyors / General/Engineering Contractors 135 Liverpool Dr., Suite A Cardiff-by-the-Sea, CA 92007 Telephone: (619) 753-1453 City of Carlsbad August 10, 1989 Engineering Department Job Number 88037 Attention: David Hauser 2075 Las Palinas Dr Carlsbad, CA 92009 (619) 438-1161 RE: RESIDENTIAL LOT - SE CORNER CANNON & 101 Pursuant to our meeting of 8/4/89 and your request, the following is the owner's proposal for a cash settlement on the street improvement and ROW dedication issues. Note that this situation has been reviewed extensively with the owner and reflects her personal wishes in several areas: General Comments / Basis of Offer o Engineer's cost estimate for 41 foot 1/2 width AC frontage. Copy attached for your review - assumptions noted. Total cost usinq this scenario is $27,342.00 o Area of City requested dedication: See the attached closure calculations on the existing and proposed lot areas. The area requested to be dedicated is 738 SF. The lot sold in July 89 for $175,000.00. Based on the existing lot size, this = $22.98 SF. The owner feels that the minimum value of this area is therefore 738 X $22.98 or $16,959.24. o Relocation of Power poles: At the owner's request, our firm had several conversations with SDGE (Michelle) and the City (Al Gragillio?) concerning this situation prior to close of escrow. It is clear that the undergrounding of the poles is a top City priority and is imminent. Based on this fact, the owner feels that it is unreasonable to include this item in any cost estimates for her lot. o Relocation of Street Signal Lights : Note that these were just set (May +- 89). The owner feels that these are not specific to her site and therefore she should not be required to pay for them. The owner is not opposed to paying a pro-rata fee based on the total service area and/or traffic fund, if one exists. o Ms. Meehan would like the City to take into account that she is not a land developer and this is not a speculative house. This will be her personal residence. i-rt >» ,-^a tw> a % ? F" s; '.' .-..-1 <•- if3 *i •i- J |. £ "'•«"U ~_J 'x^7 iUa iid U L.J ;~ Page 1 of 2 A'JG 11 ii-,13 CITY OF CAfl-LSSA DE^r' O"3 o^r-^ c-"-'.,' -VJ<» i-»_O, • I I\<^\J, O-^AV. i Owner's proposal; o Owner will perform grading to the sideline of ROW. This is noted as $7,950.00 in the cost estimate. The owner realizes that the gradinq, along with the 30" retaining walls on the property line, would be required in order to install the site plan as it exists. However, the owner notes that neither the qradinq nor the retaininq wall would be required if the City were not taking such a large roadway dedication. Therefore, she feels that some consideration is warranted here. o Owner requests a credit from the City of $16,959.24 for the land they are taking. o Therefore, M. Meehan offers the City: (1) Grading of the Right of Way to the elevations as shown on the attached site plan. (2) Dedication of the area shown on the attached site plan. (3) Cash in the amount of $27,342.00 less $7,950.00 (grading) less $16,959.24 (land) = $2,432.76. Summary: Total consideration to City =_ $27,342.00 Thanks. Please call with any comments and/or questions. Tim Nagle President Conway & Assoc Inc. cc Maureen Meehan, owner file Page 2 of 2 CONWAY & ASSOCIATES, Inc. Civil Engineers / Surveyors / Genera!/Engineering Contractors 135 Liverpool Dr., Suite A Cardiff-by-the-Sea, CA 92007 Telephone: (619) 753-1453 CITY OF CARLSBAD Engineers Estimate for Bonding Purposes 8/8/89 Project : MEEHAN RESIDENCE - 101 & CANNON ROAD NOTES : FOR BONDING PURPOSES ONLY ! DO NOT USE TO SET A VALUE ON THE PROPERTY DO NOT USE FOR CONTRACT FOR WORK PURPOSES SDRSD = San Diego County Regional Standard Drawings Unit Costs: "Unit Prices for Checking Subdivisions & Permits - Effective Date 3/1 /85" issued by County of San Diego Specific site assumptions: Sawcut existing AC on Cannon 11' from existing CL Sawcut existing AC on 101 28' from existing CL Road section for this breakdown to be 41' AC from CL + curb, gutter & sidewalk Work to be Done Quantity:Unit: Unit Cost: Total: Grading for ROW - All Cut : All Export Sawcut & remove existing AC berm Paving, Preparation of Subgrade Paving, Cement Treated Base 6 " Paving , AC 4 " Surface Curb & Gutter, 6" type G per SDRSD G-2 Sidewalk per SDRSD G-7 Pedestrian Ramp per SDRSD SDG-101 16' Drive Enterance Per SDRSD G-14 1060.0 186.0 4724.0 4724.0 4724.0 186.0 825.0 1.0 160.0 CY LF SF SF SF LF SF EA SF 7.50 4.90 .35 .80 1.50 14.00 2.80 600.00 2.80 7,950.00 911.40 1,653.40 3,779.20 7,086.00 2,604.00 2,310.00 600.00 448.00 Project Total $27,342.00 UltoO>Iui o ~J -* VO CO NJ2 2 2 W Wto m ui ui u>u> ^o o vo oI I I t IO NJ Ul tO UlUl -i COI I IUl —» ib.o o cn33 w s: s: w N>00I I-1 UlQ O Ulto2en vowLn UloIooo Ul Ul J^IOCTicnCT\toto toO O CO O *»o o co o cnO O O O ^Jo o cn co ui UlU)•VDooo Ui Ul NJo o cno oO Ul000o o oS COO Ulo too oCO O NJ ooo o £>>to Ul it-to -j 00 CO VO ui(ji OO CO uito CO -J WKJ \O O(^ Ul O Ul U) O to oo NJ Ul Ul Ulto o -* VO^OVO O VO CO VO 00— * \OCO <^ -» to toU> -» -JU» Ul -* VOUlIO u>oOO COto Ul -Jen CoIo •sjI*«. Ul O O O O O. -i _i _» _» [sj-» -* ui o ro -*to co o i&. ui *»^J * . . * *cn ui o to cn w—» CO -J KJ 4^vo co co cn oui u> cn cn ui vo• U)_l to CO o ui to to uicn to Oen -J U» U) CT* N) U) J^ U) O *>OJ VO Ul ttk OO O CT( »U Ul o o Ul toUlCOen o o o o oo o o o oo o o o o Ul COen o o o o oo o o o oo o o o o CONWAY & ASSOCIATES, Inc. Civil Engineers / Surveyors / General/Engineering Contractors 135 Liverpool Dr., Suite A Cardiff-by-the-Sea, CA 92007 Telephone: (619) 753-1453 City of Carlsbad Engineering Department Attention: David Hauser 2075 Las Palmas Dr Carlsbad, CA 92009 (619) 438-1161 August 4, 1989 Job Number 88037 RE:RESIDENTIAL LOT - SE CORNER CANNON & 101 This is to document our meeting of this A.M. for the owner. Also present at our meeting was Scott Evans of City Staff. o Cannon Road Per drawings reviewed at said meeting (City Dwg # 157-1, Proj 68- 15 Sheet 2 of 5) & City street section layout : The existing ROW is 79' (39.5' 1/2 width). There was a 9.5' shift Northerly in the Centerline of Cannon Road at some time since the subject property was created (Map 2696). The result of this Northerly centerline shift and the 79' ROW width is to move the Property Line as shown on the attached drawing. New City requirements on Cannon Road will be a 6' IOD as shown. This will result in a 45.9' 1/2 width ROW on Cannon Rd. o Highway 101 Per City street layout drawings reviewed, the new City requirement on the subject lot will be a 71 IOD. This is a reduction of 2' (91 previously discussed). o The required corner rounding PL radius will be 30'. o We are to revise the site plan drawings to reflect the above items. o The City will require the owner to dedicate the property (or IOD) prior to issuance of a building permit. o The City is aware of the unusual nature of this lot vis-a-vis single family residence improvement costs and would like to pursue a cash settlement for road improvements in lieu of a deferred improvements agreement and/or possible appeal process. o We are to prepare a cost estimate for a generic road section which would include a 41' 1/2 width standard road section plus curb, gutter & sidewalk for our entire frontage. This cost estimate will exclude additional items required for this intersection in particular , eg medians, turn pockets. The cost estimate is to include relocating the power poles, relocating the street signal, grading the ROW to the new PL. This cost estimate is to be the basis for negotiating a reasonable cash settlement for future improvements. Thanks. Please call with any comments and/or questions. Tim Nagle President Conway & Assoc Inc. cc Maureen Meehan, owner Scott Evans file RECEIVED AUG 71389 CITY OF CARISBAO XQ'd 1W101 UNIT NO. T.ERRAMAR NO.26% //„ M3&JON&A CONWAY & ASSOCIATES, Inc. Civil Engineers / Surveyors / Genera!/Engineering Contractors 135 Liverpool Dr., Suite A Cardiff-by-the-Sea, CA 92007 Telephone: (619) 753-1453 City of Carlsbad . July 14, 1989 Building Department Attention: Carter Darnell 2075 Las Palmas Dr Carlsbad, CA 92009 (619) 438-1161 RE: NEW SUBMTTTAL - S E CORNER CANNON & 101 Carter, Per our telecon of 7/12/89, please find attached 2 sets of plans and previous correspondence on this project (3 letters). The express purpose of this sutmittal is to address the issues as noted in the correspondence attached, specifically public improvements that may be required as a condition of building permit. My latest contact with the City was with David Kauser - reference David's letter of 3/16/89. David indicates that we must submit plans before we may appeal public improvements conditions to the City. As the financial feasibility of this project is directly connected to the level of improvements the City may require, I have requested that we be allowed to submit "preliminary plans" only. These are attached (8 sheets). These plans should be adequate for the City to make any determinations concerning public improvements and for the owner to appeal same (if necessary). If these issues are resolved, we will submit full working drawings, structural calculations, Title 24 and a soils report for a complete plan check. Thanks. Please call with any comments and/or questions. Tim Nagle President Conway & Assoc Inc. cc Dave Kouser, City Staff Jim Murray, City Staff Maureen Meehan, owner file City of Carlsbad Engineering Department March 16, 1989 Tim Nagle President Conway and Associates, Inc. 135 Liverpool Drive, Suite A Cardiff-by-the-Sea, CA 92007 IMPROVEMENT AND DEDICATION REQUIREMENTS FOR FUTURE SINGLE FAMILY RESIDENCE AT SOUTHEAST CORNER OF CANNON ROAD AND CARLSBAD BOULEVARD In response to your letter to the City Manager, our department has been asked to investigate and respond to your concerns regarding the development of a single family residence on the southeast corner of Carlsbad Boulevard and Cannon Road. From what we can determine the lot has a current area of approximately 7,600 square feet. It is presently vacant and has unimproved frontages along both Carlsbad Boulevard and Cannon Road. Completion of the improvements would require additional dedication, relocation or undergrounding of utility poles, modification of traffic signals (presently under construction), grading, installation of storm drains and half street improvement for two arterial streets including medians. This department is not prepared to estimate the cost of these improvements at this time, however, the estimate of between 75 and 100 thousand dollars you submitted would not be unrealistic. Our reluctance to estimate the cost is caused -by the lack of detailed improvement plans or an approved alignment for either Carlsbad Boulevard or Cannon Road at this location. •Present estimates based upon conceptual plans indicate a dedication requirement of approximately 18 feet along Cannon Road and 9 feet along Carlsbad Boulevard with either a 20 or 30 foot property line radius at the corner. Assuming these dedication requirements are accurate, the remaining parcel would have an area of approximately 5,800 square feet. The Planning Department has determined that City Code would still allow the construction of a single family residence on the lot. It is likely, however, that a set back variance would be required to complete construction of your residence. 2O75 Las Palrnas Drive Carlsbad, California 92OO9-4859 (619) 438-1161 PAGE: 2 With regards to your request for City participation in the installation of the improvements, we are not prepared to make a recommendation on the matter at this time. City Code Section 18.40 requires dedication and improvement of all street frontages by the owner as a condition of building permit issuance. On the other hand the City has included the construction of these same improvements within its buildout Capital Improvement Program. The improvements are to be paid from Traffic Impact Fees and are scheduled for construction sometime between 1993 and 1998. Should a building permit be requested prior to construction of the improvements by the City, the owner/permittee would be responsible for complete dedication and construction of the adjacent improvements to City standards in conforraar.ee with Section 18.40 of the Municipal Code. However, if a building permit is not issued before the City decides to proceed with construction, then rights-of-way would need to be purchased and construction of the improvements completed at City expense. There is a provision within Code Section 18.40 which provides for deferral of improvements at the discretion of the City Manager. The deferral, however would not change the ultimate financial obligation of the permittee/owner. Since an application has not yet been submitted to the City, there is no option at this time to appeal the dedication or improvement requirement to City Council. However, once a building permit application is submitted and the City makes its dedication and improvement requirements known, the permittee has the right under code to appeal the requirement or to request relief from City Council. We understand your desire to obtain definite answers to your questions and to find some "middle ground" to resolve the all or nothing construction situation. However, due to the lack of detailed information regarding alignments and design of Carlsbad Boulevard and Cannon Road at this location we are unable to provide clear answers at this time. We are seeking to gain funding for a program to resolve this and other arterial alignment issues. Until better information is available or an application is submitted, we are not in a position to negotiate to find the "middle ground" you desire. I hope this letter clarifies our position and/or provides you with the information you require to make a decision on the purchase of this property. If you have further questions on this matter, please feel free to give me a call at 438-1161. Respectfully, DAVID A. HAUSER Assistant City Engineer DAH:rp cc: City Engineer City Manager CONWAY & ASSOCIATES, Inc. dull Engineers / Surveyors / General /Engineering Contractors 135 Liverpool Dr., Suite A Cardiff-by-lhe-Sea. CA 92007 Telephone: (619) 753-1453 City of Carlsbad February 27, 1989 Attention: City Manager • Job Number 88037 2075 Las Palmas Drive Carlsbad, CA 92008 (619) 438-1161 RE: SE Corner Canon/101 Residential lot Please note the attached site drawing. I submitted this drawing to the City on 11/7/88 and have had several conversations with Jim Murray concerning same as well as a written response - attached. The property is in Escrow and I must close escrow on or before April 20, 1989. The reason I am writing to you is that this is an unusual residential lot. It appears that there are massive and disproportionate improvements required which would preclude anyone from building on the lot. I estimate them to be in the $75-$100,000 range. It further appears that if no one develops the lot, the City will have to install all the improvements. There should be some middle ground here that would alleviate this all-or- nothing situation. I would like to build now and am certainly willing to pay some reasonable amount if I can proceed within the next year or so. Please let me know if there is anything we can do here. Tim Nagle President Conway & Assoc Inc. cc Barbara Borden Jim Murray file CONWAY & ASSOCIATES, Inc. Civil Engineers / Surveyors / General/Engineering Contractors 135 Liverpool Dr., Suite A Cardiff-by-the-Sea, CA 92007 Telephone: (619) 753-1453 City of Carlsbad November 7, 1988 Attention: Jim Murray Job Number 88037 2075 Las Palmas Drive Carlsbad, CA 92008 (619) 438-1161 RE: SE Corner Canon/101 Residential Lot Please note the attached site drawing. I have indicated on this drawing our proposed structure location and setbacks. Per our meeting this afternoon at the counter (City offices), I have the following questions that must be answered before we can begin working drawings or submit to the- Coastal Commission. Specific questions : (1) The current lot is 7611 square feet. If a dedication is required, the lot will likely be less than the 75QO square foot minimum noted in the zoning ordinance. Is this OK ? (2) Same question a s^l regard triglot coverage (3) What dedications, if any, will be required ? (4) Can the corner rounding (501 R existing) be reduced to a 20' or 30' radius ? £#4- 30-iff. A*^**- 0 u (5) What will be the compensation for the potential ROW dedication ? Would any physical improvements be require this lot ? ^***rt***^~X^>*>f<»^tyg-gZ+t?^^ Note : I show a 5' s Toe5ter3 setback (tire mi n i mum ) and a 70' rear yard setback This will be dependent on the potential ROW dedication required by the City. Please do a general view of other potential zoning/planning/engineering issues Please call with any comments andtor questions. Thanks. fi»Q Tim President Conway & Assoc Inc, cc file City of Carlsbad Engineering Department March 16, 1989 Tim Nagle President Conway and Associates, Inc. 135 Liverpool Drive, Suite A Cardiff-by-the-Sea, CA 92007 IMPROVEMENT AND DEDICATION REQUIREMENTS FOR FUTURE SINGLE FAMILY RESIDENCE AT SOUTHEAST CORNER OF CANNON ROAD AND CARLSBAD BOULEVARD In response to your letter to the City Manager, our department has been asked to investigate and respond to your concerns regarding the development of a single family residence on the southeast corner of Carlsbad Boulevard and Cannon Road. From what we can determine the lot has a current area of approximately 7,600 square feet. It is presently vacant and has unimproved frontages along both Carlsbad Boulevard and Cannon Road. Completion of the improvements would require additional dedication, relocation or undergrounding of utility poles, modification of traffic signals (presently under construction), grading, installation of storm drains and half street improvement for two arterial streets including medians. This department is not prepared to estimate the cost of these improvements at this time, however, the estimate of between 75 and 100 thousand dollars you submitted would not be unrealistic. Our reluctance to estimate the cost is caused by the lack of detailed improvement plans or an approved alignment for either Carlsbad Boulevard or Cannon Road at this location. Present estimates based upon conceptual plans indicate a dedication requirement of approximately 18 feet along Cannon Road and 9 feet along Carlsbad Boulevard with either a 20 or 30 foot properly line radius at the corner. Assuming these dedication requirements are accurate, the remaining parcel would have an area of approximately 5,800 square feet. The Planning Department has determined that City Code would still allow the construction of a single family residence on the lot. It is likely, however, that a set back variance would be required to complete construction of your residence. 2O75 Las Palmas Drive • Carlsbad, California 92OO9-4859 • (619) 438-1161 PAGE: 2 With regards to your request for City participation in the installation of the improvements, we are not prepared to make a recommendation on the matter at this time. City Code Section 18.40 requires dedication and improvement of all street frontages by the owner as a condition of building permit issuance. On the other hand the City has included the construction of these same improvements within its buildout Capital Improvement Program. The improvements are to be paid from Traffic Impact Fees and are scheduled for construction sometime between 1993 and 1998. Should a building permit be requested prior to construction of the improvements by the City, the owner/permittee would be responsible for complete dedication and construction of the adjacent improvements to City standards in conformance with Section 18.40 of the Municipal Code. However, if a building permit is not issued before the City decides to proceed with construction, then rights-of-way would need to be purchased and construction of the improvements completed at City expense. There is a provision within Code Section 18.40 which provides for deferral of improvements at the discretion of the City Manager. The deferral, however would not change the ultimate financial obligation of the permittee/owner. Since an application has not yet been submitted to the City, there is no option at this time to appeal the dedication or improvement requirement to City Council. However, once a building permit application is submitted and the City makes its dedication and improvement requirements known, the permittee has the right under code to appeal the requirement or to request relief from City Council. We understand your desire to obtain definite answers to your questions and to find some "middle ground" to resolve the all or nothing construction situation. However, due to the lack of detailed information regarding alignments and design of Carlsbad Boulevard and Cannon Road at this location we are unable to provide clear answers at this time. We are seeking to gain funding for a program to resolve this and other arterial alignment issues. Until better information is available or an application is submitted, we are not in a position to negotiate to find the "middle ground" you desire. I hope this letter clarifies our position and/or provides you with the information you require to make a decision on the purchase of this property. If you have further questions on this matter, please feel free to give me a call at 438-1161. Respectfully, DAVID A. HAUSER Assistant City Engineer DAH:rp cc: City Engineer City Manager From the Office of THE CITY MANAGER Date To [^ i_ iA.*_Jjily_»^» I I Note and Return LJ Please Handle for Me I I Give Recommendation I I Investigate and Report I I Please See Me I For Your Approval I _ I For Your Information I _ 1 Respond Directly/Send Me Copy Prepare Reply for City lanager's Signature I _ I Prepare Reply thru City Manager for Submission to Council LJ Complete By CONWAY & ASSOCIATES, Inc. Civil Engineers / Surueyors / General/Engineering Contractors City of Carlsbad Attention: City Manager 2075 Las Palmas Drive Carlsbad, CA 92008 (619) 438-1161 135 Liverpool Dr., Suite A Cardiff-by-the-Sea, CA 92007 Telephone: (619) 753-1453 r*\<* CITY MANAGERCITY OF CARLSBAD February 27, 1989 Job Number 88037 RE:5E Corner Canon/101 Residential Lot Please note the attached site drawing. I submitted this drawing to the City on 11/7/88 and have had several conversations with Jim Murray concerning same as well as a written response - attached. The property is in Escrow and I must close escrow on or before April 20, 1989. The reason I am writing to you is that this is an unusual residential lot. It appears that there are massive and disproportionate improvements required which would preclude anyone from building on the lot. I estimate them to be in the $75-$100,000 range. It further appears that if no one develops the lot, the City will have to install all the improvements. There should be some middle ground here that would alleviate this all-or- nothing situation. I would like to build now and am certainly willing to pay some reasonable amount if I can proceed within the next year or so. Please let me know if there is anything we can do here. Tim Nagle President Conway & Assoc Inc, cc Barbara Borden Jim Murray file CONWAY & ASSOCIATES, Inc. Ciuil Engineers / Surveyors / General/Engineering Contractors 135 Liverpool Dr., Suite A Cardiff-by-the-Sea, CA 92007 Telephone: (619) 753-1453 City of Carlsbad Attention: Jim Murray 2075 Las Palmas Drive Carlsbad. CA 92008 (619) 438-1161 November 7, 1938 Job Number 88037 RE:SE Corner Canon/101 Residential Lot Please note the attached site drawing. I have indicated on this drawing our proposed structure location and setbacks. Per our meeting this afternoon at the counter (City offices), I have the following questions that must be answered before we can begin working drawings or submit to the Coastal Commission. Specific questions : (1) The current lot is 7611 square feet. If a dedication is required, the lot will likely be less than the 7500 square foot minimum noted in the zoning ordinance. Is this OK ? (2) Same question aS-J^1 regardviq lot coverage . 4o (3) What dedications, if any, will be required ?' J (4) (5) , Can the corner rounding (50 R existing) be reduced to a 20' or 30* radius ? tW- 0 What will be the compensation for the potential ROW dedication ? Would any physical improvements be require this lot ? ^-'*-ra" ^^C^^'*-nr^a"c&La*-±' • .i- ••, - .Note : I show a 5 sioe^ird setback (tire minimum) and a 10 rear yard setback This will be dependent on the potential ROW dedication required by the City. Please do a general view of other potential zoning/planning/enqineering *-&*-c*^: f^AJT ~ 2o f: ^iPEV/*RDilr *• toy*4^^*siM£&t.ssues REAR » a,K $wevm<0 fier e*cK» Please call with any comments andior questions. Thanks Tim Naqle President Conway & Assoc Inc. cc file CONWAY & ASSOCIATES, Inc. Civil Engineers / Surveyors / General/Engineering Contractors 135 Liverpool Dr., Suite A Cardiff-by-1he-Sea, CA 92007 Telephone: (619) 753-1453 City of Carlsbad February 27, 1989 Attention: City Manager Job Number 88037 2075 Las Palmas Drive Carlsbad, CA 92008 (619) 438-1161 RE: SE Corner Canon/101 Residential Lot Please note the attached site drawing. I submitted this drawing to the City on 11/7/88 and have had several conversations with Jim Murray concerning same as well as a written response - attached. The property is in Escrow and I must close escrow on or before April 20, 1989. The reason I am writing to you is that this is an unusual residential lot. Tt appears that there are massive and disproportionate improvements required which would preclude anyone from building on the lot. I estimate them to be in the $75-$100,000 range. It further appears that if no one develops the lot, the City will have to install all the improvements. There should be some middle ground here that would alleviate this all-or- nothing situation. I would like to build now and am certainly willing to pay some reasonable amount if I can proceed within the next year or so. Please let me know if there is anything we can do here. Tim Nagle President Conway & Assoc Inc, cc Barbara Borden Jim Murray file CONWAY & ASSOCIATES, Inc. Civil Engineers / Surveyors / General/Engineering Contractors 135 Liverpool Dr., Suite A Cardiff-by-the-Sea, CA 92007 Telephone: (619) 753-1453 City of Carlsbad Attention: Jim Murray 2075 Las Palmas Drive Carlsbad, CA 92008 (619) 438-1161 November 7, 1988 Job Number 88037 RE:SE Corner Canon/101 Residential Lot Please note the attached site drawing. I have indicated on this drawing our proposed structure location and setbacks. Per our meeting this afternoon at the counter (City offices), I have the following questions that must be answered before we can begin working drawings or submit to the Coastal Commission. Specific questions : (1) The current lot is 7611 square feet. If a dedication is required, the lot will likely be less than the 7500 square foot minimum noted in the zoninq ordinance. Is this OK ? (2) Same question as^M Jj£92™J]ing1ot coverage. Ao % (3) What dedications, if any, will be required ?^vwyM0^^x-lt/wlfl^ tS~/ ^ 4: *» **(4) Can the corner rounding (50' R existing) be reduced to a 20' or 30' radius ? UOa- 3O-,ff. A^^*->a *> (5) What will be the compensation for the potential ROW dedication ? Would any physical improvements be required b this lot ? ^' " '- ' ' Note : I show a 5' sideiir "se'tb'ack (tre minimum) and a 10' rear yard setback. This will be dependent on the potential ROW dedication required by the City. Please do a general view of other potential zoning/planning/engineering -' =ssues Please call with any comments and±or questions. Thanks. Tim Naqle President Conway & Assoc Inc, cc file p - - cxj ITI «L. 1^ O ^— i CO * 3 s Yn "' ^ nO 5f Q > ^.s .-.•'• II NEW R/W ENGINEERING DEPARTMENT ADVANCED PLANNING DIVISION TRAFFIC IMPACT FEE PROJECT PROPOSED IMPROVEMENTS FOR CANNON ROAD & CARLSBAD BOULEVARD NOT TO SCALE JANUARY 19, 1988 REFERENCE DRAWINGS: REVISED: § k^* 12 r 5 UJ 1 ^ 12 8 u_ O b_^ *\ 10 UJ UJ 0<uj a >v- t!iiI I5J7J t 12 - t 12 ' 3—cr ADD L.T. LANEIU-TURNS) R.T. ONLY LANE \ NEW R/W ENGINEERING DEPARTMENT ADVANCED PLANNING DIVISION TRAFFIC IMPACT FEE PROJECT PROPOSED IMPROVEMENTS FOR CANNON ROAD & CARLSBAD BOULEVARD NOT TO SCALE JANUARY 19, 1988 REFERENCE DRAWINGS: REVISED: S/5 Ac A 6 " /&" 40op 40a{) 170 Id? -2 8Q - 850 IOO& / ?7 35" \ sr ^-2 A/*1 *•/* J 0.2 fa Lf * ^ 1 1-?/ is *)y7i~F $F /±fa L$/ l^ooo /<K ft* / ^x tjf^ f €3 *> /c. f / ^k^x *£ /*r ^^ ^200/lf L.F -70 /<.? £* *?OOO/£A %/OOO / J Z.OO ^O^o / -2- fr-f (\-L,0 1$ Do o z 7S-^ ^ 60£? / ^ ooo 2. <?50 3 ooo Ooo 67 f 7-f io 7 1 BUILDING |WATER DISTRICTV\ & -vw? 73JA>— f A* V. *•* I/ ^ K &5s ",*£i \IUDUTIES i[BNQINEERING> 1"-« ir• rX^ ^^ *• Mti ) ! ' 1"•"V"1 13^ ! ' " \S jiBiiH i j' ' 1"!oa s G' *j M -•; :.i o w >^ C ." I" £it ~f. , , O Cl^ 03 xi >-•: 2 < S. x a 3S§S!sg08@ 'II I» s5" S f|5 ni g ^ il^ o n J. if eft^~v l B U I L D 08/30/90 11:36 Page I 1 of 1 __ Job Address: 101 CANNON RD Permit Type: PLAN CHECK REVISION Parcel No: 210-033-08-00 Valuation: ° Construction Type: NEW CALCS CANT. BALCONIES *** PERMIT Str PCR No: PCR90096 Project No: A8901747 Development No: Fl: 7757 06/30/90 OOC1W 02 66-? Status: ISSUED Applied: 08/29/90 Apr/Issue: 08/30/90 Validated By: JPY *** Fees Required ***__ Fees: 105.00 10 Fee description Plan Check Revisio Fees Collected & Credits *** Adjustments: Total Fees: .00 .00 105.00 Ext fee Data 105.00 INSP. CLEARANCE FINAL APPROVAL DATE _ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad CA 920O9 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (ei9) 438-iiei 1. PERMIT TYPE A • ncoMMERC1AL QNEWnTENANT IMPROVEMENT B - n INDUSTRIAL QNEW fjTENANT IMPROVEMENT C - g^ESIDENTIAL [^APARTMENT DCONDO QSINGLE FAMILY DWELLING DADDITION/ALTERATION D DUPLEX D DEMOLITION DISLOCATION n^OeiLE HOME QELECTR1CAL Q PLUMBING D MECHANICAL QPOOt QSPA DETAINING WALL DSO>*IJ/,n OTHER. 2. PROJECT INFORMATION FOR OFFICE USE ONLY EST. VAL PLAN CK DEPOSIT, VALID. BY DATE LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No. CHECK BELOW IF SUBMITTED: D2 Energy Calcs D2 Structural Calcs O2 Soils Report Dl Addressed Envelope 3. 4. 5. 6. ASSESSOR'S PARCEL EXISTING USE DESCR1PIION OF WORK /** 1 L/\-y\/r* i if\f i } i J i f\ /'_ * f*/*\i*t\C— -Trr^ * %o V ' K-^p t— v v M * \^ p-cx^jn i BLDG. SO. FTG. # OF STORIES CONTACT PERSON / NAME COOU3Ot>| & /\^SOC- - lAJC— ADDRESS 1*3^ CITY (f^/^2.01 ^"T^ STATE ^.^X ^IP CODE ^"ZOO SIGNATURE *^f *| W*\ K/-f-^Gr1-jC APPLICANT n^QNTRACTOR DAGENT FOR CONTRACTOR DOWN" NAME ADDRESS CITY STATE ZIP CODE PROPERTY OWNER OWNER NAME ADDRESS CITY STATE ZIP CODE CONTRACTOR NAME ADDRESS CITY STATE ZIP CODE PROPOSED USE x * 1 jZ^RH/^ 1 '^tfe u3 £VO — Lit>iSRpco<-~ S*1^-- "*~7 DAY TELEPHONE ~7£'*3 * WS*^> D AGENT FOR OWNER DAY TELEPHONE DLESSEE QTENANT DAY TELEPHONE DAY TELEPHONE STATE L1C. #LICENSE CLASS CITY BUSINESS LIC. # SIGNATURE DESIGNER NAME CITY 7. WORKERS'COMPENSATION TITLE ADDRESS STATE ZIP CODE DATE DAY TELEPHONE STATE LIC. * Workers' Compensation Declaration: 1 hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO.EXPIRATION DATE 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. SIGNATURE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: ! hereby affirm that 1 am exempt from the Contractor's License Law for the following reason: [] 1 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-bui tder will have the bur-den of proving that he did not build or improve for the purpose of sale.). D 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). I am exempt under Section Business and Professions Code for this reason: (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, commencing 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 {$5001). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY; 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? DYES QNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES QNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES QNO IF ANT Of THE MtSUERS ARE TES, A FINAL CERTIFICATE OF OCCUPANCY NAT NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR PCT.LUTIOM CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10, APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. 1 agree to comply with aLl City ordinances and State laws relating to building construction. 1 hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AMD KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY UAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issuec! by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work ayjheM tod 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 susperxted or abandoned at an/sjime after _lhe-uac|[is conmenced for a period of ISO days (Section 303(d) Uniform Building Code). OWNER QCONTRACTOR PHONE APPROVED. BY; DATE; WHITE: File YELLOW: Applicant PINK: Finance PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas Dr., Carlsbad, CA 92009 (519) 438-1161 1. PERMIT TYPE "A - D COMMERCIAL QNEU QTENANT IMPROVEMENT B - D INDUSTRIAL D"EW DTENAHT IMPROVEMENT C • D&ESIDENTIAL DAPARTMENT DCONDO QSINGLE FAMILY DWELLING D«>D1TION/ALTERATION DDUPLEX DEMOLITION DISLOCATION D**°BILE HOME QELECTRICAL DMECHANICAL QPOOL DSPA DRETAINING WALL DSOLAR 2. PROJECT INFORMATION PLAN CHECK No. EST. VAL PLAN CK DEPOSIT, VALID. BY ' DATE FOR OFFICE USE ONLYBunding or suite No. earest Cross Streets \Q\ Subdivision Name/NumberLEGAL DESCRIPTION Phase No. CHECK BELOW IF SUBMITTED: DZ Energy Calcs Q2 Structural Cales D2 Soils Report nil Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE Z' BLDG. SO. FTG. 3. CONTACT PERSON NAME C ADDRESS ZIP CODE DAY TELEPHONE // SIGNATURE 4. 5. 6. APPLICANT, . 1 &{< NAME CONVJArX 5 f** f* ^ -fj F*\. i f *f "CITY C-Jr^KiPir~r PROPERTY OWNER NAME CITY CONTRACTOR NAME CITY DJLTHftCTOR D AGENT FOR CONTRACTOR ^>^t? C - t NJC^' ADDRESS STATE &J\ <3AP CODE OWNER ADDRESS STATE ZIP CODE ADDRESS STATE ZIP CODE DOWNER^ ^JHAGENT FOR OWNER — . . . , *\ ZCO"~7 DAY TELEPHONE Cfcl^/ ~7 S 3 "KS "^ DLESSEE D^ENANT DAY TELEPHONE DAY TELEPHONE STATE LIC. tt LICENSE CLASS CITY BUSINESS LIC. # SIGNATURE DESIGNER NAME CITY 7 . WORKERS 'COMPENSATION TITLE ADDRESS STATE ZIP CODE DATE DAY TELEPHONE STATE LIC. # KK.EK3 lUnrLPOH I 1UINWorkers' Compensation Declaration:I hereby affirm that 1 have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY EXPIRATION DATE Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the Workers' Compensation Laus of California. SIGNATURE 8. OWNER-BUILDER DECLARATION Owner-Builder Declaration: 1 hereby affirm that 1 am exempt from the Contractor's License Law for the following reason; |~1 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.). D 1, 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). D I am exempt under Section Business and Professions Code for this reason: (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, commencing 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 [S500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 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? DYES PNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES DNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES QNO IF ANY OF THE ANSWERS ARE TES. A FINAL CERTIFICATE OF OCCUPANCY HAY HOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS NET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE A1H POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 10. APPLICANT'S SIGNATUREI certify that 1 have read the application and state that the above information is correct. 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 HAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERHIT. 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 permiXor if the building or work authorized by such permit is suspended abandoned at any time after the work is commenced for a period of ISO days (Section 3QXd) Uniform Building Code). OWNER CONTRACTOR [BY PHONE APPROVED BY! DATE: __ WHITE: File YELLOW: Applicant PINK: Finance ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: JURISDICTION: __daA* PLAN CHECK NO:- I O 3 £?SET: PROJECT ADDRESS: PROJECT NAME: -gr \Q\n n PLAN CHECKER JFILE COPYmups JDESIGNER 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 deficien- cies identified _ 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 check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. || The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: Telephone # Enclosures ESGIB~>CORPORATION DGA DAA Dvw DDM ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619)560-1468 DATE: e>Ja\l<lO JURISDICTION: PLAN CHECK NO:SET : T PROJECT ADDRESS: \0\ dtsnrvo ry PROJECT NAME: PLAN CHKCKER JFILE COPY QUPS nDESIGNER "PI oi n D 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 deficien- cies identified 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 check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: ^Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: / Date contacted: REMARKS: Telephone ft B/n By: ESGIL CORPORATION D GA D AA D VW D DM Enclosures: JURISDICTION:rt Date plans received by plan checker; Of 13/ 7G PLAN CHECK NO.; #<?- IO"56> Date plan check completed:3/2if 30 Bv: 5grgf PROJECT ADDRESS: 10 f O.Q n nr? »-n TO: .n rvi PLAN CORRECTION SHEET FOREWORD; PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state lavs regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS 1. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: To facilitate checking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No A . l rv p A.^V^ A W ao on go ov rat O.nnn/r^'o 41-T v>r> l Form No. PCS.^1390 Date Prepared byt Jurisdiction i^avls PQa VALUATION AND PLAN CHECK FEE D Bldg. Dept. • Esgil PLAN CHECK NO. 6*?- 1036 BUILDING ADDRESS JOJ £ APPLICANT/CONTACT BUILDING OCCUPANCY g-3/M-l TYPE 0? CONSTRUCTION \JI )4 PHONE NO. DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION Mowvjw ^ Air Conditioning Commercial Residential Res. or Comm. Fire S-orinklers Total Value BUILDING AREA \ Hr — VALUATION MULTIPLIER &4 t**9 '§ 0 .« ' ' VALUE 404.03 ^SCili-FEE Building Permit Fee •$!_"_ Plan Check Fee $ C 0 H HE NTSj 4-Q«6- \ <0 5. ^ SHEET \ OF 12/87 CONWAY S ASSOCIATES, Inc. Civil ^gineers / Surveyors /^•fneral/Engineering Contractors r.. Suite A , CA 92007 (619) 753-1453 753^4158 City of Carlsbad Inspect ion Department 2075 Las Palmas Dr Carlsbad, CA 92009 (619) 438-1161 AUG-21990 RE;MEEHAN RESIDENCE S.E. CORNER CANNON ROAD & HIGHWAY IQl STRUCTURAL CALCULATIONS UILDING DEPT, Please reference the previously transmitted "Addendum Report for Retaining Wall Parameters" from A. R. Barry & Associates dated May 31, 1990. The said A. R. Barry & Associates report is based on existing site conditions subsequent to rough grading. Based on this report, we have authorized the owner to install the living room retaining walls per the attached drawings <1 sheet). This drawing is a modification of detail 5 on sheet 4 of the plans "Living Room Footing Detail". The general effect of this modification is to change vertical steel spacing from 8" to 16" on the West, South and North walls Living room walls and to change the top of wall dowel spacing from 24" to 32". Please call with any comments and/or questions. Ahmad Zar cc file -» I lliljl -0•rfl - -ir SP*bvt. ELEVATION TYPICAL SECTION •M* 8* • 4" —i •VF'CAL WCTION 3.1" .TWI [ lM ^HMiwrf O'Mr'n* C / tn4 C I lor ilo«ul mtM *n4 *:i;i, rf ttott ctta wet) -t».t. OlMtNSIOHS AND REINFOftCING STEE'. H (mu) Tlmin) W (mini @ bwt 0 bi'i © b*» (D k«" (m* tail EMKL (mO r r ar-r r r M * 32" / 4 loiil 4 soo 5- . «" r- ifl" r r i4« 3r Mur 1 4 (out S 600 c.rr r IT- S'- 4- 14 9 31" M * 3r / « * 1C' 1 < laril 6 BOO SAN DIEGO REGIONAL STANDARD DRAWING MASONRY RETAINING WALL TYPE 1 [LEVEL BACKFILL} •ica»MiM» M IHI UK ««•• •IfiHJHM .IIJMOmol Cl«»>l1tl OflAWIMG NUMBER C-1 1ST ~m bi i 4 lot* sid TYPICAL SECTION j«r r - r* NOTES > I. SM StwxtoN OtntMfi C-7 M4 CI lor BvAttQAAl V3M m4 OTfV»L , 1 FH. tfl Madt etm mih fravt. HftMMNG NUMBER SAN OtEGO RE MASONRY F [LIVE LOAD SUR ^""^T *~ -"=311—i ii =-\i y 3 « "L -W1' ^41 1 CONWAY & ASSOCIATES, Inc. Civit Engineers / Surveyors / General/Engineering Contractors 135 Liverpool Dr.. Suite A CatdiK-by-the-Sea, CA 92007 Telephone: (619) 753-1453 Fax: (619) 753-4158 City of Carlsbad Inspect Ion Department 2075 Laa Palmas Dr Carlsbad, CA 92009 (619) 438-1161 August 01, 1990 RE:MEEHAN RESIDENCE S.E. CORNER CANNON ROAD & HIGHWAY 101 STRUCTURAL CALCULATIONS Pursuant to my review of the plans and specifications as well as actual conditions and material at the site, please not the following which are Incorporated by reference into my original calculations for this Job: (1) It is acceptable to substitute 2 each (double) 2x6 trimmers for any 4x6 header or beam support post on this Job. The said double trimmers are to be nailed together with 16d nails staggered at 6" on center. (2) It is acceptable to substitute 2 each (double) 2x4 trimmers for any 4x4 header or beam support post on this Job. The said double trimmers are to be nailed together with 16d nails staggered at 6" on center. (3) It is acceptable to drill thru the 6 3/4 " x 18" GLB in the East side of the Garage to accept a HD7A threaded rod so long as the hole drilled is within 2.0' of the end of the said GLB. (4) It Is acceptable to add balconies to the living calculatIons. 2' 6" wide by 9-12 foot long cantllevered room slab per the attached drawing and Please call with any comments and/or questions. Ahmad Zarel cc file ON nor — • 31va 31 va 9 to!an FLOOR PLANS*••• • ' A. R. BARRY AND ASSOCIATES GEOTECHNICAL ENGINEERING P.O. Box 348 Encinitas, CA 92024 (619)753-9940 SUMMARY REPORT Job No.; /0-//32 Site Location; 5V Client: £ors* Date Insp Summarize present job status, work completed since last report, problems and their solutions, etc. Summary Report from (date):to (date) : Copies to: BUILDING PERMIT 10/10/90 12:39 Paae l of 1 _ Str: T^K Address: 101 CANNON RD Permit Type: PLAN CHECK REVISION Parcel No: 210-033-08-00 Valuation: Construction Type: NEW ^^ Code. Occupancy Group^ B^ T COLUMNS _. _ __^ * _^- A_ ~ >* f* * I IllUl.rt r< I ULi **/ V *i * **Description- Appl/OWnr : CARDIFF, CA 92007 *** Fees^Required **| Fees : Adjustments: Total Fees: Fee description Plan Check Revisi 753-1453 PCR No: PCR90109 Project No: A8901747 Development No: Fl: ste: fwc/; i,v.1.^/90 COOi Ot 02 *" ~ "-1-':VP^T ^JLO.W Status: ISSUED Applied: 10/09/90 Apr/issue: 10/09/90 Validated By: CD & Credits *** .00 .00 210.00 Ext fee Data 210.00 FINAL APPROVAL INSP. DATE- CLEARANCE COY OF CARLSBAD 2075 U. Palmas Dr., Carlsbad CA 92009 (619) 438^1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Pal mas Dr., Carlsbad, CA 92009 (619) 438-H61 1. PERMIT TYPE I A - QCOMMERCIALQNEWQTENANT IMPROVEMENT B - QUIDUSTRIAL QNEW QTENANT IMPROVEMENT C - ^^RESIDENTIAL DEPARTMENT QCONDO QS1NGLE FAMILY DWELLING QAOD1TION/ALTERAT10N QDUPLEX GDEMOLITIOH QRELOCATION GMOBILE HOME GELECTRICAL QPLUMBING QNECHANICAL DPCOL QSPA QRETAINING UALL QSOLAR QOTHER . PROJECT INFORMATION PLAN CHECK No. EST. VAL PLAN CK DEPOSIT, VALID. BT DATE 6r FOR OFFICE USE QNI V Building or Suite No. Nearest Cross Streets LEGAL DESCRIPTION Subdivision Name/Hunter CHECK BELOU IF SUBMITTED: r~|2 Energy Calcs D2 Structural Calcs G2 Soils Report D1 Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE 3. CONTACT PERSON CITY STATE ADDRESS ZIP CODE DAY TELEPHONE 7S3-K1S3 SIGNATURE 4. 5. APPLICANT Q CONTRACTOR NAME CITY PROPERTY OWNER NAME CITY Q AGENT STATE OWNER STATE FOR CONTRACTOR QOWNER ADDRESS ZIP CODE ADDRESS ZIP CODE GAGENT FOR OWNER DAY TELEPHONE QLESSEE QTENANT DAY TELEPHONE ^M^?£S2L > AsSto*. } OfL. ADDRESS V^^ L\\>Q&ffof^f \>&- ^ TO ^ C1TY >l PP.STATE STATE LIC. ^ZIP CODE LICENSE CLASS DAY TELEPHONE CITY BUSINESS LIC. # * ( SIGNATURE DESIGNER NAME CITY 7. WORKERS'COMPENSATION TITLE ADDRESS STATE ZIP CODE DATE DAY TELEPHONE STATE LIC. # Workers' Compensation Declaration: I nereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO.EXPIRATION DATE 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. SIGNATURE DATE 8. OWNER-BUILDER DECLARATIONOwner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: [~] | 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.). CD 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 contractorCs) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: (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, commencing 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 (I500J). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 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? QYES DNO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES DNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? QYES QNO IF ANT OF THE ANSWERS ARE TES, A FINAL CERTIFICATE OF OCCUPANCY NAT NOT BE ISSUED AFTER JULY 1, 1969 UNLESS THE APPLICANT HAS MET 01 IS MEETING THE REQUIREMENTSOF THE OFFICE OF EMERGENCY SERVICES AND THE AIM POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY 1 hereby affirm that there is a construction Lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). NAME LENDER'S ADDRESS 0. APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct.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 n»ntioned 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 NAY IN ANY UAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. 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* 81 anytime aftsc-*4'1- UUF'H' Is -MQrnenced for a period of 180 days (Section 303(d) Uniform Building Code). Q OWNER ^CONTRACTOR PHONE APPROVED, 6*; DATE: HITE: File YELLOW: Applicant PINK: Finance ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 92123 (619) 560-1468 DATE: \Qf Q4 3O QAPPLICANT pJURISDICTION JURISDICTION: PLAN CHECK NO: #3 - IO3& SET; n|J_ PLAN CHECKER JFILE COPY DUPS jDESIGNER PROJECT ADDRESS: \Q\ PROJECT NAME: 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 deficien- cies identified . 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 check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. || The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Ij Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: Telephone # REMARKS: BysESGIIQ3&RPORATION DGA DAA DRN QDM Enclosures: ESGIL CORPORATION 932O CHESAPEAKE DR., SUITE 2O8 SAN DIEGO, CA 02123 (619) 56O-1468 DATE: 3 I S&J9O™" • * JURISDICTION: flfl» f •» kot A, PLAN CHECK NO: #Cf-IO36 'ROJECT ADDRESS; \O\ SET: "I PROJECT NAME:SF "Pl an M<zen APPLICANT .JURISDICTION PLAN CHECKER 3FILE COPY HUPS ^DESIGNER a 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 deficien- cies identified 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 check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. J The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: r* . e \ iv^dfLfJ9Oif c. .fiSk*^}** . lr>£* „ •j Esgil staff did not advise the applicant contact person that ^ plan check has been completed. [1 Esgil staff did advise applicant that the plan check has — been completed. Person contacted: Date contacted: REMARKS: Telephone # ESGIL CORPORATION DGA DAA Dvw QDM Enclosures JURISDICTION;_pate plans received by plan checker:. PLAN CHECK NO.:fiate plan check completed: 9/J6/3O Bv; PROJECT ADDRESS:. TO; UOnutfQU t ^~1 FOREWORD: PLEASE READ ro • inc. iasLffuftrpoo\ Dr. SU A. da^A iffi QA PLAN CORRECTION SHEET Plan check is Halted to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state lavs regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: "ESCn ft- To facilitate checking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe then and where they are located on the plans. Have changes been made to the plans not resulting from this correction list? Please check. Yes No (.0•4- l <K on. ^-o^ -V yc<? bo 1 4 o Form No. PCS.41390 0§)" i-x.rio » he? CONWAY & ASSOCIATES, Inc. Civil Engineers / Surveyors / General/Engineering Contractors 135 Liverpool Dr., Suite A Cardiff-by-the-Sea, CA 92007 Telephone: (619) 753-1453 Fax: (619) 753-4158 City of Carlsbad October 15, 1990 Inspection Department 2075 Las Palmas Dr Carlsbad, CA 92009 (619) 438-1161 RE: MEEHAN RESIDENCE S.E. CORNER CANNON ROAD & HIGHWAY 101 STRUCTURAL CALCULATIONS Pursuant to your request of Ed Prentice in regards to the site noted above, this is to confirm the following: I personally visited the subject on Thursday 110CT90. The two entry columns were formed at that time and ready for concrete. The columns are as we intended in our calculations and are more than adequate for the entry roof load. We apologise for any confusion on the plan. Please call with any comments and/or questions. Ahmad Zarei cc file CON WAY & ASSOCIATES, Inc. Oil Engineers / Surveyors / OnrroJ/Engineering Confmcfors 135 Liverpool Dr.. Suite A Cardill-by-the-Sea, CA 92007 Telephone: (619) 753-1453 Fax: (619)753-1158 City of Carlsbad Inspection Department 2075 Las Palmus Or Carlsbad, CA 92009 (619) 438-1161 September 5, 1990 RE:MEJHAH RES1DEWCE S,E. CORNER CAMHOH ROAD & HIGHWAY 101 S'lnUCVURAL CALCULATIONS " Pursuant to my review of the plans and specifications as well as actual conditions and material at the site, please not the following which are incorporated by reference into my original calculations for this job: (1) The 2' 0* X 2' 0" concrete support columns for the entry roof are to be constructed per the attached sketch. Note that this detail was omitted from the original plans. (2) It is acceptable to substitute a MST 48 strap in place of installing or lapping the top plates on the second floor at any top plate lap or beam connection. (3) It is acceptable ho drill a 1" diameter hole thru the 6 3/4 "y-fc ; 18" GLB in the Fast side of the Garage so long as the. > hole drilled is within 2.01 of the end of the said GLB. It is acceptable substitute a 11U9 at the bottom of the GLB and bolt same to the CMU wall in place of the standard HD7 hold dow bolt in the East retaining wall all as shown on the attached detail. (4) It is acceptable substitute the framing support and sKSe shown on the attached detail for fireplace in the West living room. We would appreciate it J-f you could expedite review Of revisions as this job is in progress^ If there are an^ __T^_ please call and we will pick them up or make corrections at"!!the counter. Please call with any oanmentsajjjd/or questions cc file Zarei Datei Prepared byt Jurisdiction Laquna Beach VALUATION AND PLAN CHECK FEE 31dg. Dept. Esgil PLAN CHECK NO. BUILDING ADDRESS 1O\ APPLICANT/CONTACT _ — BUILDING OCCUPANCY "P- 3 //-/-/ TYPE 0? CONSTRUCTION V U PHONE NO. DESIGNER PHONE CONTRACTOR PHONE BUILDING PORTION -Udtfvm <2 V . Air Conditioning Commercial Residential Res. or Coimn. Fire Sprinklers Total Value BUILDING AREA £Wv- tf • - VALUATION MULTIPLIER 84°-2 e 0 @ VALUE 4 /6d -^r /fes<3|l L KE£S) y BuUding Ptrmit F«e. $. Plan Check r«B $ I66,°,J 4 ll O,£l COM HCNTSr SHEET I OF I "12/87 Job: Date: Calcs by: Sheet I of Structural Calculations For NG 'DESIGN 135-^fivipool Dr. Cardiff Ca. 92007 Tet (619) 942-8649 V- fur of List HP 9- vO/1- flF- *J£ A ^ A : SIDE op 9-/3 <z~&*—' iTT - + , P XC ,T -- !/.C f 6 2 I2- 70 isT TO SIUL -z.- zxMau/te<L"MU QG*'^.c 2K(tf (?&Q& t4AiU'2.)rfaTo'2Jfl. 7, «J/4. |i»i KlMCJ C. Job: Date: ° -* O Calcs by: Sheet I of Structural Calculations For DELTA NGIFMEERINGS CONSULTING STRUCTURAL DESIGN 135-A Lfvepoo! Dr. Cardfff Ca. 92007 Tefc(619) 942-8649 /Cite s*r. L-b JT£M ^3^ of Lerre^- W3- i? HD1 54 £M. fae-' flS** fit- A to S^Ot of HDI 7" HD 6 H' fuie ^ xi& lo 1^ V fpo eT H • c - 4^o C -- T- foe- List. V . r f , (2 I2- O.C TO ^lU. f\AT£ CONWAY & ASSOCIATES, Inc. Civil Engineers / Surveyors / General/Engineering Contractors 135 Liverpool Dr., Suite A CardlH-by-the-Sea, CA 92007 Telephone: (619) 753-1453 Fax: (619) 753-4158 City of Carlsbad Inspection Department 2075 Las Palmas Dr Carlsbad, CA 92009 (619) 438-1161 September 5, 1990 RE:MEEHAN RESIDENCE S.E. CORNER CANNON ROAD & HIGHWAY 101 STRUCTURAL CALCULATIONS " Pursuant to my review of the plans and specifications as well as actual conditions and material at the site, please not the following which are incorporated by reference into my original calculations for this job: (1) The 2' O1 X 2' 0" concrete support columns for the entry roof are to be constructed per the attached sketch. Note that this detail was omitted from the original plans. (2) It is acceptable to substitute a MST 48 strap in place of installing or lapping the top plates on the second floor at any top plate lap or beam connection. (3)It is acceptable to drill a 1" diameter hole thru the 6 3/4 18" GLB in the East side of the Garage so long as the hole drilled is within 2.0' of the end of the said GLB. It is acceptable substitute a HD9 at the bottom of the GLB and bolt same to the CMU wall in place of the standard HD7 hold bolt in the East retaining wall all as shown on the attached detail. x (4) It is acceptable substitute the framing support shown on the attached detail for fireplace in the West living room. We would appreciate it if you could expedite review i|f. revisions a_s this job is in progress. If there are please call and we will pick them up or make corrections1 afc counter. Please call with any comments cc file