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MUP 2002-351E City of La Quinta community Developmen 78-495 Calle Tampico La Quinta, 0 o EC EL VE D t epqATAn?002 COMMUNITY DTMELOPMENT DEPARTMENT California 92253 (760) 777-7125 FAX: (760) 777-1233 OFFICE USE ONLY Case No. NA u P o Z- 3 5 � Date Recvd. -7 1'2_ � -7640V" Fee: Related Apps.: j"I?A.;(- 4 �6 7 Logged in by: PM APPLICATION FOR MINOR USE PERMIT APPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. ArrLICAN �,�,-- (Print) C- P i) MAILING ADDRESS % . 6 , 8 3 �} O Phone No. 7&. 3 V4 - 3 228 CITY, STATE, ZIP: Kyt c b6S.Fax No. -76o-9c1,6-4626_3 PROPERTY OWNER (If different) (Print) 70)� MAILING ADDRESS: ��� lfl,6x �F 41V Phone No. �/ � - � • 6 56 S- CITY, STATE, ZIP: At,W/ 4MtCi, , W! J5-321 7 Fax No. j/- X72- t V /0 PROJECT LOCATION: _781.25S_ W /AW I E t4j*"1 , Lit 4Qu 1MT4 PROPOSED USE AND/OR CONSTRUCTION (Including operational information): LocA7-F_ %Afj M QrFee-f aN serE (attach sheets if needed) LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): A 18\Minor Use Permit 7- 9-02; 3:46PM;ANORE PIERCE CORP. ;760.3466263 tt 3/ a S1 IBMISSION R EQU REMEaS: ❑ Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on -8'/2" x 11" sheet or folded down to 8%" x I F'. ❑ Filing fee for Minor Use Permit. If Sling multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT (X PpfA 7P 6 AJ SIGNATURE OF NAME OF PROP] SIGNATURE OF PROPERTY OWNERvzakl%2 IF NOT SAME AS APPLICANT:'�X)DATE (Signature provides consent for applica nt to use site for proposed activity). f ' �DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS•FOR.DENYING APPLICA'T'ION. Al Mnor Use Permit 1'd eac:BO ao of inC RECEIPT City of La Quinta, 78-495 Calle Tampico, P. r RECEIVED ADDRESS, FOR ACCOUNT L OF UNT PAID 0 1504, La Quinta CA 92253 /j'�Ei3 6 2 7 AN P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 July 31, 2003 Andrew Pierce Corporation P. 0. Box 3420 Palm Desert, Ca 92261 Ref: MUP 02-351 & MUP 03-424 Dear Mr. Pierce: �OpY (760) 777-7000 FAX (760) 777-7101 On July 12, 2002 the Community Development Department approved Minor Use Permit 02-351 to allow you to establish a temporary construction trailer at 78-255 Winnie Way. The trailer was to be removed by July 12, 2003. The construction trailer is still located on the site and must be removed unless an extension is applied for and approved by the Community Development Department. I have enclosed a Minor Use Permit Application for your use. Please fill it out and mail it back to us for processing. In addition, we are currently processing Minor Use Permit 03-424 for another one of your projects located at 53-225 Troon Trail. We are withholding this approval until you comply with the conditions from the prior permit. Please remove the trailer at 78-255 Winnie Way or submit another Minor Use Permit Application requesting a time extension for a specific time period. I hope this can be resolved in a timely manner. s Mr. Pierce Page 2 MUP 02-351 & MUP 03-424 Should you have any questions or need additional information, please call me at your earliest convenience at (760) 777-7068. Sincerely, JERRY HERMAN COMMUNITY DEVELOPMENT DIRECTOR 44Z� - 1 44a,�— MARTIN MAGANA Associate Planner c: Code Compliance Department Building & Safety Department File 1 5V�,ning Brighter Than • P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 JULY 12, 2002 Andrew Pierce Corporation P. 0. box 3420 Palm Desert, CA 92261 SUBJECT: MINOR USE PERMIT 2002-351 Dear Sirs: • (7 60) 777-7000 FAX (760) 777-7101 The Community Development Department hereby approves your request to establish a temporary construction trailer at 78-255 Winnie Way, La Quinta pursuant to Section 9.60.250 of the Municipal Code, subject to the following conditions: 1 . Mounted on the exterior of the construction trailer door shall be a written notice providing emergency personnel your 24-hour emergency phone number they can call in case problems arise that need your prompt attention (i.e., minimum 1 " high letters). 2. Install one 2A1 OBC fire extinguisher inside the front exit door of the trailer. 3. The applicant will indemnify, defend and hold harmless the City of La Quinta in case of any legal claim or litigation arising out of the City's approval of this project. The City of La Quinta will have the right to select its defense counsel at its sole discretion. 4. The City may elect to add conditions to this application request to mitigate any problems that arise not previously addressed herein. The sales trailer shall be removed by July 12, 2003, unless the Community Development Director grants an extension. G:\WPDOCS\Letters-JH\MUP351.wpd ti This decision may be appealed to the Planning Commission provided the necessary paperwork and filing fee of $175.00 are filed with this office within 15 days. If you have any questions, please contact me at 760-777-7.125. Sincerely, J RY HERMAN mmunity Development Director JH:bjs c: Building and Safety Director Code Compliance Department G:\WPDOCS\Letters-JH\MUP351.wpd v GRADING GENERAL NOTE4 1. ALL GRADING TO BE DONE IN ACCORDANCE WITH THE CITY OF LA QUINTA GRADING ORDINANCE. 2. THIS PLAN IS FOR GRADING PURPOSES ONLY. ISSUANCE OF A GRADING PERMIT BASED ON THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DRIVEWAY LOCATIONS AND SIZES, PARKING LAYOUT, BUILDING LOCATION, WALL HEIGHTS AND LOCATIONS OFF—SITE DRAINAGE FACILITIES, OR OTHER ITEMS NOT RELATED TO THE BASIC GRADING OPERATION. 3. 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 ARE REQUIRED PRIOR TO THE BUILDING PERMIT ISSUANCE. 4. ALL WALLS SHOWN ON THESE PLANS SHALL BE APPROVED BY THE DEPARTMENT OF COMMUNITY DEVELOPMENT, ISSUED A SEPARATE PERMIT AND BE INSPECTED BY THE DEPARTMENT OF BUILDING AND SAFETY. THOSE WALLS SHOWN AS RETAINING WALLS SHALL BE CONSTRUCTED TO THE CITY OF LA QUINTA RETAINING WALL STANDARDS OR BE SUPPORTED BY ENGINEERING CALCULATIONS AND DETAILS. 5. THE ENGINEER—OF—RECORD SHALL BE NOTIFIED WHEN CONSTRUCTION HAS COMMENCED. 6. IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING CONSTRUC— TION, THE ENGINEER — OF — WORK SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE DEPART— MENT OF PUBLIC WORKS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ON—SITE, OFF—SITE AND ADJACENT UTILITIES, FACILITIES AND PROPERTIES. 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PRO— TECT ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONJUCTION WITH CONSTRUCTION OF THESE GRADING PLANS. 9. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS (760) 777- 7000 AT LEAST 24 HOURS PRIOR TO COMMENCING ANY WORK. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. FOR THE LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERG— ENCY ASSISTANCE CALL: SOUTHERN CALIFORNIA EDISON COMPANY 1-800-227-2600 SOUTHERN CALIFORNIA GAS COMPANY 1-800-227-2600 GENERAL TELEPHONE COMPANY 1-800-227-2600 COACHELLA VALLEY WATER DISTRICT 398-2651 MEDIA ONE (CABLE T.V.) 340-1312 EXT. 281 11. ALL PROPERTY CORNER MONUMENTS SHALL NOT BE DISTURBED BY THE GRADING OPERATION AND RELATED WORK. ANY MONUMENT WHICH THE CONTRACTOR ANTICIPA— TES DISTURBING SHALL BE LOCATED AND REFERENCED BY A LICENSED LAND SURV— EYOR OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. ALL MONUMENTS DISTURBED OR REMOVED SHALL BE RESET BY A LICENSED LAND SURVEYOR, OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING, AT THE CONTRACTOR'S EXPENSE. 12. THESE PLANS MAY BE SUBJECT TO REVIEW AND.OR REVISION BY THE CITY OF LA QUINTA DEPARTMENT OF PUBLIC WORKS, IF CONSTRUCTION HAS NOT COMMENCED WITHIN 12 MONTHS FROM THE DATE OF APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. PVC DRAIN TC = TOP OF CURB FL = FLOWLINE TW = TOP OF WALL FS = FINISH SURFACE INV = INVERT FG = FINISH GROUND GB = GRADE BREAK F.F. = FINISH FLOOR H.P. = HIGH POINT TS = TOP OF SLOPE E.G. = EXISTING GRADE CF = CURB FACE E.C. = END OF CURVE B.S.L. = BUILDING SETBACK LINE TG = TOP OF GRATE TF = TOP OF FOOTING P.U.E. = PUBLIC UTILITY EASEMENT =CONCRETE �--• • = PROP. RETAINING WALL = PROP. SCREEN WALL ® = WATER METER = ELECTRIC BOX MH COVE 'CLEAN-OUT / + 24' DIA. C.I. GRATE AND FRAME ALHAMBRA FOUNDRY A-12000 OR APPROVED EQUAL, SET RIM 12' BELOW GRADE WITH PRECAST RISERS, PROVIDE 6' CLEAN-OUT SET TO GRADE. COMPACT BACKFILL TO 90'/. F.G. MIN. WITH TOP 12' COMPACTED TO 95% 60' DIA. PRECAST MANHOLE CONE 4' PVC SCH 40 fl —i2' PVC DOWN DRAIN OVERFLOW LINE PROPOSED 6' PVC AREA DRAIN SYSTEM t LUG PRECAST CONC. SLAB S=PER PLAN 4' CONCRETE SLAB (POURED 2' IN PLACE) EXTEND 6' INTO / r UNDISTURBED SOIL (CLASS 12're PLAN 520-C-2500 CONCRETE) INVERT AT 2' ABOVE PER 60' PRECAST PERFORATED DOWN DRAIN SOFFIT N CONCRETE RING "x 24"x 24" 3/8' TO 3/4' WASHED ROCK A NON - SLAB ELEVi in WOVEN FILTER FABRIC PER SEC. 88-103 T.G. -6' CAL. STD SPEC, SHALL BE USED BETWEEN 4" GRAVEL N.T.S. CAUTION. 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 PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS CONSTRUC77ON 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 CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES 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. THE WASHED ROCK AND UNDISTURBED SOIL 3/8' TO 3/4' WASHED ROCK ON UNDISTURBED SOIL A MINIMUM 12' THICK NOTEi ALL JOINTS ABOVE THE LEACHING AREA SHALL BE MORTAR SEALED INSIDE AND OUT PRYFXLL I%"441L % NTS � z NO. 44180 m ly-\ Exp. 6/30/05 JM A AD ELEV.: 84.80 TOP OF CURB AT THE ECR ADJACENT TO LOT 13, TRACT NO. 28867, PER CITY OF LA QUINTA STREET IMPROVEMENT PLAN ST256302, SHEET 2 OF 4 SHEETS, (STA. 10+99.66) CUT 250 C.Y. FILL 30 C. Y. EXPORT 220 C.Y. IMPORT *EARTHWORK QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN QUANTITIES FOR BIDDING PURPOSES. *EARTHWORK QUANTITIES INCLUDE 70 CY CUT FOR POOL AND SPA AND DO NOT INCLUDE FOOTING EXCAVATIONS. 2"(01POGRAPHY TOPOGRAPHIC SURVEY PERFORMED BY MCGEE SURVEYING. PREPARED UNDER THE DIRECT SUPERVISION OF KURT M. SAXON R.C.E. 44180 EXP. 6/30/05 COPYRIGHT 2002 O � n coo O co 00 co QQ q o D O -� Q � � O W � tit, N i LT.1 tr EJ DRAWN DF CHECKED KMS DATE 07/02/02 SCALE NIA SES JOB NO. 01-1800-263X MSI JOB NO. 2538 SHEET NO. G1 52nd AVE QST ENTRY GATEHOUSE N.T.S. 0 v w o m N CONST TICTI® CT S CT CLUBHOUSE a DESCRIPTION R OAK TURN CONSTRUCT 4" THICK A C.C. DRIVEWAY. COLOR AND CLARET -LEGAL COVE 675 SF. LOT 13, TRACT 28867 TAINS ?,Cl WNNIE WAY M.B. 276/PAGES 69-7$ o m SAWCUT EX. CURB HORIZON TALL Y AND CONSTRUCT DWY. APP. "TE PER RIVERSIDE COUNTY STD. 207. W=16.3' X=3' 116 SF. w 0 O INSTALL 4" PVC (SDR 35). 480 L.F. TROON TRAIL Q INSTALL 12"X12" NDS AREA DRAIN. 464,7TERS �RCLe EA. 78-255 WINNIE WAY MH COVE 'CLEAN-OUT / + 24' DIA. C.I. GRATE AND FRAME ALHAMBRA FOUNDRY A-12000 OR APPROVED EQUAL, SET RIM 12' BELOW GRADE WITH PRECAST RISERS, PROVIDE 6' CLEAN-OUT SET TO GRADE. COMPACT BACKFILL TO 90'/. F.G. MIN. WITH TOP 12' COMPACTED TO 95% 60' DIA. PRECAST MANHOLE CONE 4' PVC SCH 40 fl —i2' PVC DOWN DRAIN OVERFLOW LINE PROPOSED 6' PVC AREA DRAIN SYSTEM t LUG PRECAST CONC. SLAB S=PER PLAN 4' CONCRETE SLAB (POURED 2' IN PLACE) EXTEND 6' INTO / r UNDISTURBED SOIL (CLASS 12're PLAN 520-C-2500 CONCRETE) INVERT AT 2' ABOVE PER 60' PRECAST PERFORATED DOWN DRAIN SOFFIT N CONCRETE RING "x 24"x 24" 3/8' TO 3/4' WASHED ROCK A NON - SLAB ELEVi in WOVEN FILTER FABRIC PER SEC. 88-103 T.G. -6' CAL. STD SPEC, SHALL BE USED BETWEEN 4" GRAVEL N.T.S. CAUTION. 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 PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS CONSTRUC77ON 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 CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES 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. THE WASHED ROCK AND UNDISTURBED SOIL 3/8' TO 3/4' WASHED ROCK ON UNDISTURBED SOIL A MINIMUM 12' THICK NOTEi ALL JOINTS ABOVE THE LEACHING AREA SHALL BE MORTAR SEALED INSIDE AND OUT PRYFXLL I%"441L % NTS � z NO. 44180 m ly-\ Exp. 6/30/05 JM A AD ELEV.: 84.80 TOP OF CURB AT THE ECR ADJACENT TO LOT 13, TRACT NO. 28867, PER CITY OF LA QUINTA STREET IMPROVEMENT PLAN ST256302, SHEET 2 OF 4 SHEETS, (STA. 10+99.66) CUT 250 C.Y. FILL 30 C. Y. EXPORT 220 C.Y. IMPORT *EARTHWORK QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN QUANTITIES FOR BIDDING PURPOSES. *EARTHWORK QUANTITIES INCLUDE 70 CY CUT FOR POOL AND SPA AND DO NOT INCLUDE FOOTING EXCAVATIONS. 2"(01POGRAPHY TOPOGRAPHIC SURVEY PERFORMED BY MCGEE SURVEYING. PREPARED UNDER THE DIRECT SUPERVISION OF KURT M. SAXON R.C.E. 44180 EXP. 6/30/05 COPYRIGHT 2002 O � n coo O co 00 co QQ q o D O -� Q � � O W � tit, N i LT.1 tr EJ DRAWN DF CHECKED KMS DATE 07/02/02 SCALE NIA SES JOB NO. 01-1800-263X MSI JOB NO. 2538 SHEET NO. G1 N.T.S. CONST TICTI® CT S ANTIT.�S �'� � ' �.� EECENE °oaarP��Ii�Pd DESCRIPTION (1 CONSTRUCT 4" THICK A C.C. DRIVEWAY. COLOR AND -LEGAL FINISH PER ARCH. PLANS 675 SF. LOT 13, TRACT 28867 M.B. 276/PAGES 69-7$ ® SAWCUT EX. CURB HORIZON TALL Y AND CONSTRUCT DWY. APP. PER RIVERSIDE COUNTY STD. 207. W=16.3' X=3' 116 SF. O INSTALL 4" PVC (SDR 35). 480 L.F. ADDRESS Q INSTALL 12"X12" NDS AREA DRAIN. 7 EA. 78-255 WINNIE WAY O INSTALL 6"X6" NDS AREA DRAIN. 15 EA. LA QUINTA, CA 92253 © INSTALL 3" DIA. BRASS DECK DRAIN (NDS 19098). 4 EA. 1✓ ASSESSOR PARCELNO. �7 INSTALL DRYKELL PER DETAIL HEREON. 1 EA. ,L ® INSTALL BUBBLER4OX PER DETAIL HEREON. 1 EA. 09 OUTLET 4" PVC THROUGH WALL AT GRADE 2 EA. OWNER PER NOTE: CONTRACTOR TO CONNECT ROOF DRAINS WILLIAM AND PAT BLAKE INTO UNDERGROUND SITE DRAINAGE SYSTEMS. 55-598 RIVIERA LA QUINTA, CA 92253 MH COVE 'CLEAN-OUT / + 24' DIA. C.I. GRATE AND FRAME ALHAMBRA FOUNDRY A-12000 OR APPROVED EQUAL, SET RIM 12' BELOW GRADE WITH PRECAST RISERS, PROVIDE 6' CLEAN-OUT SET TO GRADE. COMPACT BACKFILL TO 90'/. F.G. MIN. WITH TOP 12' COMPACTED TO 95% 60' DIA. PRECAST MANHOLE CONE 4' PVC SCH 40 fl —i2' PVC DOWN DRAIN OVERFLOW LINE PROPOSED 6' PVC AREA DRAIN SYSTEM t LUG PRECAST CONC. SLAB S=PER PLAN 4' CONCRETE SLAB (POURED 2' IN PLACE) EXTEND 6' INTO / r UNDISTURBED SOIL (CLASS 12're PLAN 520-C-2500 CONCRETE) INVERT AT 2' ABOVE PER 60' PRECAST PERFORATED DOWN DRAIN SOFFIT N CONCRETE RING "x 24"x 24" 3/8' TO 3/4' WASHED ROCK A NON - SLAB ELEVi in WOVEN FILTER FABRIC PER SEC. 88-103 T.G. -6' CAL. STD SPEC, SHALL BE USED BETWEEN 4" GRAVEL N.T.S. CAUTION. 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 PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS CONSTRUC77ON 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 CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES 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. THE WASHED ROCK AND UNDISTURBED SOIL 3/8' TO 3/4' WASHED ROCK ON UNDISTURBED SOIL A MINIMUM 12' THICK NOTEi ALL JOINTS ABOVE THE LEACHING AREA SHALL BE MORTAR SEALED INSIDE AND OUT PRYFXLL I%"441L % NTS � z NO. 44180 m ly-\ Exp. 6/30/05 JM A AD ELEV.: 84.80 TOP OF CURB AT THE ECR ADJACENT TO LOT 13, TRACT NO. 28867, PER CITY OF LA QUINTA STREET IMPROVEMENT PLAN ST256302, SHEET 2 OF 4 SHEETS, (STA. 10+99.66) CUT 250 C.Y. FILL 30 C. Y. EXPORT 220 C.Y. IMPORT *EARTHWORK QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN QUANTITIES FOR BIDDING PURPOSES. *EARTHWORK QUANTITIES INCLUDE 70 CY CUT FOR POOL AND SPA AND DO NOT INCLUDE FOOTING EXCAVATIONS. 2"(01POGRAPHY TOPOGRAPHIC SURVEY PERFORMED BY MCGEE SURVEYING. PREPARED UNDER THE DIRECT SUPERVISION OF KURT M. SAXON R.C.E. 44180 EXP. 6/30/05 COPYRIGHT 2002 O � n coo O co 00 co QQ q o D O -� Q � � O W � tit, N i LT.1 tr EJ DRAWN DF CHECKED KMS DATE 07/02/02 SCALE NIA SES JOB NO. 01-1800-263X MSI JOB NO. 2538 SHEET NO. G1 -BENCHMARK T.B.M. ELEV.: 84.80 TOP OF CURB AT THE ECR ADJACENT TO L 0 T IJ, TRACT NO. 28867, PER CITY OF LA QUINTA STREET IMPROVEMENT PLAN ST25002, SHEET 2 OF 4 SHEETS, (STA. 10+99.66) LOT 12 VACANT (APPROVED PAD=88.0) c .'v ti� 00 T 4 14 r` L_ U l l `� RETAINING / 50REEiv WALL rPER ARCH. PLANS (APPROVEEDDPA !/- PA D=88.0) X 4" HIGH RETAINING 6' SCREEN / 2' RETAINING % WALL WALL PER ARCH. PLAN !6' SCREEN OAL L PLANS _ 4 / / //-- PER ARCH. PLANS PER ARCH PLANS 10 GRAPHIC SCALE 5 10 20 ( IN FEET ) 1 inch = 10 ft. EXIST. 6" CURB •�8)& GUTTER `~ \ �C) (PROTECT), -'--2' RETAINING/P.CANTER WALL \ PER ARCH PICANS R= 50' / L= .75' rgt=15 66' 7 �=4476'38 A 40 � EPHONE ITiLii iiF `! L L_J y \� \ ~ ILA C! !rn e rL (IfiIL & rAQ1 SSMH / L 14.66 \, =7.57' \ =3479'43" /0r EX. SEWER / j LATERAL f f/ 8112.00' L=20.81' Ton=10.43' �=10;38'40' SPIKE & 44SHER uj NO. 44180 rri Ce Exp. 6/30/05 P 9T CIV1� FBF CALL F� CONSTRUCTION NOTES ( CONSTRUCT 4" THICK P. C. C. DRI VEWA Y. COLOR AND FINISH PER ARCH. PLANS Q SAWCUT EX. CURB HORIZONTALLY AND CONSTRUCT DWY. APP. PER RIVERSIDE COUNTY STD. 207. W==16.3' X=3' O INSTALL 4" PVC (SDR 35). ® INSTALL 12"X12" NDS AREA DRAIN. Q INSTALL 6"X6" NDS AREA DRAIN. © INSTALL 3" DIA. BRASS DECK DRAIN (NDS # 9098). 07 INSTALL DRYWELL PER DETAIL ON SHT. 1. �8 INSTALL BUBBLER BOX PER DETAIL ON SHT. 1. ® OUTLET 4" PVC THROUGH WALL AT GRADE NOTE: CONTRACTOR TO CONNECT ROOF DRAINS INTO UNDERGROUND SITE DRAINAGE SYSTEMS. PREPARED UNDER THE DIRECT SUPERVISION OF KURT M. SAXON R.C.E. 44180 EXP. 6/30/05 COPYRIGHT 2002 Tl TrY TA l lJA:.N l ITl I LL EJ DRAWN DF CHECKED KMS DATE 07/02/02 SCALE 1"_10 SES JOB NO. 00-1800-263X MSI JOB NO. 2538 SHEET NO. G 2