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06-1092 (SFD)P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT . Date: 3/17/06 Application Number: 06-00001092 Owner: Property Address: 51390 CALLE JACUMBA GREEN MARK APN: 770-166-026- - - Other.struct info D Application valuation: 116865Contractor:7 tAR 2006 Applicant:, Architect or Engineer: Owner CITY OF LA QUINTA LICENSED CONTRACTOR'S DECLARATION , ,1 hereby affirm under penalty of perjury that I icensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busine and P ssionals Code, and my License is in full force and effect. License C ass: /` ' ,,/late:Ob Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ I 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 Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.). - (_ I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT DITION 2001 CBC WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the I.ahnr Cnde, for the performance of .the work for .which this permit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 3.00 Policy Number NO 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, and agree that, if I should b gee subject to the workers' compensation provisions of Section 3700 of the Labor Code s forth co RI ith thos provisions. P,6'e:1 /b1' licant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under orpursuantto any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct.,LAgjLee to comply with all city and county ordinances and state laws relating to building construction, and her authorise representatives of this co lnty to enter upon the above-mentioned property for ' on p s rete: l L T Ob,;.Vliiture (Applicant or Agent): r Application Number 06-00001092. �- Permit . . . BUILDING PERMIT Additional desc , Permit.Fee 699.00 Plan Check Fee 204.35 Issue Date . . . . Valuation . . . . 116865 Expiration Date 9/13/06 Qty Unit Charge Per Extension BASE FEE 639.50 17.00 - 3.5000 ---------------------------------------------------------------------------- THOU BLDG 100,001-500,000 "59.50 Permit . . . MECHANICAL Additional desc . Permit Fee . . . . 59.00 Plan Check Fee 14.75 Issue Date . . . Valuation 0 Expiration Date.. 9/13/06, Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.000O.EA MECH FURNACE <=100K 9.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 3.00 6.5000 EA MECH VENT FAN 19.50 1.00 6.5000 -=-------------------------------------------------------------------------- EA MECH EXHAUST HOOD 6.50 Permit . . . ELEC-NEW RESIDENTIAL - Additional desc . Permit Fee ". . . . 104.17 Plan Check Fee 26.04 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/13/06 Qty Unit Charge Per Extension BASE FEE 15.00 1851.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY .64.79 469.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL_ 9.38 1.00 15.0000 ---------------------------------------------------------------------------- EA ELEC TEMPORARY POWER POLE 15.00 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 129.00 Plan Check Fee 32.25 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/13/06 Qty Unit Charge Per Extension BASE FEE 15.00 10.00 6.0000 EA PLB FIXTURE 60.00 LQPERMIT 4 ' F Application.Number . . . 06-00001092 Permit . . . PLUMBING Qty Unit Charge Per Extension 1.00 15.0000 EA PLB BUILDING SEWER 15.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 6.00 .7500 EA PLB GAS PIPE >=5 4.50 1.00 15.0000 EA PLB GAS METER. ---------------------------------------------------------------------------- 15.00 Permit. . . GRADING PERMIT Additional desc . Permit Fee . . . . 15:00 Plan Check Fee .00 Issue Date . . . Valuation . . 0 Expiration Date 9/13/06 Qty Unit Charge Per Extension BASE FEE - 15.00 ------------------------------------------=--------------------------------- Special Notes and Comments 1851 S.F. SFD - PERMIT DOES NOT INCLUDE BLOCK WALLS, POOL/SPA OR DRIVEWAY APPROACH. PLAN REVIEW FEE`MANUALLY REDUCED FROM $454.35 TO ACCOUNT FOR $250.00 DEPOSIT PAID AT SUBMITTAL AGAINST APPLICATION ##05-5000. APPLICATION ABANDONED DUE TO UNCORRECTABLE INTERNAL ERROR. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER - RES 480.00 ENERGY REVIEW FEE 20.44 DIF FIRE PROTECTION -RES 140.00 DIF LIBRARIES - RES 355.00 DIF PARK MAINT FAC - RES 22.00 DIF PARKS/REC - RES 892.00 STRONG MOTION (SMI) - RES 11.68 DIF STREET MAINT FAC -RES 67.00 DIF TRANSPORTATION - RES 1666.00 Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 1006.17 .00 .00 1006.17 Plan Check Total 277.39 .00 .00 277.39 Other Fee Total 3728.12 .00 .00 3728.12 Grand Total 5011.68 .00 .00 5011.68 LQPERMIT LQPERMIT Date 12/28/05 No. 27985 Owner Mark Green Address City Zip Tract # Type Single Family Residence CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 APN # Jurisdiction Permit # Study Area No. of Units BERMUDA DUNES RANCHO MIRAGE d cam+ INDIAN WELLS �. PALM DESERT LA QUINTA O.INDIO .y^� 770-166-026 La Quinta 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1. 51390 Calle Jacumba 1851 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $2.24 X 1,851 S.F. or $4,146.24 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/Bank of America - Mark Green Check No. 413064760 Name on the check Telephone 805.252.3065 Funding Residential By Dr. Doris Wilson r� Mfr. -,i , , y+ Superintendent ` Fee collected /exempted b ron McQilvrey Payment Recd 'r L0.00 $4,146.24` v r Under Signature 2! C NOTICE: Pursuant to Government Code Section 66020(d)(1), this will serve to notify you that the 90 -day approval period in which you may protest the fees o r other payment identified above will begin to run from the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting �au�w 78-495 CALLE TAMPICO LA QUINTA' CA 92253 (160) 777-5075 - APPLICATION FLOOD PLAIN DEVELOPMENT PERMIT BUILDING SITE LOCATION FLOOD ZONE *AO' - DEPTH. 1 COMMUNITY- PANEL NUMBER -660709000513- - CA UE JA_(✓UML4 Map Revised: 8/1911991 APPLICANT INFORMATION SECTION APPLICANT NAME. A APPLICANT ADDRESS IMAJILING ADDRESS. NOT THE BUILDING SITE) DAYTIME TELEPHONE NO. INSTRUCTIONS 1. A Flood -Plain Development Permit is required by LQMd. Section 8.11.040.(A). The Applicant should complete the Applicant Information portion of this applicationthe and submit it to the, Engineering Department'along. with required documentation noted• hereon at the *same time the :Precise trading Plan is submitted. to the Building and Safety Department for plan. checking. 2. Documentation. required for STEP -1 OF 2 APPROVAL 'prior to receiving clearance for Building'Permit issuance Copy of. the proposed Precis Grading Plan f at eq Precise or review and approval containing, all information Liked by the checklist shown on the back of this 'application.'' 3.. Documentation required for STEP 2 OF 2.APPROVAL' prior tojeceiving flood Plain. Development Permit approval. Note, this approval occurs after forms for the -lowest'habitible floor are set and before the Building & Safety Department authorizes foundation construction. 0 Submit a 'completed FEMA "Elevation Certificate" form to. the Engineering Department. 0 Submit 95% relative density soils compaction -certification to the- Engineering Department. STEP. I OF 2 APPROVAL 'STEP 2 OF 2 APPROVAL The Precise Grading Plan submitted for this application has been All re' e . requirements have been satisfied. This flood Plain reviewed and found to contain' all data riquired'to satisfy the Development Permit is approved. requirements of LQMC 8.11 The proposed dw'elling is eligible to receive a building permit upon satisfying all other Building & Safety Deparment F e 4ireme i .S. 7 AUTHORIZED SIGNATURE DATE AUTHORIZED SIGNATURE DATE La OUinta Engineering Department La Ouinta Engineering Department FILE: Upon Step 2 approval, original goes in "Flood Plain Development Permit* file; copy Roes to Applicant. 'Foso REV -2 7100 CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT LETTER OF TRANSMITTAL TO: PROPERTY OWNER FROM: ANTHONY COLAROSSI, ASSOCIATE ENGINEER SUBJECT: FLOODPLAIN APPLICATIONS LOCATION: , 51390 CALLE JACUMBA 176312 DATE: 3/7/2006 Step 1 is completed, see Flood Plain Application Permit (first signature). On your return visit to the Public Works Department (for the second signature (Step 2) on the FEMA application form), please return application permit along with the following documents for final signature on the application form a. Compaction Results within building area, showing at least 95%. b. Letter/Report stamped by a Registered Civil Engineer and stating the following: a. "The fill as been compacted according to the Precise Grading plans" C. Actual elevation of the Lowest Habitable Elevation (it maybe shot on the forms). a. Must be stamped by Registered .Civil Engineer or Surveyor and indicating that the elevation is the Lowest Habitable Elevation d. Fill out the attached FEMA Flood Plain Certificate (Instructions from the city can be obtained at your request. Contact Anthony Colarossi, see phone number below. -If you have any questions, please contact me at 777-7089. Thank you, Tony NOTE: DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT. UTILITIES INFORMATION: CVWD 760-398-2651 IID 1-800-303-7756 VERIZON 1-800-483-5000 THE GAS COMPANY 1-800-427-2200 TIME WARNER 760-340-1312 MYOMA DUNES MUTUAL WATER CO. 760-345-2694 Earthwork Quantities 98.76 98.84 TP TC 0 5 10 20 40 GRAPHIC SCALE: 1 "= 10' NOTE: A LETTER OF CERTIFICATION FROM THE ENGINEER -OF -WORK STATING THAT THE GRADING HAS BEEN COMPLETED PER THE APPROVED PLAN, AND A COMPACTION REPORT FROM A SOILS ENGINEER ON ALL FILL AREAS IS REQUIRED PRIOR TO THE BUILDING PERMIT ISSUANCE. COMPACTION WITHIN THE BUILDING PAD MUST BE AT OR ABOVE 95% COMPACTION BASED ON ASTM D1557. 99.33 LOT 19 EXISTING 6' PL (VACANT) EG GARDEN WALL N90'00'00 "E 100.00' FL O 98.86 LOWEST HABITABLE F.F TC ..3.99 ELEVATION= 100.30 NOTE ALL FILL MATERIAL PLACED UNDER THE STRUCTURE SHALL BE COMPACTED TO NINETY FIVE (95%) 'Q o (Lill RELATIVE DENSITY. m 20.00- ,� -GARAGE LO ' 1 % MIN. >; o 99.54 FL n, Z o 10.:00 LO LOT 18 z i LL,1 i s 3.7%J (_5> 98.90 0 9HP 0I 98.87 i TC r_ FF. -100.60 O. UJ TP PAD -100.10 _J 100,30111.Q0'.5�7 QFS FS 18.00'-.. 12.00 ''30.00 E �J I 5.00' PROPOSED R/W Z z 99.1 z s. wFL Q �i 98.96 99.00 TC PROPOSED BLOCK WALL ° _._. =w 99.69 TP cid EG I I 1.0% 99.6 PL N90`00'00 "E 100.00' LOT 17 99EG6�/ (F. F. - 9 9.48) EP E E T 12.41' 5.00' PROPOSED RESIDENCE Z z J PROPOSED BLOCK WALL ° J PROPOSED BLOCK WALL cid F.F.=100.90 �o 1.50' PAD=100.40 1.50' PAD :;== (VACANT) MAX' - - - - - -'09,• PAD= (99.00) 2. y 205 MIN 4%i/ - - - - - M 4g q Y �Mq� �4, 2;11X FILL - 149 C.Y. CUT - 0 C. Y. NOTE: Quantities shown are for permiturposes only. Contractor is responsible for hisher own Quantities Topography done by Hacker Engineering In NOVEMBER of 2005 CONSTRUCTION contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further aggrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. BENCHMARK: ®( G A (-E R BENCHMARK NO.: ASSUMED LOCATION: LOCATED AT THE CENTERLINE INTERSECTION DIAL TOLL FREE OF AVENIDA DIAZ AND CALLE DURANGO, �4 ON TOP OF 1" IRON PIPE. 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UN ERGROLM SERVICE ALERT OF SOU FERN CALIFORNIA ELEV.= 100.00 T.P. SECTION A -A NO SCALE flACKIR INGIN[IRING, INC, CIVIL ENGINEERING - LAND SURVEYING - PLANNING 68487 Highway 111, Suite 43 Cathedral City, CA 92234 Phone: (760) 202-1800 Fax: (760) 202-8267 engineer@hackerengineering.com SECTION B -B NO SCALE PROFESS/0)> tL D. ti..Z No. 556016 Exp. 12/31/016 CIV11. 0 FF F1W a LOT 7 (VACANT) PREPARED BY: DATE: 02/02/06 MICHAEL HACKER R.C.E. N0. 55606 EXP. DATE: 12/31/06 APPROVED BY: DATE: R.C.E. N0. EXP. DATE: _ EXISTING 6' GARDEN WALL APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE: TOM HARTUNG DATE DOUGLAS R. EVANS DATE BUILDING AND SAFETY DIRECTOR COMMUNITY DEVELOPEMENT DIRECTOR CITY OF LA QUINTA CITY OF LA QUINTA GRADING NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND REIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS ORDINANCE NO. 461, LATEST EDITION. 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNMENT AGENCIES 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN /N AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 5. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. 6. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 7. GRADING SHALL BE DONE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING COPE, LATEST EDITION, AND SOILS REPORT NO DATED ---- PREPARED BY-- TELEPHONE -------------- 8. THE CONTRACTOR SHALL N077FY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075, AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 9. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1st TO APRIL 30th: MONDAY - FRIDAY 7:00 AM TO 5:30 PM / SATURDAY 8:00 AM TO 5:00 PM MAY 1st TO SEPTEMBER 30th: MONDAY FRIDAY 6:00 AM TO 7:00 PM / SATURDAY 8:00 AM 'TO 5:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. 11. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 12. MAXIMUM CUT AND FILL SLOPES - 2:1 13. ALL FILL MATERIAL PLACED UNDER THE STRUCTURE SHALL BE COMPACTED TO NINETY-FIVE PERCENT (95%) RELATIVE DENSITY. 14. MINIMUM BUILDING PAD DRAINAGE SHALL BE 29. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE OF SWALES SHALL BE 0.50% 15. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY FIVE (95) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY UNIFORM BUILDING CODE SEC. 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE, SEC. 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 16. ALL STREET SECTIONS ARE TENTATIVE, THE MINIMUM SECTION IS 3" A.C./ 4.5" CRUSH A.B., ADDITIONAL SOIL TEXT SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. CITY ENGINEER TO APPROVE FINAL STREET SECTION. 17. LOCATION OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 18. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE 1N PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 19. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 20. THE FINAL COMPAC77ON REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY. WHETHER SANG CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 21. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THI~ GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 22. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT. 23. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS,' LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS 24. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 25. THE DESIGN CIVi'L ENGINEER -SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 26. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TEST FOR ROADWAY SUB -BASE. 27. 774E CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES. THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 28. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED) FOR THIS PROJECT. LEGEND: FF FINISH FLOOR ELEVATION FG FINISH GROUND FS FINISH SURFACE GB GRADE BREAK f" - GF GARAGE FLOOR HP HIGH POINT " 11c V'Yorks/Enginsering Dept. PAD FINISH PAD ELEVATION �� , � - EG EXISTING GRADE PUE PUBLIC UTILITY EASEMENT f TC TOP OF CURB ,�� _ FL FLOWLINE °�� r� ( rt✓ -,f INV INVERT `4- TG TOP OF GRATE TW TOP OF WALL TF TOP OF FOOTING TOS TOP OF SLOPE BOS BOTTOM OF SLOPE SOILS ENGINEER CERTIFICATE WS WATER SURFACE TP TOP OF PAVEMENT WE ARE AWARE THAT THIS LOT IS LOCATED WITHIN A FLOOD ZONE AND WILL REQUIRE RELATIVE COMPACTION LEGAL DESCRIPTION - OF 95 PERCENT OF MAXIMUM DENSITY. COMPACTION ' { TESTING SHOULD BE PERFORMED DURING GRADING TO 61 VERIFY COMPACTION. A LETTER SHALL BE SUBMITTED LOT 18 /BLOCK 2 THE CITY OF LA QUINTA STATING THAT ALL FILL HAS DESERT CLUB TRACT -UNIT N0.2 M.B. 20 06 N PLACED ACGORDlN. . 0 THIS PRECISE GRADING PLAN. / k`'• APN 770-166-026 OWNER/DEVELOPER (NAME) \•, (REGISTRATION) (DATE) MARK GREENP.O. BOX 1142 LA QUINTA, CA 92253 (805) 252-3065 UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the Mans must be in writing and must be approv6d by the preparer of these plans. DRAWN JE SCALE DATE BY DESCRIPTION APP'D DATE DESIGNED JOB NUMBER ,/E JE051114 R E V I S I D N S CHECKED DATE FOR:MH 02/02/06 1CINITY MAP NO SCALE EXISTING CONTOUR - - - - ----(100)------ PROPOSED CONTOUR 100 --- EXISTING ELEVATION ...... (100.50) FINISHED ELEVATION ....... 101.50 DRAINAGE SWALE - - -- PROPERTY LINE - -- -� CENTERLINE - RIGHT-OF-WAY (R/W) - - EXIST. 8"SEWER LINE ---------S8------- EXIST. 8"WATER LINE -------W8---------- EXIST. BLOCK WALL - - - - - - -� RETAINING WALLr{��f{f{{{ SCREEN/GARDEN WALL ROOF DRAIN CONNECTION -� CONCRETE FINISH BASIS OF BEARING: BASIS OF BEARING IS CL OF CALLE JACUMBA BEING N 00'00'00"W FLOOD ZONE: ZONE AO IN THE CITY OF LA QUINTA, CALIFORNIA PRECISE GRADING PLAN 51390 CALLE JACUMBA ' LOT 18 / BLOCK 2 DESERT CLUB TRACT -UNIT NO. 2 APN 770-166-026 MARK GREEN S H E E T 1-1 DWG. NAME FILE NO. 05312 A--'- •- „ FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200; ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY STATE NAIC Number ZIP CODE PROPERTY DESCRIPTION (Lot and Block Numbers, Tax PareeI Number, Legal Description, etc.) BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ( - -�•� or ##. °) (_J NAD 1927 I—I NAD 1983 I—I GPS (Type): _ I—I USGS Quad Map Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE t^ u "' O 47 �tiv4rrs;fie. Coo,"\ -'t I C,A B4. MAP AND PANEL NUMBER B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) 060'7 �j DATE EFFECTIVE/REVISED DATE ZONE(S) (10 (Zone A0, use depth of flooding) 0 4 A 1.. d•.....-" m to servicing the building (Describe in a Comments area.)ft m ( ) m � E "URIMo We s0urW vi uie base Hood Elevation (BFE) data or base flood depth entered in B9. 1_1 FIS Profile 1_1 FIRM 1-1 Community Determined —1 Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: 1_1 NGVD 1929—I NAVD 1988 1-1 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date: 1-1 Yes 1_1 No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: L–IConstruction Drawings' I_IBuilding Under Construction* I_IFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) t C3. Elevations – Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.a-i below according to the building diagram specified in ftem C2. State the datum used. If the datum is different from the datum used for the BFE In Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to. document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? �_1 Yes L No O IT fb opo ottom floor (including basement or enclosure) — ft.(m) 0 O b) Top of next higher floor - ft.(m) V) O c) Bottom of lowest horizontal structural member (V zones only) ft.(m) S o — O d) Attached garage (top of slab) ft (m) E — O e) Lowest elevation of machinery and/or equipment m to servicing the building (Describe in a Comments area.)ft m ( ) m � E - O f) Lowest adjacent (finished) grade (LAG) — ft.(m) m z ti O g) Highest adjacent (finished) grade (HAG) — ft.(m) y O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 8 O 1) Total area of all permanent openings (flood vents) in C3.h sq. in. (sq. cm) J SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION 1 nuw uenmcaaon is to De signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001 CERTIFIER'S NAME LICENSE NUMBER .TLE COMPANY NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions OCT7-16-2006 10:19 AM TE OF FIELD VERIFICATION AND P.02 ,e) // 3/d Project Title Date Project ess Builder Name TAIAnhane Plan Number Sample Group Number ISlgnatu�ra�_ Da Sample House Number irm' � �� 1! a HERS Provider: C yet S r Street Address: 7 ffYd wa'ti'� CWL �� Clty/staterelp: � Copies to: Builder, HERS Provider " 4 r HERS" MJJR C!DMPLIAN E STATEMMI The house was: P Tested ❑ Approved as part of sample testing, but was not tested As the HERS rater provldin diagnostic testing and field verification, I certify that the houses identified on this form com I with the diagnostic fasted compliance requirements as checked on this form. FDlstrlbution system Is fully ducted (i.e., does not use building cavities as plenums or platform returns in lieu f ducts) Where doth backed, rubber adhesive duct tape Is Installed, mastic and drawbands are used in combination with cloth backed, rubber adhesive duct tape to seal leaks at duct connections. MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Duct Olsonostic Leakage Testing Results (Maximum 6% Duct Leakage) Measured Duct Pressurization Test Results (CFM @ 25 Pa) values . Test Leakage Flow in CFM �l If fan flow is calculated as 400cfmlton x number of tons enter value here calculated c If fan flow Is measured enter measured value here Leakage Percentage (100 x Test LeakagelFan Flow) Check Box for Pass or Fall (Pass=6% or less) ❑ ass Fail L9MERMOSTATIC EXPANSION VALVE (TXV) or Commission approved equivalent )&V s ❑ No Thermostatic Expansion Valve (or Commission approved equivalent) is Installed and Access is provided for inspection ❑ Yes is a pass pass Fail C� MINIMUM REQUIREMENTS FOR DUCT DESIGN COMPLIANCE CREDIT 1. ❑ Yes ❑ No ACCA Manual D Design requirements have been met (rater has verified that actual Installation matches values in CF -1 R and design on plan. I,Q �4 2. 13 Yes O No TXV is Installed or Fan flow has been verified. If no TXV, ► verified fan flow matches design from CF -1 R. Measured Fan Flow C� ❑ Yes for both 1 and 2 is a Pass Pass Fail INSULATION CERTIFICATE This is to certify that insulation has been installed in conformance with the current energy regulation, California Administrative Code, Title 24, State of California, in the building at 51-390 CALLE JACUMBA, LA QUINTA, CA CEILINGS: TYPE: BATTS MANUFACTURER: Certainteed THICKNESS: R-38 WALLS: TYPE: BAITS MANUFACTURER: Certainteed THICKNESS: R-13 GENERAL CONT O LICENSE # BY; TITLE: & CAW 6L PARAGO SCHMID BUILDING PRODUCTS A MASCO Company LICENSE # 221517 BY; TITLE: ACCOUNT REPRESENTIVE DATE: z 3 Z0/Z0 39dd 6Z8I00E09LT BZ:6t Z00Z/T0/Z0 CITY LA QUINTA r' BUILDI TY DEPARTMENT 2 TIO Q ST LINE ® 7- 53 Owner:iN,� A R Lx".:r'i�`°= Contractor WWNT T Btqu.�I)C ®� v Permit Numbe -1 A POST ON QBAR( 1P SPICUOUS PLACE INSPECTOR MUST SIGN LL APPLICABLE SPACES JOB ADDRESS.-'JACUM. B,r 1851 SV, SFI) f'I?}t.MIT D()E§K--o,r INCLUDE TYPE OF INSPECTION DATE INSP, TEMPORARY POWER SETBACK$ G G U/G PLUMBING /WASTE U/G ELECTRICAL/ GROUNDING - .,Q�.' - FOOTINGS / STEEL ZI; CONCRETE SLAB DO NOT POUR CONCRETE UNTIL••ABOVE•$IGNED ROOF NAIL / PRE-ROOF _ OKAY TO WRAP -"nG FRAMING COMBINATION 1 ROUGH ELECTRIC , I ROUGH PLUMBING ' ROUGH MECHANICAL i INSULATION COVER NO WORK UNTIL ABOVE SIGNED INTERIOR GYP. BD. DRYWALL•'' EXTERIOR LATH - `' ' GAS TEST - SEPTIC ABANDONMENT`; SEWER CONNECTION :'' L� SEPTIC / GREASE INTERCEPTOR MASONRY INSPECTIONS FOOTINGS / STEEL'-.--! BOND BEAM -- --POOL / SPA [WATER FEATURE INSPECTIONS P E-GUNITE / SETBACKS U/G PLUMBING U/G 'GAS ••U/G.EL CTRICAL I • PRE-..CASTER RMS / BARPiIERS FINAL IN TEM•P.U84 ' . P-F•RM NENT POWER ELECTRI , L -CSEK� PLUMBI ' '' .••, MECHANI PUBLIC W, ,. KS DEPARTMENT COMMUNIT,Y,bEVELOPMENT DEPT. >; " FINAL /JOB ,MPLETED ABOVE APPROVALS DO.,NOT INCLUDE RIGHT TO ki TU *N ON UTILITIES QR OCCUPY-BUILDING l ,- Certificate of Occupancy Twit ot Lrcavou7rv44� „s L11 C� OF'T19�7 Building & Safety Department, This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 51-390 CALLE JACUMBA Use classification: SINGLE FAMILY DWELLING Building Permit No.: 06-1092 Occupancy Group: R3 Type of Construction: VN Land Use Zone: RC Owner of Building: MARK GREEN Address: City, ST, ZIP: ---� �d By: KIRK KIRKLAND Date: OCTOBER 23, 2006 Building Official POST IN A CONSPICUOUS PLACE