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04-6957 (SFD)p 1 P.O. Box 1504 7.8-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING PERMIT BUILDING & SAFETY DEPARTMENT (760),777-7012 FAX (760) 777-7011 INSPECTION REQUESTS (760) 777-7153 Application Number. . . . . . �4 00006957 Date 11/08/04 Property Address . . . . . 51315 CALLE KALIMA APN: - 770-166=015-3 - -00-0000- Application description . . DWELLING - SINGLE FAMILY DETACHED Property Zoning MEDIUM DENSITY RES Application valuation 119569 Owner Contractor ------------------------ ------------------------ POWER FINANCE CONTEMPORARY HOMES INCORP P.O. BOX 134 P.O. BOX 1141 LA QUINTA. O 922 LA QUINTA CA 92253 WCC: STATE FUND DEC 20 2004 WC: 16764082004 07/01/05 CSLB: 736920 03/31/05 CITY OF LAQUINTA CCC: B . ------ Structure Inf S-" !WM ILY DWELLING ----- Construction Type TYPE V - NON RATED Occupancy Type . . . . . . DWELLG/LODGING/CONG <=10 Flood Zone . . . . . . . FLOOD ZONE AO Other struct info . . . . . CODE EDITION 2001 CBC 4 BEDROOMS 3.00 FIRE SPRINKLERS NO GARAGE SQ FTG 480.00 PATIO SQ FTG 34.00' NUMBER OF UNITS 1.00 FIRST FLOOR SQ FTG' 1918.00 ---------------------------------------------------------------------------- Permit . . . . . BUILDING PERMIT Additional desc Permit Fee . . . . 709.50 Plan Check Fee 461.18 Issue Date* . . . . Valuation . . . 119569 Qty Unit .Charge Per Extension BASE FEE 639.50 20.00 3..5000 THOU BLDG 100,001-500,000 70.00 ----------------------------------------------------7----------------------- Permit . . . . . . MECHANICAL Additional desc Permit Fee . . . . 59.00 Plan Check Fee 14.75 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 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• .i P.O. Box 1504 • �� VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 Ot INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: _ O q — 6 g5? Applicant: Applicant's Mailing Address: Date: 1,2 2D'oy Architect or Engineer: Architect or Engineer's Address: 1A Lic. No.: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. censee Cllass%1--cicense No. < OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that xempt from the Contractors' 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 Contractors' 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).): U 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 or 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.). U 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.). U I am exempt under Sec. , BA P.C. for this reason Date WORKERS' COMPENSATION DECLARATION 1 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 Labor Code, for the performance of the work for which this permit is issued. h e 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 ssued;, f y wo ers' comp sation i nce carrier and,' icy number a O ame LL�� olicy Number f �/)' I certify th the performance of the work for which this pe it issued, I shall not employ any person in any manner so as to become subject to the workers' comp ation laws of California, and pgree that, if I should becomes ect to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisiW. —2a - WARNING: FAILUR TOS E WORKERS' COMOENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TOONE-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. 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 �_� 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 or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall, defend, indemnity 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 informatio is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter on the above mentioned property for inspection purposes. w Page 2 Application Number . . . . . 04-00006957 Date 11/08/04 Qty Unit Charge Per Extension 1.00 ----------- 6.5000 EA MECH EXHAUST HOOD 6.50 ----------------------------------------------------------------- Permit . . . . . . ELEC-NEW RESIDENTIAL Additional desc Permit Fee . . . . 106.73 Plan Check Fee 26.68, Issue Date . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 1918.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 67.13 480.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 9.60 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 Qty Unit Charge Per Extension BASE FEE 15.00 10.00 6.0000 EA PLB FIXTURE 60.00 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 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE FEE 15.00 Special Notes and Comments 1918 S.F. SFD PERMIT DOES NOT INCLUDE BLOCK WALL,POOL/SPA OR DRIVEWAY APPROACH ------------------------2--------------------------------------------------- Other Fees . . . . ... . . . ART IN PUBLIC PLACES -RES .00, DIF COMMUNITY CENTERS -RES 97.00 DIF CIVIC CENTER - RES 366.00 t Page 3 Application Number . . . . . 04-00006957 Date 11/08/04 ---------------------------------------------------------------------------- Other Fees . . . . . . . ENERGY REVIEW FEE 46.12 DIF FIRE PROTECTION -RES 97.00 GRADING PLAN CHECK FEE .00 DIF LIBRARIES - RES 225.00 DIF PARK MAINT FAC - RES 5.00 DIF PARKS/REC - RES 502.00 STRONG MOTION (SMI) - RES 11.95 DIF STREET MAINT FAC -RES 15.00 DIF TRANSPORTATION - RES 1098.00 Fee summary Charged Paid Credited Due ----------------- Permit Fee Total ---------- 1019.23 -------------------- .00 ---------- .00 1019.23 •Plan Check Total 534.86 250.00 .00 284.86 Other Fee Total 2463.07 .00 .00 2463.07 Grand Total 14017.16 250.00 .00 3767.16 t At'the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered Ikwa 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooldng, eating�on) or replacement additions under 5 mes. It has been determined that the above-named owner is exemptfrom ) replacement mobile ho 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 1,918 S.F. or $4,296.32 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 C/C-Valley Independent Bank, Amanda Velez Check No. 319896 Name on the check Telephone Funding Residential By Dr. Doris Wilson Superintendent 'Fee collected /exempted by Patr"cia Barbuzza Payment Recd 0.00 $4,296.32 Over/Under Signature G-; , P/at NOTICE: Pursuant to Government Code Sectio646bMd)(t), 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 Districts) or to another public entity authorized to coiled 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 t,7-10�1-2005 10:28 PM CERTIFICATE OF FI; P�ectlit f Projer#,Address ater LD AN Telephone e4,4�_�L 1Q -D e C. f 'o♦ Street Address: ClrC 4P Copies to: Builder, HERS Provider Builder NaTe Plan Numb i9r Sample Group Number 11 Sample H�ofus_e Number HERS Provider: City/State/zlp: Z- P.01 CF -4R HEBS RATER COMPLIANCE The house was: Tested ❑ Approved as part of sample testing, but was pIof tested ed As the HERS raterroviding diagnostic testing and field verification, I certify that the .louses identified on this form. co with the diagnostic Tested compliance requirements as checked on this form.' JM Distribution'system Is fully ducted (Le., does not use building cavities as plenur11 is or platform returns In lieu f ducts) Where cloth backed, rubber adhesive duct tape Is Installed, mastic and drawbglnds are used in combination with cloth backed, rubber adhesive duct tape to seal leaks at duct connections11Sf-m-INIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIAN ;E CREDIT Duct Diagnostic Leakage Testing Results (Maximum 6% Duct Leakage) �I Duct Pressurization Test Results (CFM ® 25 Pa) assuredvalues Test Leakage Flow In CFM If fen flow is calculated as 400cfm/ton x number of tons enter calculated value here If fan flow is measured enter measured value here Leakage Percentage (100 x Test Leakage/Fan Flow) Check Box for Pass or Fall (Pass=6% or less) ❑ ❑ Pass Fail TIIERMOSTATIC EXPANSION VALVE (TXV) or Commission approved equivali:nt U II Yes ❑ No Thermostatic Expansion Valve (or Commission approved equivalent) Is Installed and Access Is provided for Inspection I [] Yes Is a pass �I ❑ MINIMUM REQUIREMENTS FOR DUCT DESIGN COMPLIANCE CREDIT 0ass Fall 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 2. O Yes ❑ No TXV is installed or Fan flow has been verified. If no TXu,, �v/j/l verified fan flow matches design from CF -1 R. Measured Fan Flow = Yes for both 1 and 2 is a Paiss13 Pass Fall e r 4 L\ 78-495 CALLE TAMPICO• LA QUINTA, CA 92253 (760) 777-7075 APPLICATION FLOOD PLAIN DEVELOPMENT PERMIT BUILDING SITE LOCATION FLOOD ZONE "AO' - DEPTH 1 51-315 Ca-t'e I�0.1 1 COMMUNITY- PANEL NUMBER ,r�11 060709 0005 B L oti (St L) -\k� C R � Z Z S 3 Map Revised: 8/19/1991 APPLICANT INFORMATION SECTION APPLICANT NAME APPLICANT p.�. R pX— ADDRESS (MAILING ADDRESS, NOT THE BUILDING SITEI LQ C� S 3 DAYTIME.TELEPHONE NO. ( INSTRUCTIONS 1. A Flood Plain Development Permit is required by LOW Section 8.11.040(A). The Applicant should complete the Applicant Information portion of this application and submit it to the Engineering Department along with the required documentation noted hereon at the same time the Precise Grading 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 Precise Grading Plan for review and approval containing all information required by the checklist shown on the back of this application. 3. Documentation required for STEP 2 OF 2 APPROVAL prior to receiving Flood Plain Development Permit approval. Note, this approval occurs after forms for the lowest habitable floor are set and before the Building & Safety Department authorizes foundation construction. • Submit a completed FEMA "Elevation • Certificate" form to the Engineering Department. • Submit 95% relative density. soils compaction certification to the Engineering Department. STEP 1 OF 2 APPROVAL STEP 2 OF 2 APPROVAL The Precise Grading Plan submitted for this application has been All requirements have been satisfied. This Flood Plain reviewed and found to contain all data required to satisfy the Development Permit is approved. requirements of LQMC 8.11 The proposed dwelling is eligible to receive a building permit upon satisfying all other Building & Safety Department requirements. AUTHORIZED SIGNATURE ' A AUTHORIZED SIGNATURE DATE La Quinta Engineering Department La Quinta Engineering Department FILE: Upon Step.2 approval, original goes in "Flood Plain Development Permit" file; copy goes to Applicant F090 REV -2 7/00 ��T7�TT��Z"AT N0rpT 7Q 1, ALL WORK SHALL BE DONE IN ACCORDANCF 00TH THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS ORDINANCE NO. 461' LATEST ED|TION, 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY HE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. J. THEL0�A�ON 0F EX)��NG UNDERGROUND UTILITIES ARE SHOWN IN AN APPROX|NATE WAY 0NLY' THE CONTRACTOR SHA[[ DETE�M|NE THE EXACT LOCATION �F �i[ �X|��NC UTILITIES BEFORE C0��ANC|NC 0@RK. HE AGRRES TO 8E FULLY ESP0N8|ALE FOR ANYAND AlL DAMAGE WHICH MIGHT BE OCCA4_10NED BY H�� FAILURE T0 EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL REPLACEMENT OR RELOCATION OF ALL REQULAT8RY. WAR|NC AND GUIDE SIGNS. 5. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER, TRAFFIC STRIPING, [ECENO3 AND PAVEMENT MARTKERS, TYPE AND LOCATIONS SHALL BE APPROVED BY THE CITY ENGINEER. O. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS' OR FOUND DURING COMSTRUCTI0N, REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 53,066, OR A LICENSED LAND SURVEYOR ONLY. 7. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT NO. . DATED PREPARED BY TEE LEPHO ME . O. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING DR CLEARING AND EACH PHASE OF CONSTRUCTION AT /780\ 777-7075^ AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 9, DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURE, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO, PREVENT PONDING, WATER AND DAMAGE T0 ADJACENT PROPERTY. 10. C0NSTRUCT|ON OPERATIONS AND MAINTENANCE OFEQUIPMENT WITHIN ONE HALF MILE 0FHUMAN OCCUPANCY SHALL 8E PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 38TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6-00 AM TO 7:00 PM SATURDAY 8: 00 AW TO 5: 00 PW WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL HOLIDAY. 11. AFTER CI EA 80S�N� GROUND �HALL BE SCARIFIED TO A MINIMUM OF 0" ON THE ENTIRE SITE OR AS RECOMMENDED BY SOILS REPORT. 12. MAXIMUM CUT AND FILL SLOPES = 2:1. 13. PADS SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY PER A.3.7.M. SPECIFICATIONS AND ABOVE MENTIONED SOILS REPORT. 14. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2y� DRAINAGE 3VVALES SHALL BE A MINIMUM OF 0.3" DEEP AND BE CONSTRUCTED A MINIMUM OF 2` FROM THE TOP OF CUT OR RLL SLOPES. MINIMUM SLOPE OF 3WALES5HAiL BE D.50%. 15. COMPACTION WITH IN THE BUILDING PAD MUST BE AT OR ABOVE 95% COMPACTION BASED ON ASTM D1557. 18. ALL STREET3ECTlONS ARE TENTATIVE, THE MINIMUM SECTION IS J" & 4'5" CRUSH A.B., ADDITIONAL SOIL TEST SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. CITY ENGINEER TO APPROVE FINAL STREET SECTION. 17. LOCATIONS 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 -10 PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CR|�CAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 18. ALL UNDRQROUND FACILITIES, WITH LATRAL3, SHALL BE /N PLACE AND INSPECTED PRIOR T8 PAVING. INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER. ELECTRIC, GAS AND DRA|NAGE. 19. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECTS0|L ENGINEER SHALL INCLUDE AN APPROVAL �TATFWENTTHAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 20. THE FIN AL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF HELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE \N -PLACE DENSITY, WHETHER SAND 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 A3 A RESULT OF THE GRADING OPERATION. CLEARING IS TUBE DONE TO THE SATISFACTION OF THE CITY ENG|NEER, 22^ BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT. 23. ALL CONSTRUCTION AREAS SHALL BE PROPERLY PD3TED AND LIGHTED IN CONFORMANC[ WITH THE STATE MANUAL OF WARNING --SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON H|CH0WY3. IN ORDER TO ELIMINATE ANY HAZARDS. 24. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING T0 INSURE COMPLIANCE WITH THE PLAN" SPECIFICATION-, AND CODE WITHIN THEIR PURVIEW. 25. THE DESIGN CIVIL ENGINEER SHLEXRC|5E3UFF|QEATCONTROLDUR|NG (GRADING AND PALE CONSTRUCTION TO N5URE COMPLIANCE THE PLANS, SPEC|F|OATIOMS, AND CODE YNTH|M HIS PURVIEW. 2O. THE CITY EMG|NEEER WILL REVIEW FOR APPROVAL THE FINAL 3TRET SECTIONS AFTER SUBMITTAL Or "R" VALUE TESTS FD ROADWAY SUBBASE. 27. THE OONTRACTOR IS REQP0HS!BLE TO PREVENT 3|[TCONTAMINATION OF STORIIWAT17R INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE C0NTRACTORSHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TE8TDES|ONED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 28. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURE AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. �� P OF CURB FL �Or�� TW �P OF�� y�� F]0/�ID�D }�l/OR FG FI8U�lI8]9 C}�|l0� MG NATURAL GRADE �--' >� HP ��r�I�` FS SURFACE rC/\LE 1°=10/ GB BREAK 0 3 16 26 36 « _ Nu U11 r:14 _ _ ' � | A VE -NUE 52 / � | A . / 150 GA T ICIIVIMY Ir r_1 T 1APLLOI-M PROPANE K 60" LEQ SPACING YN |`` 3p" DIAMETER 7-10" LENGTH No S[�T�' � �� 23/ ~`` LOT � 3 HEIGHT HOOD 314 LB'E'. WEIGHT Y\�O�/�S BROS. 8491,-7 - _ _.._ x 1-10 TE THE SO/LS ENGINEER AND ENCIIVEERIIVG GEOLOGIST SHA -ILL EXERCISE /p 1-5'BSI- CONTROL DURING GRAD/NG TO }lNS[[}E COMPLIANCE WITH THE PYA/NS, SPECIF/CAYIO-VS. AND CODE[[0 REMOVE E\YISTING WALL-,!, 102.5OFS WITHIN THEIR PUR171EW COMPACTION WITH IN THE'PAD M7�T BE AT OR ABOVE 95� COMPACTION �AS1,7D ON ASTIJ 71557. X CA THESlOILS �V�/��! ��d7I�� [�� /�Y�� Ila 0wMawl, I 8TAT/'VC AT MIX. THE FO/LOW7AIG: 102.1 FG 102.49FS LOWEST HABIU� °THE FILL HAS BEEN' PLACED ACCORDING TO THE HID� PRECISE CRA{l/MIC PLAIVS.^' -��LOT ELEVATION �.|\FF \ I '_T 22 __1 0r.9 0 FS / -��^� 1O�OO�� 77 '^~''^-' E'`'`''''`' EL-`'`''~' 102.90 L ON THE LOT. - -- �� Q �� 6 �k I��6 @A Public �� n*a��vw~°"�='�~.��_'- ~, , 1. APPROVED TT}�J��(ll�Tl� Service hl�� \/��kl~^� �~'��^^�� °� Vi~~, l�1~1�� BEWHYARK TBA ELEV: 41-99 CLUB PTACT UNIT NO. 1, U.B. 19175, PER CITY OF LA QUINTA Call: All. m1 0 111 FREE 1 SHEETS, STA. 1J+8692. 1-800 -�� /�� rJry r}�� / -��k/� ,CONSTRUCTION JVOTES CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT, HEIGHT AS SHOWN ON PLAN3. /D , 3AVYCUT AND REMOVE EXISTING 6 CURB 8: GUTTER PER LIMIT SHOWN ON PLAN. CONSTRUCT 6" �|N' THICK P.C.C.DRIVEWAY APPROACH CC' ' PER CITY OF LA QUINTA STD. #211. PER SEPARATE PLAN AND PERMIT. \+� CONSTRUCT 6" MIN. THICKNESS P.O.C. DRIVEWAY.. OMIT ONE BLOCK ATBASE FOR DRAINAGE LEGAL �.LOT 3, BLOCK 2, M,l, 20//K0m ERY` CLUBTRA/'T 77N7qn 2 / 0c b ��_��_/�� y(L/ �QU �y� PREPARED UNDER THE SUPERVISION OF /��-6r EXP. DATE 12/31/200155 c^ � 8 | 'v�.o�ro u '/- /��L��/�o��| 101.7F� ` A �PPRDVED 'OR PERMITTING: TOM HARTUNG DATE BUILDING AND CAFE -TY DIRECTOR CITY OF LA QUINTA 0 LO CD � RN|�HBJ �LU0K ' ||J 08.30TW 11,7 8.3 ELEVATION H & »24� � � r"'LANNING3 AND ZONING COMPLIANCEi THOMAS P. GENOVESE DATE [TTY MANAGER/INTERIM COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA (? 7q�l7 � (�. �}11 �} ��l��J- /�1__ 9f�� CALLE 7 Z7 �'� �� .��/�� &.�LIMA 7 ^ yY � � �] � �� -� �V��l1�� t� �-� ��^^~�� T �� J� Z� �� C I TV -i L �N GANINRE a 1RU P -7w PAT.mDpqERT 45-175 Panorama Suite A-1, Palm Desert, C&92260 Phone: ��R�(760) 3405597 EARTHWORK QUANTITY E3T /�/�'- y� jn�� /1 ^n�� /�-- �� v/�, �[2l�l/-- �� C/� NOTE.- THE ABOVE QUANTITES ARE FOR ESTIMATION 0pFEES ONLY CONTRACTOR TO DETERMINE ON KIS OWN PRIOR TO SUBMITTIMU BIL) TO OWNER v~ �� 11T.��, THOMAS 1JL/l' 1' 1iY �� 23D `� f�� l� ��V8. �� /� � � 92253 �� k�L/ QUINTA, � i '�, � �� (76ufl)501-4-8470 Engineering PRE r -ISE G"RADING PLAN f"I CHECK: DATE: It co N _--�- m«1OO�0 7 1.4 | �\ (? 7q�l7 � (�. �}11 �} ��l��J- /�1__ 9f�� CALLE 7 Z7 �'� �� .��/�� &.�LIMA 7 ^ yY � � �] � �� -� �V��l1�� t� �-� ��^^~�� T �� J� Z� �� C I TV -i L �N GANINRE a 1RU P -7w PAT.mDpqERT 45-175 Panorama Suite A-1, Palm Desert, C&92260 Phone: ��R�(760) 3405597 EARTHWORK QUANTITY E3T /�/�'- y� jn�� /1 ^n�� /�-- �� v/�, �[2l�l/-- �� C/� NOTE.- THE ABOVE QUANTITES ARE FOR ESTIMATION 0pFEES ONLY CONTRACTOR TO DETERMINE ON KIS OWN PRIOR TO SUBMITTIMU BIL) TO OWNER v~ �� 11T.��, THOMAS 1JL/l' 1' 1iY �� 23D `� f�� l� ��V8. �� /� � � 92253 �� k�L/ QUINTA, � i '�, � �� (76ufl)501-4-8470 Engineering PRE r -ISE G"RADING PLAN f"I CHECK: DATE: It