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05-1977 (TT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 D Application Number: 05-00001977-. Property Address: 51751 JEFFERSON ST APN: 772 -220 -010 - Application description: TEMPORARY TRAILER Property Zoning: NEIGHBORHOOD COMMERCIAL K' Application valuation: 1000 Applicant: 4 VOICE (760) 777-7012 FAX (760) 777-7011 a B FETY DEPARTMENT INSPECTIONS (760) 777-7153 ING PERMIT . ��^ Date: 5/24/05 2 ZUUS Owner: J WATERMARK GRANITE LA QUINTA LL ,cITY OF LA QUINTA 200 E WASHINGTON AVE #100 _FINANCirr:nIefw_ ESCONDIDO, CA 92025 Architect or Engineer: r `A ------------ 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. License Class: B License No.: 7 7 i ate,�under ractor: OWNER -BUILDER DECLARATION I hereby aty of pe fury that I 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 ($5001.: (_) 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.). (_) 1, 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—) 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 Contractor: INNOVATIVE RESORT COMMUNITIES 200 E. WASHINGTON AVE, STE#100 ESCONDIDO, CA 92025 (760)123-4567. Lic. No.: 763187 ------------------ 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 Labor Code, 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 STATE FUND Policy Number 1688263-2005 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 become subject to the workers' compensation provisions of Section 370Q,of the Labor Code, I sh I forthwith comply with those provisions. o-013ate:W� pplicant: WARNING: FAILURE TO SECURE OR ERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRI INA' 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 or pursuant to 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 i 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. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county eytrpon the above-mentioned grope f in ection purposes. Date:!527C gnature (Applicant or Agent): Of Application Number . . . . . 05-00001977 Permit . . . TEMP TRAILER / MOBILE HOME Additional,desc . . Permit Fee 200.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date.. 11/20/05 Qty Unit Charge Per Extension BASE FEE 200.00 ---------------------------------------------------------------------------- Special.Notes and Comments TEMP. CONSTRUCTION TRAILER, PER MUP #2005-637. Fee summary ----------------- Charged Paid -------------------- Credited ---------- Due Permit Fee Total 200.00 ---------- .00 .00 200.00 Plan Check Total .00 .00 .00 .00 Grand Total 200.00 .00 .00 200.00 LQPERMIT { P.O. Boa 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 .May 12, 2005 Brad Fomon Innovative Communities Watermark Granite La Quinta, LLC 200 E. Washington Ave. Ste. 100 Escondido, CA 92025 SUBJECT: MINOR USE PERMIT 2005-637 Dear Mr. Fomon, . (760) 777-7000. FAX (760) 777-7101 The Community Development Department hereby approves your application request to install a temporary construction trailer on Tract 31798 (north of Palm Grove Drive and west of Jefferson Street), as shown on the attached exhibit during the construction of the facility, subject to the following conditions: 1. Once the trailer is installed, it can remain on-site for a six-month period. However, an extension of the six-month period may be applied for, with no additional fee, in writing to the Community Development Department before expiration. The Community Development Director may, after reviewing the facts, extend .the use of the trailer for another six-month period. 2. Use of the trailer shall be limited to the hours of construction as listed in the La Quinta Municipal Code (Chapter 6.-08,. Nuisances). A copy of this time schedule can be obtained from the Building and Safety Department. 3. A building permit is required for the temporary trailer and temporary electric power. Please apply to the Building and :Safety Department for a permit (760-777-7012). Written permission from the property owner is required before a building permit.can be issued. 4. The trailer shall be placed a minimum 10 -feet from the street unless otherwise approved by the Building and Safety Director. the temporary business location (e.g., minimum 2 -inch high letters in a constrasting color). 6. Provide one 2A10BC fire extinguisher inside the construction trailer and sign over the exit door which states 'Door to Remain Open During Business Hours.' 7. The trailer, if elevated off the ground, shall be skirted with metal or wood siding material. The skirting material shall be painted to match the exterior color of the construction trailer. The exterior surface's of the trailer shall be painted (or may be stuccoed) and in overall good condition. 8. No temporary signs are permitted unless separately approved by this Department. 9. No exterior lighting for the trailer is allowed unless approved by the Building and Safety Department. All security light fixtures shall be hooded to prevent light glare from being cast, onto adjacent residential properties. 10. Mounted close to the front door on the outside of the building shall be a written notice informing emergency personnel of your 24-hour emergency phone number in case of problems arise that need your -prompt attention (i.e., minimum one -inch high letters). 11. The trailer and fence shall be. removed from the site prior to the issuance of Certificates of Occupancy. 12. Provide restrooms facilities to accommodate on-site construction workers. 13. Dust control measures shall be employed if construction parking is allowed adjacent to the trailer. 14. _.-Tne-City. niay..elect.--to:--add conditions-to..this application request to mitigate any problems that may arise and are not address herein. If you have any questions, please contact me at (760) 777-7070. Very truly yours, C -�I t TIM NGrEN Assistant Planner r c: Building and Safety Department Public Works Director Code Compliance Department Sheriff's Department H s l yr l l v 1 1 1 i♦ ar si NOT TO SCALE PROJECT SPECIFIC NOTES 1. NO LEFT TURN IN FROM NORTHBOUND JEFFERSON, NO RIGHT TURN INTO PROJECT FROM SOUTHBOUND JEFFERSON. NO,LEFT TURN OUT OF PROJECT TO NORTHBOUND JEFFERSON. 2. 0.5% MINIMUM STREET SLOPE NOT APPLICABLE TO PROJECT (NO CURB AND GUTTER). 2% CROSS SLOPE. 3. ACCELERATION LANE IS NOT INCLUDED IN THE PROJECT PER CITY OF LA QUINTA REQUIREMENT 4. 7' PUE ON SITE EXCEPT AT WATERMARK VILLAS DR APPROVED BY IID PER LETTER DATED AUGUST 26, 2004 5. ISLANDS AT CUL-DE-SAC ARE DECORATIVE PAVEMENT AND ARE NOT RAISED CURB. 6. PAD ELEVATIONS OF LOTS 11, 17, 22 AND 30 WERE REVISED DUE TO THE CHANGE IN THE DRIVEWAY APPROACH AS NOTED IN PLAN CHECK. 1. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS, ALL CHANGES TO THE PLAN MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. HOLD HARMLESS INDEMNIFICATION CLAUSE: THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS ANID PROPERTY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY OF CATHEDRAL CITY, THE OWNER, AND THE PRIVATE ENGINEER HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. EXISTING UNDERGROUND STRUCTURES: ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITF-I THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH THIE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED OW PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK. NOTICE TO CONTRACTOR: CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. Q100 = 46.18 CF' n1n = 9R R4 lPq LEGEND R W 28' R/W INSTALL 36" ADS N-12 SD PIPE 180 LF . EXIST. EDGE OF PAVEMLNT TOP TOP OF SLOPE - EXIST. CONTOUR TOE TOE OF SLOPE �4 INSTALL 18" ADS N-12 SD PIPE 2051 LF WM WATER MAIN INSTALL 12" ADS N-12 SD PIPE 1580LF EXISTING SEWER MAIN SS SANITARY SEWER P.L. P.UE. EXISTING WATER MAIN TC TOP OF CURB ® S PROPOSED SEWER MAINZ FL FLOW LINE W PROPOSED WATER MAIN LP LOW POINT CONSTRUCT CURB INLET CATCH BASIN NO. 1 PER CITY OF LA QUINTA STD. DWG. 300 TFC PROFILE TFC = TP -0.27 HP HIGH POINT TRAVELWAYS. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED AND LIGHTED IN PROPOSED SEWER LATERAL TG TOP OF GRATE El___ PROPOSED WATER METER SERVICE EP EDGE OF PAVEMENT SD PROPOSED STORM DRAIN LINE � TOP OF WALL 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE Q: )W EXIST. ELEVATION m PROPOSED CATCH BASIN EG EXIST. GRADE ® PROPOSED AREA DRAIN MH MANHOLE ROUGH ED TCO TOP OF CLEANOUT y' PROPOSED CONCRETE PAVEMENT FF FINISHED FLOOR 1.5 ' ROUGH 7.5MIN. PROPOSED AC PAVEMENT TMH TOP OF MANHOLE --I TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE REMOVED BY WET BCR BEGINNING OF A CURB RETURN 14 INDICATES BUILDING NUMBER ECR END OF A CURB RETURN TEL 760-567-8799 THE CONTRACTOR/SUPPLIER IS ENCOURAGED TO REFER TO LA QUINTA'S DESIGN MIX APPROVAL PUE PUBLIC UTILITY EASEMENT SECTION FOR OVEREXCAVATION AREA PA PLANTER AREA SECTION FOR PARKING AREA. NOT APPLICABLE FOR EARTH SWALE AREAS AND DRIVEWAYS SD STORM DRAIN FLOW LINE DIRECTION TP TOP OF PAVEMENT COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC SHEET FLOW DIRECTION CY CUBIC YARDS THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. 060709 0005 B TFC TOP OF FLUSH CURB RAW 60' R/W FC FACE OF CURB �- PERIMETER WALL -p p �9��pp�� p EARTHWORK EARTHWORK 30' 30' ® RETAINING WALL DURABLE, AESTHETICALLY PLEASING IRANSITTION BETWEEN THE NEW AND EXISTING IMPROVEMENTS P.U.E. PROJECT SPECIFIC NOTES 1. NO LEFT TURN IN FROM NORTHBOUND JEFFERSON, NO RIGHT TURN INTO PROJECT FROM SOUTHBOUND JEFFERSON. NO,LEFT TURN OUT OF PROJECT TO NORTHBOUND JEFFERSON. 2. 0.5% MINIMUM STREET SLOPE NOT APPLICABLE TO PROJECT (NO CURB AND GUTTER). 2% CROSS SLOPE. 3. ACCELERATION LANE IS NOT INCLUDED IN THE PROJECT PER CITY OF LA QUINTA REQUIREMENT 4. 7' PUE ON SITE EXCEPT AT WATERMARK VILLAS DR APPROVED BY IID PER LETTER DATED AUGUST 26, 2004 5. ISLANDS AT CUL-DE-SAC ARE DECORATIVE PAVEMENT AND ARE NOT RAISED CURB. 6. PAD ELEVATIONS OF LOTS 11, 17, 22 AND 30 WERE REVISED DUE TO THE CHANGE IN THE DRIVEWAY APPROACH AS NOTED IN PLAN CHECK. 1. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS, ALL CHANGES TO THE PLAN MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. HOLD HARMLESS INDEMNIFICATION CLAUSE: THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS ANID PROPERTY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY OF CATHEDRAL CITY, THE OWNER, AND THE PRIVATE ENGINEER HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. EXISTING UNDERGROUND STRUCTURES: ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITF-I THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH THIE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED OW PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK. NOTICE TO CONTRACTOR: CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. Q100 = 46.18 CF' n1n = 9R R4 lPq STORM DRAIN R W 28' R/W INSTALL 36" ADS N-12 SD PIPE 180 LF --== - -�-- 2 INSTALL 30" ADS N-12 SD PIPE 937 LF FOMOTOR E �� 3 INSTALL 24" ADS N-12 SD PIPE 1110 LF N D E X � A P INDEX" /`„ 'y' �4 INSTALL 18" ADS N-12 SD PIPE 2051 LF , 71 INSTALL 12" ADS N-12 SD PIPE 1580LF SCALE: 1 =100 6 INSTALL 6" ADS N-12 SD PIPE 1430 LF P.L. P.UE. 14' 14' P.U.E. INSTALL 12"x12" NYLOPLAST-ADS H-25 INLINE DRAIN WITH DUCTIL IRON GRATE NORTH �8 INSTALL 8" NYLOPLAST-ADS H-25 INLINE DRAIN WITH DUCTIL IRON GRATE 0.5' TFC PROFILE=ETW PROFILEuj 0.5, INSTALL 48"X48" PRECAST DROP INLET WITH STANDARD GRATE (4848 SDI) UTILITY PURVEYORS ACCEPTED. a CONSTRUCT CURB INLET CATCH BASIN NO. 1 PER CITY OF LA QUINTA STD. DWG. 300 TFC PROFILE TFC = TP -0.27 11 INSTALL 42" ADS N-12 SD PIPE TRAVELWAYS. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED AND LIGHTED IN (n 4' 3' TFC = TP -0.28 CL PROFILE, TP LATEST EDITION OF THE CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, HEREAFTER REFERRED TO AS THE 1� CONSTRUCT SAND FILTER PER CITY OF LA QUINTA STD. DWG. NO. 370 LEACH LINE LENGTH = 70' _ Fw CONSTRUCTION NOTES AND (QUANTITY ESTIMATE TP = TFC+0.28 **2% AT PARKING AREAS ROUGH GRADING 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE Q: CONSTRUCT 5' PERIMETER SCREEN WALL PER SEPERATE PERMIT 1612 FLUSH CURB A.C. PVM'T FLUSH CURB 4' SIDEWALK 5' RETAINING WALL PER SEPERATE PERMIT 1950 L.F. 3 1 5:1 *2% // 2% 2% **2% -- - - - ® CONSTRUCT SAND FILTER PER LA QUINTA STANDARD DRAWING 9 ROUGH ED CONSTRUCT CURB INLET CATCH BASIN NO. 1 PER CITY OF LA QUINTA STD. DWG. 300 4 E.A. AND SHALL CONFORM TO SECTION 84-3, ENTITLED PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN GRADING LINE THE STATE STANDARD SPECIFICATIONS. 1.5 ' ROUGH 7.5MIN. 4. MIX DESIGN REQUIRED: SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE 7. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT OR CONFUSE C/o MATTHEW HLADEK --I TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE REMOVED BY WET GRADING LINE THE MIX CHARACTERISTICS SUCH AS: AGGRE(;ATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA), SANDBLASTING OR GRINDING. LA QUINTA 92253 AIR VOIDS, AND S -VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. TO ENSURE TIMELY APPROVAL, 8. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE TEL 760-567-8799 THE CONTRACTOR/SUPPLIER IS ENCOURAGED TO REFER TO LA QUINTA'S DESIGN MIX APPROVAL ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. *TYPICAL SECTION FOR EARTH SWALE AREA. NOT APPLICABLE FOR PARKING AREAS AND DRIVEWAYS **TYPICAL SECTION FOR PARKING AREA. NOT APPLICABLE FOR EARTH SWALE AREAS AND DRIVEWAYS SUBMITTED FOR REVIEW. 9. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT PROPOSED PRIVATE STREET SECTION (28') CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULIINQ FROM WORK OR ZONE X COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE COMMUNITY -PANEL NUMBERS NOT TO SCALE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. 060709 0005 B SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 10. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD RAW 60' R/W SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE. SHEETING WITH 3M Q100 = " Q 10 = 9. 6. NEW IMPROVEMENTS THAT JOIN EXISTING (IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER 10' " -p p �9��pp�� p EARTHWORK EARTHWORK 30' 30' 10' I DURABLE, AESTHETICALLY PLEASING IRANSITTION BETWEEN THE NEW AND EXISTING IMPROVEMENTS P.U.E. TC=TOP OF CURB P.U.E. 11. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD CUT 47,800 CY NEEDED. BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT TC=TOP OF CURB CURB PROFILE I Q100 = SUBSIDENCE 3,250 CY IS COMPLETED. HOURS PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. CURB PROFILE CL PROFILE, TP 2.6 8INSTALLATION12. URB 8.THHEECURB . SHALL BE ETCHED OR STAMPE[) SHOWING UTILITY SERVICE LATERAL LOCATIONS AS Q10 = 8 FOLLOWS: "S" FOR SEWER, "G" FOR GAS, AND "E" FOR ELECTRICAL POWER. PAINT. CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 6" CURB TP -0.05 = TC I 13. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN PVC SLEEVES TO FACILITATE EXISTING REPLACEMENT; WOOD POSTS SHALL HAVE 12" X 12" CONCRETE FILLED BLOCKOUTS AROUND THE (POST. AND GUTTER 6" CURB GROUND I A.C. PVM' AND GUTTER - X � �1y --- z ROUGH GRADING LINE------.,7.5"MIN. W Q 3<¢z 0- PROPOSED WATERMARK VILLAS DRIVE SECTION ElfQ w N❑T T❑ SCALE Q w wn PROJECT SPECIFIC NOTES 1. NO LEFT TURN IN FROM NORTHBOUND JEFFERSON, NO RIGHT TURN INTO PROJECT FROM SOUTHBOUND JEFFERSON. NO,LEFT TURN OUT OF PROJECT TO NORTHBOUND JEFFERSON. 2. 0.5% MINIMUM STREET SLOPE NOT APPLICABLE TO PROJECT (NO CURB AND GUTTER). 2% CROSS SLOPE. 3. ACCELERATION LANE IS NOT INCLUDED IN THE PROJECT PER CITY OF LA QUINTA REQUIREMENT 4. 7' PUE ON SITE EXCEPT AT WATERMARK VILLAS DR APPROVED BY IID PER LETTER DATED AUGUST 26, 2004 5. ISLANDS AT CUL-DE-SAC ARE DECORATIVE PAVEMENT AND ARE NOT RAISED CURB. 6. PAD ELEVATIONS OF LOTS 11, 17, 22 AND 30 WERE REVISED DUE TO THE CHANGE IN THE DRIVEWAY APPROACH AS NOTED IN PLAN CHECK. 1. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USE OF THESE PLANS, ALL CHANGES TO THE PLAN MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. HOLD HARMLESS INDEMNIFICATION CLAUSE: THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS ANID PROPERTY; THAT, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY OF CATHEDRAL CITY, THE OWNER, AND THE PRIVATE ENGINEER HARMLESS FOR ANY AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. EXISTING UNDERGROUND STRUCTURES: ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITF-I THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH THIE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED OW PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES STRUCTURES CONCERNED BEFORE STARTING WORK. NOTICE TO CONTRACTOR: CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. Q100 = 46.18 CF' n1n = 9R R4 lPq 100 EA 161 EA 2 EA 4 EA 75 LF 4 EA 9 EA --?wi®---------------_�� STORM DRAIN 1 INSTALL 36" ADS N-12 SD PIPE 180 LF --== - -�-- 2 INSTALL 30" ADS N-12 SD PIPE 937 LF FOMOTOR E �� 3 INSTALL 24" ADS N-12 SD PIPE 1110 LF N D E X � A P INDEX" /`„ 'y' �4 INSTALL 18" ADS N-12 SD PIPE 2051 LF , 5 INSTALL 12" ADS N-12 SD PIPE 1580LF SCALE: 1 =100 6 INSTALL 6" ADS N-12 SD PIPE 1430 LF DRAWN BY: VJS 70 INSTALL 12"x12" NYLOPLAST-ADS H-25 INLINE DRAIN WITH DUCTIL IRON GRATE NORTH �8 INSTALL 8" NYLOPLAST-ADS H-25 INLINE DRAIN WITH DUCTIL IRON GRATE �9 INSTALL 48"X48" PRECAST DROP INLET WITH STANDARD GRATE (4848 SDI) UTILITY PURVEYORS ACCEPTED. 10 CONSTRUCT CURB INLET CATCH BASIN NO. 1 PER CITY OF LA QUINTA STD. DWG. 300 2. A SEPARATE PERMIT IS REQUIRED FOR ALL_ EXCAVATIONS WITHIN EXISTING ROADWAYS AND 11 INSTALL 42" ADS N-12 SD PIPE TRAVELWAYS. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED AND LIGHTED IN 3. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS, AND SIGNS, (EXCEPT PAVEMENT LEGENDS), SHALL COMPLY WITH THE 1 CONSTRUCT HEADWALL LATEST EDITION OF THE CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, HEREAFTER REFERRED TO AS THE 1� CONSTRUCT SAND FILTER PER CITY OF LA QUINTA STD. DWG. NO. 370 LEACH LINE LENGTH = 70' _ STATE STANDARD SPECIFICATIONS AND STATE STANDARD PLANS. CONSTRUCTION NOTES AND (QUANTITY ESTIMATE ENGINEER. 4. PAVEMENT LEGENDS SHALL MATCH CITY -OWNED STENCILS. CALL CITY INSPECTOR AT (760) 777- 7075 TO MAKE ROUGH GRADING 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE ARRANGEMENTS FOR RENTAL OF CITY STENCILS OR INFORMATION REGARDING MODEL NOS, OF CITY STENCILS. CONSTRUCT 5' PERIMETER SCREEN WALL PER SEPERATE PERMIT 1612 L.F. ®CONSTRUCT 5' RETAINING WALL PER SEPERATE PERMIT 1950 L.F. 3® CONSTRUCT HEADWALL PER DETAIL ON SHEET 2 4 E.A. ® CONSTRUCT SAND FILTER PER LA QUINTA STANDARD DRAWING 9 E.A. ED CONSTRUCT CURB INLET CATCH BASIN NO. 1 PER CITY OF LA QUINTA STD. DWG. 300 4 E.A. 100 EA 161 EA 2 EA 4 EA 75 LF 4 EA 9 EA --?wi®---------------_�� ``� \� �� I ' IU. IIIL VVI\II\AVIV(\ 011M L FI\VVIUL 11IIID LI\VJIVI\ -U ✓- VV1111 n." u ii iL 1 VVIIIYL UVJ( CONTROL PLAN APPROVED FOR THIS PROJECT. -- --- --- --== - -�-- SEAL "I 1--o-Z. S/ 10'p- F04'q(� <v �. s1 r7 .Z� C� �� w 2 m et No. 47284 % Exp. 12-31-05 * �r %p CIVIL �� rF o�� OF CALIF SIGNING & STRIPING NOTES: FOMOTOR E �� PAVING NOTES 1. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT N D E X � A P INDEX" /`„ 'y' PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE , 1. ALL UNDERGROUND FACILITIES, INCLUDING tERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS, IF CITY STAFF DETERMINES THE NEWLY INSTALLED IMPROVEMENTS IMPACT THE DESIGN INTEGRITY OF SCALE: 1 =100 PHILLIP K. FOMOTOR PE., PLS. R.C.E. N0. 47284 EXP. DATE: 12/31 05 DRAWN BY: VJS COMPACTED AND TESTED PRIOR TO BASE GR4DE INSPECTION AND PAVING. THE CONTRACTOR SHALL THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT NORTH SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUf_D BY THE RESPECTIVE UTILITY PURVEYOR INDICATING COSTS, INCURRED AS A RESULT OF THE DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. THE SUBSURFACE POR11ON OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, UTILITY PURVEYORS ACCEPTED. LATEST EDITION, AND RIVERSIDE COUNTY STANDARD PLANS, LATEST EDITION, HEREAFTER REFERRED TO AS THE STANDARD FILE NO. 2. A SEPARATE PERMIT IS REQUIRED FOR ALL_ EXCAVATIONS WITHIN EXISTING ROADWAYS AND SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. COACHELLA VALLEY WATER DISTRICT VERIZON TRAVELWAYS. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED AND LIGHTED IN 3. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS, AND SIGNS, (EXCEPT PAVEMENT LEGENDS), SHALL COMPLY WITH THE (760) 398-2651 (760) 327-8614 CONFORMANCE WITH THE CALTRANS' "MANUAL. OF TRAFFIC CONTROLS FOR CONSTRUCTION AND LATEST EDITION OF THE CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, HEREAFTER REFERRED TO AS THE CHECKED BY: PKF MAINTENANCE WORK ZONES" AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY STATE STANDARD SPECIFICATIONS AND STATE STANDARD PLANS. TIME WARNER CABLE THE GAS COMPANY ENGINEER. 4. PAVEMENT LEGENDS SHALL MATCH CITY -OWNED STENCILS. CALL CITY INSPECTOR AT (760) 777- 7075 TO MAKE (760) 674-5472 (760) 323-1851 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE ARRANGEMENTS FOR RENTAL OF CITY STENCILS OR INFORMATION REGARDING MODEL NOS, OF CITY STENCILS. VERIZON IMPERIAL IRRIGATION DISTRICT COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD 5. RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 85 OF THE STATE STANDARD 760 398-581 1 (800) 483-4000 ( ) SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: SPECIFICATIONS, ENTITLED PAVEMENT MARKERS. ADHESIVE FOR PAVEMENT MARKERS SHALL CONFORM TO THE OF THE STATE STANDARD SPECIFICATIONS ENTITLED RAPID SET EPDXY ADHESIVE FOR WEARING COURSE (UPPER COURSE): IIIA -C2 -AR -4000 PROVISIONS IN SECTION 95-2.04 BASE COURSE (LOWER COURSES): IIIB-63-AF _4000 PAVEMENT MARKERS. 6. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED MATERIAL IN BOTH COATS, OWNER f DEVELOPER THE WEARING COURSE SHALL BE A 0.1 FEET THICK; THE BASE COURSE(S) SMALL CONTAIN THE AND SHALL CONFORM TO SECTION 84-3, ENTITLED PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN BALANCE OF THE REQUIRED ASPHALT CONCRkTE THICKNESS. THE STATE STANDARD SPECIFICATIONS. WATERMARK VILLAS LA QUINTA, L.L.C. 4. MIX DESIGN REQUIRED: SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE 7. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT OR CONFUSE C/o MATTHEW HLADEK CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL A COMPLETE PROPOSED MIX DESIGN IDEN11F11NG TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE REMOVED BY WET 81-360 KINGSTON HEATH THE MIX CHARACTERISTICS SUCH AS: AGGRE(;ATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA), SANDBLASTING OR GRINDING. LA QUINTA 92253 AIR VOIDS, AND S -VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. TO ENSURE TIMELY APPROVAL, 8. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE TEL 760-567-8799 THE CONTRACTOR/SUPPLIER IS ENCOURAGED TO REFER TO LA QUINTA'S DESIGN MIX APPROVAL ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CHECKLIST (FORM F082) TO ENSURE ALL REI)UIRED LAB TESTS ARE PERFORMED, CERTIFIED, AND CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH-POWER VACUUM. FEMA FEMA SUBMITTED FOR REVIEW. 9. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT 5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES AND THE A.C. BASE CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULIINQ FROM WORK OR ZONE X COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE COMMUNITY -PANEL NUMBERS EMULSIFIED ASPHALT TYPE "SS -1H" CONFOMAING TO SEC11ON 203-3 OF THE STANDARD THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. 060709 0005 B SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 10. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD GAL/YD. SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE. SHEETING WITH 3M 6. NEW IMPROVEMENTS THAT JOIN EXISTING (IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER #1160 PROTECTIVE OVERLAY FILM OR APPROVED EQUAL ALL SIGNS SHALL BE MOUNTED WITH THIEFT/VANDAL-PROOF -p p �9��pp�� p EARTHWORK EARTHWORK SATISFACTORY TO THE CITY ENGINEER. CONSITRUC110N OPERATIONS REQUIRED TO ACHIEVE A SAFE, FASTENERS. CONTRACTOR SHALL INSTALL ROADWAY SIGNS AND POSTS PER THE SIGN AND POST SCHEDULE ON THESE PLANS UNLESS OTHERWISE NOTED. DURABLE, AESTHETICALLY PLEASING IRANSITTION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAWING CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANING, AS 11. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD CUT 47,800 CY NEEDED. BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FILL 14,000 CY 7. ALL MANHOLES AND VALVE BOX FRAMES $HALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT (U.S.A.) AT 1-800-422-4133 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 SUBSIDENCE 3,250 CY IS COMPLETED. HOURS PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. SHRINKAGE 4,780 CY 8INSTALLATION12. URB 8.THHEECURB . SHALL BE ETCHED OR STAMPE[) SHOWING UTILITY SERVICE LATERAL LOCATIONS AS STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEERING DEPARTMENT PRIOR TO APPLICATION OF PERMANENT FOLLOWS: "S" FOR SEWER, "G" FOR GAS, AND "E" FOR ELECTRICAL POWER. PAINT. CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 13. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN PVC SLEEVES TO FACILITATE REPLACEMENT; WOOD POSTS SHALL HAVE 12" X 12" CONCRETE FILLED BLOCKOUTS AROUND THE (POST. D L E DIAL TWO W❑RKING BEFORE DAYS BEF❑RE YOU DIG YOU DIG TOLL FREE F(gi 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BASIS OF BEARINGS BASIS OF BEARINGS IS THE SOUTH LINE OF SOUTHEAST 1/4 OF SOUTHEAST 1/4 , SECTION 5, T. 6 S., 7 E., ALSO BEING THE CENTERLINE OF AVENUE 522 PER TRACT 24889 M.B. 210-38/52 BEING N 89'51'03" E. BENCHMARK FINISH FLOOR OF FIRST COMMUNITY BANK, SE INTERSECTION OF AVENUE 52 AND JEFFERSON ST PER GRADING PLAN BY AMIR ENGINEERS ELEV FINISH FLOOR = 28.23 FEET RECOMMENDED FOR APPROVAL BY: DATE BERRYMAN & HENIGAR PLAN CHECKER SEAL "I 1--o-Z. S/ 10'p- F04'q(� <v �. s1 r7 .Z� C� �� w 2 m et No. 47284 % Exp. 12-31-05 * �r %p CIVIL �� rF o�� OF CALIF PREPARED BY: DATE: FOMOTOR E �� DTY 0 LA QUINTA PHILLIP K. FOMOTOR PE., PLS. R.C.E. N0. 47284 EXP. DATE: 12/31 05 DRAWN BY: VJS TITLE SHEET ROUGH & PRECISE GRADING P LAN TRACT 1 `-� � ��LJ WATERMARK VILLAS SECTION 5, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. APN# 776-220-010 DATE: 12-21-04 APPROVED BY: CITY OF LA QUINTA TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 45834 EXPIRES 12-31-06 SOILS ENGINEER CRAIG S. HILL, P.E DATE EARTH SYSTEMS SOUTHWEST R.C.E. NO. 38234 EXPIRES 03-31-05 225 S. QIVIC DRIVE, SUITE 1-5 PALM SPRINGS, CA. 92262 (760) 323-1842 FAX (760) 323-1742 FILE NO. DESIGNED BY: AJGB/VJS SHEET SHEETS 1 8 CHECKED BY: PKF DATE: BY: MARK: REVISION DESCRIPTION APPR. DATE: ENGINEER