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PG2021-0004Q Pie& � } In a Na VE87 m °' o U6 0 oC? 2 Cn SITE a z �'0'� Mo CL AIRPORT J�G��J WEISKOP �� 0 d. VICINITY MAP N.T.S. CONSTRUCTION NOTES PPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA NOTE= SEPARATE PERMITS FROM THE G� BUILDING AND SAFETY` ? DEPARTMENT SHALL BE A. J. ORTEGA DATE CHERI FLORES DATE REQUIRED FOR ALL WALLS. TRACTNOS. BUILDING OFFICIAL PLANNING MANAGER NOTE REGARDING GRADES- GENERAL NOTES CITY OF LA QUINTA CITY OF LA QUINTA UNLESS OTHERWISE STATED: 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE FINISHED GRADE AROUND BUILDINGS = PE APPROVED ROUGH GRADING PLAN AND A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH THE FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC CITRINE PRECISEBASIS OF BEARING' LOT ON THE PLAN, ONLY IF, A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. THE BEARINGS SHOWN HEREON ARE 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. BASED UPON THE WEST LINE OF TRACT 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER MAP No. 28034, AS FILED IN BOOK IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS 258, PAGES 69 AND 70 OF MAPS, GR= s DING A ND PA VING PL A N ' DEPARTMENT. OFFICIAL RECORDS IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING NORTH 00'12'16" WEST. QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) Ot SAWCUT EXISTING AC PAVEMENT OR PCC. 1,509 L.F O2 REMOVE EXISTING AC PAVEMENT. 2,118 S.F. O REMOVE EXISTING CURB AND GUTTER. 1,060 L.F. ELECTRIC IMPERIAL IRRIGATIN DISTRICT (800) 303-7756 CONSTRUCT 5" CURB AND GUTTER PER CITY OF GAS THE GAS COMPANY (800) 427-2200 ALL SDR 35 PVC PIPE AND FITTINGS SHALL HAVE O4 LA QUINTA STD. DWG. NO. 201. 208 L.F. USA UNDERGROUND SERVICE ALERT (800) 227-2600 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER NOTE TO CONTRACTOR- EXISTING UTILITIES WEST �! CITY OF LA QUINTA STD. DWG. NO. 221. 44 EA. © INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. 2,118 S.F. (D CONSTRUCT 4" THICK P.C.C. DRIVEWAY. 16,697 S.F. CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED CONSTRUCT 4" P.C.C. PAVING, SEE LANDSCAPE ARCHITECT'S FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. SQUARE FEET ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION PLAN FOR DETAILS. 7,561 S.F. �9 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. 1,825 L.F. 10 CONSTRUCT COMBINATION GARDEN/RETAINING WALL PER SEPARATE PERMIT. 1,460 L.F. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 12. 28 EA. 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. 7,217 L.F. 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 12. 94 EA. 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 12. 68 EA. 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 12. 10,045 L.F. 16 CONSTRUCT STEM WALL. SEE STRUCTURAL ENGINEER'S PLAN FOR DETAILS. 766 L.F. 17 CONSTRUCT STEPS AS SHOWN PER DETAIL E ON SHEET 12. 3 EA. 18 GRADE AT EXTENDED FOOTING PER DETAIL F ON SHEET 12. SEE DWG. DRAWING N.T.S. ARCHITECT'S/STRUCTURAL ENGINEER'S PLAN FOR DETAILS. 773 L.F. 19 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. 128 L.F. EARTHWORK ESTIMATE RAW CUT 3,300 C.Y. RAW FILL 3,300 C.Y. (ASSUMED 75 CUBIC YARDS EXCAVATION PER LOT) NOTE, RAW EARTHWORK ESTIMATE NO FACTORS THE ABOVE LISTED EARTHWORK QUANTITIES ARE RAW FIGURES WITH NO SHRINKAGE OR SUBSIDENCE FACTORS INCLUDED. THE EARTHWORK QUANTITIES SHOWN ON THIS PLAN ARE APPROXIMATE ESTIMATES SHOWN FOR AGENCY FEE PURPOSES ONLY, AND ARE BASE UPON THE PLAN ELEVATIONS SHOWN AND ON THE GROUND ELEVATIONS WHICH EXISTED AT THE TIME OF THE TOPOGRAPHIC SURVEY. THE LOCATION AND ELEVATION OF THE EXISTING GROUND CONTOURS WERE OBTAINED FROM A FIELD SURVEY AND ARE APPROXIMATE ONLY. NO REPRESENTATION IS MADE OR WARRANTY IMPLIED THAT THESE QUANTITIES ARE PRECISE OR THAT THE MSA CONSULTING, INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS, EXCEPT THAT ALL SUCH FIGURES, INCLUDING ALL EARTHWORK QUANTITIES, ARE PRELIMINARY ESTIMATES AND FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES. MSA CONSULTING, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. UTILITIES CONCRETE WORK IRRIGATION COACHELLA VALLEY WATER DITRICT (760) 398-2651 ALL CONCRETE WORK SHALL CONFORM TO CIN OF LA QUINTA WATER COACHELLA VALLEY WATER DITRICT {760j 398-2651 STANDARD DRAWING NO. 200 AND THE GEOTECHNICAL REPORT, PROP. INCLUDING ALL ADDENDUMS. SEWER COACHELLA VALLEY WATER DITRICT (76D) 398-2651 - CENTERLINE ELECTRIC IMPERIAL IRRIGATIN DISTRICT (800) 303-7756 STORM DRAIN GAS THE GAS COMPANY (800) 427-2200 ALL SDR 35 PVC PIPE AND FITTINGS SHALL HAVE TELEPHONE VERIZON (760) 483-5000 RING-TITE JOINTS. ALL CONCRETE SHALL BE CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 850 -CW -4000, TYPE V CONCRETE. USA UNDERGROUND SERVICE ALERT (800) 227-2600 PIPE NOTE TO CONTRACTOR- EXISTING UTILITIES WEST THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. WHILE DUE CARE WAS TAKEN IN PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. EXISTING CURB AND THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH RESULT FROM HIS FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE PROPOSED CROSSINGS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND SHALL VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT, DURING CONSTRUCTION, THAT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, .MSA CONSULTING, INC. IS TO BE NOTIFIED OF SUCH CONDITION AT ONCE. MSA CONSULTING, INC. WILL MAKE REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGREES TO COMPLETE ALL WORK, INCLUDING REPAIRS REQUIRED, IN AN EXPEDITIOUS MANNER. THE CONTRACTOR FURTHER AGREES TO PURSUE DILIGENTLY THE COMPLETION OF SAID WORK. SQUARE FEET ANY DISCREPANCY BETWEEN THE PLANS AND FIELD SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY, MSA CONSULTING, INC. SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. STANDARD CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT APPLIES CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE MSA CONSULTING, INC., HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MSA CONSULTING, INC. NOTE TO CONTRACTOR- DRAINAGE INTEGRITY THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND THAT THE INTEGRITY OF THE SWALES IS MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES, PATIOS, OR OTHER STRUCTURES ACROSS FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC. ASSUMES NO RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR, OR THE PROPERTY OWNER. NOTE TO CONTRACTOR- ACCESSIBILITY DETAILS THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE. WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY ANTICIPATED CHANGES TO THE ACCESSIBILITY DETAILS. IT SHALL ALSO BE NOTED THAT THE ACCESSIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION AND APPROVAL PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. Dig�Safely DIG ALERT DIAL TOLL FREE ° 1-800-227-2600 AT LEAST TWO DAYS a BEFORE YOU DIG �s 10 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 19 LEGEND TRACT 36537-1, LOTS 17 61-727 AND 82-92 T RAC T 36537-2, LOTS 3, 7—i5, 18-26, AIVD 38 BEING A PORTION OF THE NORTHWEST 1/4 OF SECTION 21, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. PREPARED FOR, WOODBRIDGE PACIFIC GROUP, L.L.C. 27271 LAS RAMBLAS, SUITE 100 [!MISSION VIEJO, CA 92691 (949) 348-8162 - - RIGHT-OF-WAY EAST W EXISTING WATER MAIN 2 3 PROP. PROPOSED REMOVE AC AND P.C.C. - CENTERLINE FF S EXISTING SEWER MAIN ©� PUBLIC UTILITY EASEMENT SSOUTH PROPOSED 3" AC OVER 6" BASE. — EASEMENT1Q - - - - - - - - PROPOSED 4" PVC (SDR -35) PIPE W) WEST PROPERTY LINE 15 - E— - E— .. E— PROPOSED SWALE FLOWLINEO RIGHT OF WAY NE) PROPOSED 4" THICK P.C.C. DWY EXISTING CURB AND GUTTER 16 PROPOSED STEM WALL ® NW) PROPOSED 4" THICK P.C.C. GB GRADE BREAK S.F. SQUARE FEET SE) SOUTHEAST INDEX MAP SCALE 1 00 SAWCUT LINE EXISTING FIRE HYDRANT EXISTING COMBO WALLEXISTING WATER METER EXISTING UTILITY CONFLICTS EXISTING UTILITIES IN CONFLICT WITH PROPOSED PROPOSED GARDEN WALL DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY PROPOSED COMBO WALL A/ PROPOSED AIR CONDITIONING UNIT AGENCY FORCES AT THE DEVELOPER'S EXPENSE. PROPOSED RETAINING WALL INDEX OF SHEETS SHEET DESCRIPTION 1 TITLE SHEET 2-12 PRECISE GRADING 12 DETAILS AND SECTIONS tia © Copyright 2021 MSA Consulting, Inc. All Rights Reserved //,QoFESS/oH xq1,011 A. W/FB0 �y9 Lu C80375 m °C Exp. 3-31-23 -7 �\ OF CAL�FCi 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE .DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD, FINAL GRADING AND/OR RECONDITIONING- AND RECERTIFICATION OF PREVIOUSLY GRADED LOTS SHALL BE ACCOMPLISHED PER THE UPDATED GEOTECHNICAL RECOMMENDATIONS, PROJECT NO. T2572-22-06, PREPARED BY GEOCON WEST, INC., DATED SEPTEMBER 24, 2020. GEOCON WEST INC. SHOULD BE ON SITE DURING GRADING/RECONDITIONING FOR OBSERVATION AND TESTING. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS DEPOSITS RESULTING FROM .ANY ACTIVITY RELATED TO CONSTRUCTION OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE ;FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1 TO APRIL 30: MONDAY -FRIDAY 7:00 AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1 TO SEPTEMBER 30: MONDAY -FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. NUISANCE WATER DISCLAIMER NOTE - EXCESSIVE OVER -IRRIGATION OF LANDSCAPING, IF IT PERSISTS, CAN POTENTIALLY RESULT IN DAMAGE TO OR FAILURE OF DRYWELLS, RETENTION BASINS, HARDSCAPE OR PAVEMENT. THE DESIGN SHOWN HEREIN IS INTENDED TO COMPLY WITH AGENCY REQUIREMENTS, INDUSTRY STANDARDS AND LOCAL CONDITIONS BASED UPON INFORMATION AVAILABLE TO THE DESIGN ENGINEER, ASSUMING RESPONSIBLE MAINTENANCE ON THE PART OF THE PROPERTY OWNER OR ASSOCIATION. IT IS RECOMMENDED THAT THE DEVELOPER INCORPORATE INTO FUTURE CC&R'S ENFORCEABLE RESTRICTIONS AGAINST OVER -WATERING BY FUTURE RESIDENTS. CONTRACTOR NOTE- STORM DRAIN MAINTENANCE DURING CONSTRUCTION AND LONG TERM ALL INSTALLED STORM DRAIN INLETS, CATCH BASINS, JUNCTION STRUCTURES AND PIPELINES MUST BE PROTECTED FROM DEBRIS DURING CONSTRUCTION AND PRIOR TO COMPLETION AND GROW -IN PERIOD FOR LANDSCAPING. ONCE THE PROJECT IS COMPLETED AND ALL SOIL SURROUNDING THE INLETS/CATCH BASINS IS STABILIZED, MAINTENANCE MUST BE PERFORMED ON A REGULAR BASIS. IF REGULAR MAINTENANCE/CLEANING IS NOT PERFORMED, THE SYSTEM MAY FAIL RESULTING IN DAMAGE TO THE PROJECT. FEMA FLOOD ZONE - THE PROJECT IS CURRENTLY UNMAPPED. THE FEMA FLOOD MAP SERVICE CENTER INDICATES THAT THE PROJECT AREA IS DESIGNATED AS ZONE X, INDICATING AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. LEGAL DESCRIPTION LOTS 1-2, 4-6, & 37 OF TRACT NO. 36537-2 PER MAP FILED IN BOO 443 OF MAPS, AT PAGES 38 THROUGH 43 OF MAPS. OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA E) EAST EX. EXISTING PROP. PROPOSED N NORTH FF FINISHED FLOOR PUE PUBLIC UTILITY EASEMENT SSOUTH 80-262 FG FINISHED GRADE PVMT PAVEMENT W) WEST FL FLOWUNE R/W RIGHT OF WAY NE) NORTHEAST FS FINISHED SURFACE SO STORM DRAIN NW) NORTHWEST GB GRADE BREAK S.F. SQUARE FEET SE) SOUTHEAST GF GARAGE FLOOR STD. STANDARD SW) SOUTHWEST HP HIGH POINT S/W SIDEWALK AC ASPHALT CONCRETE INV INVERT SWR SEWER C/L CENTERLINE L.F. LINEAL FEET TC TOP OF CURB C&G CURB AND GUTTER LP LOW POINT TF TOP OF FOOTING C.B. CATCH BASIN NG NATURAL GROUND TOG TOP OF GRATE C.Y. CUBIC YARDS NO. NUMBER TP TOP OF PAVEMENT DWG. DRAWING N.T.S. NOT TO SCALE TRW TOP OF RETAINING WALL DWY DRIVEWAY 0/H OVERHEAD TW TOP OF WALL EA. EACH P/L PROPERTY LINE TYP. TYPICAL EP EDGE OF PAVEMENT P.C.C. PORTLAND CONCRETE CEMENT 85 ESMT EASEMENT PE PAD ELEVATION WAY 86 TRACT NO. 36537-1 LOT DATA TABLE 80-381 TRACT NO. 36537-2 LOT DATA TABIF LOT NO. PLAN TYPE SEWER BACKWATER VALVE REQUIRED STREET ADDRESS 1 7B NO 56-151 PLATINUM WAY 61 713 NO 80-262 CHAMPIONS WAY 62 8C NO 80-276 CHAMPIONS WAY 63 7A NO 80-290 CHAMPIONS WAY 64 813 NO 80-304 CHAMPIONS WAY 65 7C NO 80-318 CHAMPIONS WAY 66 8A NO 80-332 CHAMPIONS WAY 67 7B NO 80-346 CHAMPIONS WAY 68 8A NO 80-360 CHAMPIONS WAY 69 7C NO 80-374 CHAMPIONS WAY 70 8B NO 80-388 CHAMPIONS WAY 71 7B NO 80-402 CHAMPIONS WAY 72 8A NO 80-416 CHAMPIONS WAY 82 5A NO 80-437 CHAMPIONS WAY 83 6A NO 80-423 CHAMPIONS WAY 84 6B NO 80-409 CHAMPIONS WAY 85 6C NO 80-395 CHAMPIONS WAY 86 5A NO 80-381 CHAMPIONS WAY 87 6B NO 80-367 CHAMPIONS WAY 88 5A NO 80-353 CHAMPIONS WAY 89 5B NO 80-339 CHAMPIONS WAY 90 6A NO 80-325 CHAMPIONS WAY 91 613 NO 80-311 CHAMPIONS WAY 92 5A NO 80-297 CHAMPIONS WAY LOT NO. PLAN TYPE SEWER BACKWATER VALVE REQUIRED STREET ADDRESS 3 5A NO 80-048 CHAMPIONS WAY 7 8B NO 80-104 CHAMPIONS WAY 8 7C NO 80-118 CHAMPIONS WAY 9 8B NO 80-132 CHAMPIONS WAY 10 7B NO 80-146 CHAMPIONS WAY 11 8A NO 80-160 CHAMPIONS WAY 12 7B NO 80-174 CHAMPIONS WAY 13 8A NO 80-192 CHAMPIONS WAY 14 713 NO 80-206 CHAMPIONS WAY 15 8C NO 80-220 CHAMPIONS WAY 18 613 NO 80-269 CHAMPIONS WAY 19 6A NO 80-255 CHAMPIONS WAY 20 5B NO 80-241 CHAMPIONS WAY 21 6A NO 80-227 CHAMPIONS WAY 22 513 NO 80-213 CHAMPIONS WAY 23 6B NO 80-199 CHAMPIONS WAY 24 5A NO 80-185 CHAMPIONS WAY 25 613 NO 80-171 CHAMPIONS WAY 26 6A NO 80-157 CHAMPIONS WAY 38 6C NO 80-031 CHAMPIONS WAY THIS PLAN HAS BEEN REVIEWED BY GEOCON WEST, INC. AND APPEARS TO BE IN GENERAL CONFORMITY WITH THE RECOMMENDATIONS IN OUR REPORT DATED OCTOBER 31, 2013, OUR FILE NUMBER T2572-22-01, AND UPDATE LETTER DATED SEPTEMBER 24, 2020, OUR FILE NUMBER T2572-22-08. WE MAKE NO REPRESENTATION AS TO THE ACCURACY OF DIMENSIONS, MEASUREMENTS, CALCULATIONS, OR ANY PORTION OF THE DESIGN, LISA BATTIATO C.E.G. 2316 4/7/2021 DATE ,�oNALo`Q t LISA A. BATTIATO W No. 2316 --I CERTIFIED ENGINEERING v, GEOLOGIST Q OF CAL\FCP�\ No. REVISIONS APPROVED DATE BENIGIi T.B.M. NO. 1 ELEV. 472.91 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET 6 a MSA MARK IA/! 80375 SAW 1 2) DRAWN > PLANNING > CIVIL ENGINEERING > LAND SURVEYING LOCATION C -NAIL IN ACP NEAR WEST .PROPERTY LINE PROD FROM AERIAL SURVEY SIGNATURE"" // BY SAW ZA TRACT MAP NOS. 36537-1 AND -2 - THE SIGNATURE CITRINS PRECISE GRADING AND PAVING PLAN OF 0 30 DATE 34200 Bob Hope Drive, Rancho Mirage, CA =0 760.320.9811 msaconsultinginc.com SCOTT A. WIEBORG R.C.E. 80375 EXPIRES 03/31/23 4-6-21 BRYAN MCKINNEY, .E. DATE PUBLIPRS R.C.EC49418KS DIREXPIRESI9/30�22EER BEING A PORTION OF THENW 1/4 OF SECTION 21, COVER SHEET T. 6 S., R. 7 E., S.B.M. 12 SHEETS CHECKED BY G2®,;i woyvv TW 502.90 TF 495.57 -EXISTING WALL. FOR PERMITTING J. ORTEGA ILDING OFFICIAL Y OF LA QUINTA \NNING & ZONING COMPLIANCE JAM q!71 ERI FLORES DATE \NNING MANAGER Y OF LA QUINTA TF 496.67 9 ' I - 18.30 10 7[TW 504.90 w �-_ i TRW 498.90 N HP 497.10 N TF 497.57 9 °' 1 ' FL 496.60 "" .. .. ; 050'- 10 t FL 498.60 �1 1 HP �. ..0% HP J 1 - _vl t !l .. �.5��- 15 .. _, . W 050 , _ _ A�C % ,, X50% .. --> .. FL 499.10- -®°_ .. .. LJ. - - - - mss_ .. " 0.50- \, u� INV 497.34 <o -y - - i.95' - to ouu.ui13 LOT 6 8 I I - o. - - - - - - - - � 499.18 F 499.57 % '. FS 499.74 0 - I PE 496.4 N� f"p_ -- FS- 497 5 - a• FF 498.67 - € . _ t TOG 496.82 . -_:- - �. FS: 498.34 498.28 rnl ACI 8 Tni � �, .o 8 :. 15 8 INV 495,32 13 _. .3 ��. �_ y o FS I 7.94 Imo' _ LOT �i - FF 497.57 - - FF 500.7 FS 497.24�� I I FF 499.574 = I FS 499 074 PE 499.9 13 TOG 496.34 ; a,: W �o 8 TOG 496.34 INV 494.84 �7,. , 5 "::.r-tia ` �a,a;'••xa 1�,..'�+€'`�s F5 499.24 8 _ N j INV 494.84 13 .TOG 496.82 1 -- o TOG 498.32 13 y OPTIONAL - 5 INV 496.82 FIREPLACE i :li INV 495.32 , /�/ FF 498.67 I. OPTDNAE c- t II 8 2 ' c o y FS 498:34 1 TOG 498.32 LOT 7 FIREPLACE 1 13 13 w t 1 .INV 496.82 to TOG 497.44 TOG 49.3 N 13 INV 497.34 PLAN $B r I t TOG 497.4413. INV 495.94 �� r INV 495.94 LOT 11 FF 500.07 i. FF 497.57 I � t I LOT $ 1 FS 499.74 i PLAN 7C OPTIONAL-/ J' 15 1 PLAN SA PE 498.9 FF 497.57 I n r FIREPLACE t I F59.68 % 1 Fs 497.24 I LOT 10 FF 500.07 ?� FF 498.07 PE 499.4 1 1 12 L=1.54% 497.16 PE 497.4 'p PLAN 7B 1 6 0 5=1.54% FS t o t A I91.00'I 'p 15 �I LOT 9 FF 498.67 L= FF 499.57 (u� I i n F 1 I 12 5=, .58 I o + 8 PE 498.9 15 I �I 12 L=90.00' L=80.00' PLAN 8B FS 498.34 I I L=79.00' 12 fi S=1.31% 12 I S=1.19% s=1.00% FF 498.67 M 1 L=76.00' L=82.00' 1 498.28. t 1 t 12 L-82.00' 12 I+ ' z I PE 498.0 Fs �o I S=1.62% S=1.00% 5=1.00%. t ; 2 L=1.67% r5=,.67% 8 xi FF 497.57 15 1 t i I ' t t jT FS. 497.2FF 497. 57 FF 498.07 I ' 15 o� ( FS 497.24 FS 497:74 v> L=86.00 I p 12 t ' �t 5=1.00% i o 10 FF 500.07 8 c�v� I r 15 ON! t� 11� 15 499.74 1 ' r - o' �Ip T FF 499.57 FF 500:07 _ FS 499.24 t FS 499.74 ' 0 FF 498.67 ,5 t 8 r FS 498.34\4 TW 502 90 497.18 0a D 9 N4 498.7 0 TF 495 57 FS I I 1 TW 503.40 � � 1 � � I 1 TW 505.90 496.23 J o F 402.9 ' TF 496.73 9 8 t r TI 'I' - - - T I 499.61 10 ' ,� TF 498.57 TW 502.90 a 502.90 - I 0 9 TW 502.90 t I o 0 ❑ ! 8 `� FFF 498.6S 498.34 j ' k FS 1� FL 499., 0 ( I ` TF 495.57 N : FL 497.10 4 r[�• Io i I .Ii HP c� y� FL 496.60 I HP 0 _ I 8 Vim- , i v HP a I: PROP. DG PATH -I o TW 503.40 v 498.21 r t t o ,_ PROP. DG PATH I Iro I � � FS TW 504.00 I 1 TW 504.90 9 _ _ � t � SEE LANDSCAPE ARCHITECT'S I TF 496.07 9 TF. 498.23 w r �o SEE LANDSCAPE ARCHITECT'S to �� t I t TF 497.33 - PLAN FOR DETAILS. (TYPICAL) \ PLAN FO DETAILS. TYPICAL I IM <h I 54 (TYPICAL) I t I GF 497. v r TW 504.00 b\ I GF 499. v CI HP 496.60 ^t I �* N o F 497.04 I im I� I 54 I F 497.33 9 _ o� FL 497.70 I I FL 498.60 0 " ' 11 TW 503:40 t o I ^ TW 504.90 TW 505.40 c0 w� 8496. a t� t FS - 9 r b\ � HP 1 -n HP. N.. _. TF oa :�9 497.46 TF 496.73 rn rI 1 g TF 498.23 m t ❑ GF '� I°- I F - TRWTIN 498.90 I I II m ow S '+ 493.90 496.,8 I v p / 1 S 497.29 I i I aI o TW 504.90 N N n F 498.95 t INV ``n FS 496.54 ' / �f PS I " u"i FL 497.10 I TF 497.57. I0 I i ODI `�° o TF 498.23 t $ a m `4 4 496.29. 497.03 ( _ I I ' ( II w GF 499.04 N. 'c,� 8.7 m ��❑ ^.. 1 1 HP b� 00 I o o rn - - - TW 505.40 49 �'- t FS 496.01 �t `o 8.11% I \ 1'00% q o6 G p GF 498.14 I i v I I - -. - - - TF 498.07 n o FS 498.93 1 - FS 495.93. I o I o at drn- m I d, N M - - - 1.22% J, ' 1 � I � c� FL 499.10 GF 4g8 63 o m g 36 r' �� 0 � t I -FS ��1 I � I \ FS 498.77 '� � 11 HP to FS 495.68 I / 1 ro - 3 rr 4. a rn r` a I / \ I 1� 0�% tI FL 498.60 by w 7 N FS 496.58. 1-1- GF 497.33 I d- W to FS 497:71 / l .. FS 498.48 ��. 9.1 1 % I o I HP 1 1n1 LMJM� 4 o n 7 494.68 L� - - �J j o4 I �- a Y 496.35 y 8.11 498:17 CJ r ^ o o FS j 7 INV IG ro N FS 497.40 �. ❑ Icjn INV I FS 49 g8 FS t 1 L J o a 495.57 ' i t �o rn F 497• JJJ�� FS 495.69 - of FS 497.12 2.00% - b� -.--- I .495.84 �n -/7- ' ro 7 _50.00' 5 t t - � FS 496.01 FS 497.08 01 h - FS 497.96 i� ` : co ' 44 35' L 5 496.78 -_ nl �. 50.00' LMJ / Ln to _ I \ -�5' °° 7 4 7 co L-1�, oua rn d v�drnv�a�. _ N nv T FS 496.66 Uv�rnm`r� ~ a -_- ^ U 30.50' SNI "�' FS 496.85 I 4 FS 497.07 FS 497.24 LMS �� M n,ri�o=�m��r' �N LI - `� I .. 79.81' I �= V,\�c� hrn rnrn 2 6 �� r��U_ 14 °'rn rnrnrn� ¢i�irri s "'N Oom I 29.92' =r-r�n `J� �� •a<r '--Sto U�O> 7'd �� 5---._ ON J Nto �� I _ �� •-co <0`O , I 1`��-- �� NM 4 �M cO CO^N Ldp^N o7W ON ^"Y �' U FU-IJi , j-rl _ �- I- o z y' d' 3 rn w m o m 3 1 r� cv n N tO tp ^ O (D (O N N m 0,7 0R-0 3 1 eco m �•-_ -s O z _ �-�� , H tL r- m rn rn co rn rn '� rn -co co --5w w_ f - � OJ�� a rno d �v 2 6 �y t w _ �(- - - 1 w- -- - _ t �- - ---,_HAMPIONS WAY ,4 �LL 14 - - CONSTRUCTION NOTES STORM DRAIN O1 SAWCUT EXISTING AC PAVEMENT OR PCC. 10 CONSTRUCT COMBINATION GARDEN/RETAINING WALL PER SEPARATE PERMIT. ALL SDR 35 PVC PIPE AND FITTINGS O2 REMOVE EXISTING AC PAVEMENT. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 12. SHALL HAVE RING-TITE JOINTS. ALL L/ REMOVE EXISTING CURB AND GUTTER. 12 INSTALL 4" PVC (SDR -35) PIPE AT 17 MIN SLOPE. VVFESS/ONq CONCRETE SHALL BE 850 -CW -4000, CONSTRUCT 6" CURB AND GUTTER PER CITY OF® 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 12. TYPE V CONCRETE. LA QUINTA STD. DWG. NO. 201. 3@ ott N. B'�Fg0 Fy 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 12. 5 5c 90 DigA I e r t�O R�� OO CITY OFCONSTRUCT CONCRETE LA QUINTA STD. DRIVEWAY NO.P221. PER 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 12. w C80375 m NOTE UNLESS THERWISE REGARDENG GRADES - CITY © INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. cc Exp. 3-31-23 DIAL TOLL FREE o' 10' 20' 3 40' FINISHED GRADE AROUND BUILDINGS = PE 0' 1-800-227-2600 D CONSTRUCT 4" THICK P.C.C. DRIVEWAY. CP 0 I `� EXISTING UTILITY CONFLICTS WALL PERMITS 8 CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S q a AT LEAST TWO DAYS SCALE 1"=10 O PLAN FOR DETAILS.lF DING AND OF CAL\FO� MSA Consulting,s Inc. DRIVEht 2021 WAY AND NG RS SIDEWAIES IN LKS WILL TBE IRELOCATED TH SBY SAFETY ED T DEPARTMENT E PERMIT OSHALL BEM THE ILREQUIRED BEFORE YOU DIG90 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. ii t�' BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA No. REVISIONS APPROVED DATE MSA CONSULTING, I i V �. MARK T.B.M. NO. 1 ELEV. 472.91 SHEET LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SICaNATURE (7//' 80375 DRAWN BY TRACT MAP NOS. 38537-1 AND -2 - THE SIGNATURE > PLANNING > CIVIL ENGINEERING> LAND SURVEYING AERIAL SURVEY 34200 Bob Hope Drive, Rancho Mirage, CA 92270 SCOTT A. WIEBORG DATE SAW `- y��2 CITRINE PRECISE GRADING AND PAVING PLAN OF 760.320.9811 msaconsultinginc.com EXPIRES375 RYAN MCKINNEY, P.E. DATE 7-Z� 003/31/23 [�_ CHECKED BY PUBLC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-2, LOTS 7-11 12 l PRS R.C.E. 49418 EXPIRES 9/30/22 BEING A PORTION OF THE NW 1/4 OF SECTION 21, T. 6 S., R. 7 E., S.B.M. SHEETS F~ F TW 506.40 TF (498.40) FOR PERM 17 'N7 & ZONING COMPLIANCE A. J. ORTEGA ' DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA I Oq FL 499.60 9 TF 499.27 / �� V,J .. HP 50.00-\ ,G 0% A 9 TW 506.60 ' ` `..• �, \ _ bTF 499.27 - [� _ _ I II I „•� .. E--.... .. ^ 509 .. HP 500.30 LO: : I ( 500.18 I I ,� F_ FL 500.10 / HP HP 500.00 d 1s 500.18 " _ a52 . - LOT 16 o 5a% PE 499.4 t I 8 , I `-- �8.2A-' c� I I g CI 8 I 15 y..� 15 I I _-_ c/ //i/ r I N� FF 500 57 I r-- - I I FF 500.57 _ FS 500.24 J - r, 15 15 \ FS 500.24 - - 5 - �- o 500.88 49 - ! TOG 499.34 13 _ - T INV 497.84 J a� fi.,�`�-'x.t,� ';.,� ,� t -t,,.� .:. ..� 4� , •2;,v� n .€. r t'�-"' "'^ `n FS 500.74 7' �(" - \ - 10.36 FS 500.64 L. � 8 r .a.,<. „-?t. k''�k€,T ;-x ;,r,r-a�ek,•n-rr, ':._ FS0.68 I bi� FF 501.27 y Zq �EX TING WALL \ J t� voi� F 501.27. FS 500.94 I ^,..� J- I°IL S, FF 500.97 c=� FS 500.94 8 FS 500.64 h 499.34 TOG 500.0213 " 13 INV 497.84 N� 8 - - I I INV 498.52 OPTIONAL TOG 499.8 LOT 11 LOT 12 13 15 FIREPLACE h I .4 FF 501.07 PE 499.4 1 n PLAN 7B INV 498.34 FS 500.74 TOG 499.84 13 i ! ! FF 500.57 INV 498.34: II �r TOG 499.74 FF 500.97 �\ V.., I 12 L-90.00' PE 499.9 t t :� i. I y INV 498.24 1.3 FS 500.64 k ', S=1.33% o t OPTIONAL 13 TOG 500.02. g C 2 �p o� t ' FIREPLACE ! INV 498:52 LOT 15 8 500.58�cso 1 �� ` ; LOT 14 \ PLAN 8C Fs \\\� oI j PLOT 13 1 PLAN 7B ) FF 500.97 FF 501.07 FF 501.27 PE 500.3 Ix L=7s.00' FF 501.07 FS 500.74 4 o� PE 500.6 s= 4.00' 12 L=84.00' 12 L=75.00' I , 2 tot s=1.037 12 s=1.s5% PE 500.4 � ; FF 500.57 500.68 29 1 ipq\! I FS 500.24\\ Lotr 111, 12 L=95.00' i L=76.00' M \ 0 ' t t 12 5=1.00% j S=1.20% i oo ` ,s L=82.00' 6 - � , P TW 505.90 TF 499.23 9 r ' TF 498.57 TW 505.90 1 I FF 501.07/ IFS 500.74 ., I FF 501.27 �i �� g.TW 506.30 HP 500.00 11 �r ! FS 500.94 i �o� 8 \y F 499.63 PROP. DG PATH. 60 oVVclll - - - ! " T� SEE LANDSCAPE ARCHITECT'S I , HP 8 ry� .ry j g:i i \\ TW 506.40 J J, o \ PLAN FOR DETAILS. (TYPICAL) I Im i' � L=75.00' � TF (498.40) 8 - i 12 500.51 PROP. DG PATH o I I r l o Q i5=1.20% I i o GF 500.04. voi 15 ! I TW 506.60 9 - i' FSSEE LANDSCAPE ARCHITECT'S \ 0 I I I�` 496 ,Ct TW 506.40 I 500.61 r TF 499.93 rw1(I �i JIC� PLAN FOR DETAILS. (TYPICAL) r " l \ i \ INV 98 _ FS 499 9 TW 505.90 I I I' F 499.73 9 i 15 i / 96 TF 499.23 - TW 506.40 L 500.30�5v\N`L FS 3.65IHPFS TW 506.60499.39 I I TW 506.40 r y I'- 10 o FL 500.10 I TF 499.27 i •1 TF 499.63 '^ o �8 : ` / -a� 8. h TF 499.07 Iko o C oo v i 1 HP � io 497. t. : d- voi 500.74 / �\ � ❑ 9 I t: 497. rn - - _ GF 500.54 Ioi i I \ FS -F 499.63 ° •o FS 499 6 7 Q.. / `FS.500.55 500.68 �` TW 506.60 I � - - TF 499.93 1 TW 506.60 48 I] <t .500.2. i o 1 -•33TF 499.93 499 0 39 2' 499' " I - i u 498 - �_t,_ of ! .37 F 'o I<6 FS - ,.`°� FS 500.D3 V� t 495.76 ro I I o TW 506.60 �, o FS 4 4g8 48. a� y F N _ S 499, 74 A`� _�------ 550.00' ^ a I \ \ I ir, FS 499. t2 W : I,� ❑ �- 11 HP 500.30 �jl g �,� 15 a 7 A. Fg 498. L- W rn vii 7 or FS .500.00.." �� m j _ -_- o S N c0 -- LM N Oc0 m(6 �cp rnrn J L ! I� --ani m nO !J �C 1 rnrn �� 498..98 o, oz m� I 4659' S 499.15 u i mn,nw O�- C 499.28 499.39 d' o FS o� 03FS 4 MJ�� d y CI Mo �roro \ I �'%sw �`° rnN r�-� IMS /• oz 1 �j� mm �� Z vim- oiaj an ilii.,., N rn- L!J 89.18' 0 M 3 -_ mso'°Qiw 3) 1 '��nu��oi'°`°maoN .oma.. - �� 0)� 5.�mao 2 6 UJ I - ) w rn w_ - 2 6 r� Ire 2 6 _a�rnm� ��0'0' �d-oirooJ� 1 3 �a_� -��5-, �z I _ `- 2 6 CH PIONS WAY _S- -t- _� \ U J Z W._ ---� I ~�` ~.I`�� 14 �� ~ UJUJ� -"_ �-5� �� 14 CONSTRUCTION NOTES STORM DRAIN 0 SAWCUT EXISTING AC PAVEMENT OR PCC. 10 CONSTRUCT COMBINATION GARDEN/RETAINING WALL PER SEPARATE PERMIT. ALL SDR 35 PVC PIPE AND FITTINGS 2O REMOVE EXISTING AC PAVEMENT. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 12. SHALL HAVE RING-TITE JOINTS. ALL 3O REMOVE EXISTING CURB AND GUTTER. 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. QQOFESS/0* COPE V CONCRETE. TE SHALL BE 650 -CW -4000, 0 4 CONSTRUCT 6" CURB AND GUTTER PER CITY OF 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 12. �Q� ott A.W140 Fy LA QUINTA STD. DWG. NO. 201. h v 9 q //�� 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 12. CO O Z NOTE REGARDING GRADES' Dig Alert �® �� ! C N OFULA QUCT O NTA STD. DWG.NCRETE ANO.P220ACH PER 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 121.. W X80375 m UNLESS OTHERWISE STATED: R © INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. Cr LS Exp. 3-31-23 FINISHED GRADE AROUND BUILDINGS = PE DIAL TOLL FREE o' 10' 20' 30' 40' 1-800-227-2600 O7 CONSTRUCT 4" THICK P.C.C. DRIVEWAY. s c EXISTING UTILITY CONFLICTS WALL PERMITS 8 CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S �'9T / , QQ� © Copyright 2021 EXISTING UTILITIES IN CONFLICT WITH PROPOSED SEPARATE PERMIT FROM THE BUILDING AND AT LEAST TWO DAYS SCALE 1"=10' O PLAN FOR DETAILS. F OF MSA Consulting, Inc. DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY SAFETY DEPARTMENT SHALL BE REQUIRED BEFORE YOU DIG 0 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT, All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. REVISIONS BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA SHEET N0. APPROVED DATE T.B.M. NO. 1 ELEV. 472.91 SAW CITY OF LA QUINTA, CALIFORNIA MSA C"'0K �k -J LT! NG I N MARK e 80375 DRAWN BY TRACT MAP NOS. 36537-1 AND -2 -THE SIGNATURE 3 1 LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE 'ttf-" G✓� OF > PLANNING >CIVILENGINEERING>LANDSURVEYING AERIAL SURVEY SCOTT A. WIEBORG DATE SAW CITRINE PRECISE GRADING AND PAVING PLAN f'� 34200 Bob Hope Drive, Rancho Mirage, CA 92270 R.C.E. A. WI CHECKED BY BR N MCKINNEY, DATE 1L 760.320.9811 msaconsultinginc.com EXPIRES 03/31/23 L�'�'Z/ PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-2, LOTS 12-15 PRS R.C.E. 49418 EXPIRES 9/30/22 BEING A PORTION OF THE NW 1/4 OF SECTION 21, T. 6 S., R. 7 E., S.B.M. SHEETS FOR PERMITTING . J. ORTEGA DATE CHERI FLORES DATE I UILDING OFFICIAL PLANNING MANAGER ITY OF LA QUINTA CITY OF LA QUINTA \ TRW 500.80 TRW 501.50 // FG 500.30 FG 501.00 T6a Toa TOP TOP TOP ---_ -- TF 498.80 TF 499.50 50.00 TW 508.10 50.00 40.60 9.42' 50.00 - - 50.00' - - ' TW 507.40 TW 508.70 TW 507.30 TW 506.00 50.00' TW 506.70 EXISTING TRW 501.40 TRW 502.10 TRW 502.70 TW 501.20 _4 TRW 499.30 TRW 500.00 TRW 500.70 RETAINING TF 500.07 TF 500.77 TF 501.37 TF 497.70 TF 497.97 TF 498.67 TF 499.37 WALL FL 501.10 FL 498.40 - FL 499.70 10 HP `i ////HP��--� 61`~61 10 HP in N TW 504.70 Ems- N N TF 497.70x. N `..F 6.50.. ..�..��:5..�..�..�-�--�.50.. ..�..�Q:S..�..�..� .�..�.50�.. ..�...�0,50%..�..�..� 10 f 15 y 10 Oy '>!Ii 15 I 10 �, raDi I 15 M y 10 FL 499.00 5' FL 500.40 5HP ' - - - - FL 501.80 s - HP---------� HP 0.50 l 1 1 1 500.28 I I 1 s i Fs 1.58 I 1 s 498.98 n 1 FS o y� N� FS 0. 15 I 5 49898 -------- f� IH%�'�FS------- o� F01.58 _ 5' Lr ------- O ASC N _ 5 -------- i..' _ 0 500.28 O. A/C FF 500.67 - FF 502.07 FF499.37 _ - FS 501.74 ° „FS 499.04 8 A/C I - FS: 500.34 - �;I` 8 :;� I I - - NJ S ^�L. N o FF 499 97 - _ i N FS 501.04 - o: FF 502.77 I Iy I T ,n - FS 502.44 - y EXISTING WALL. y _ - �nFS '.499.64 �, _ cl,. I 500.98 - �4 I 499.58 - _ L : I - - F- �: - FF 502.07 o 502.38 6 -- FS -- o _ s.FF 500.67 :_- I: S o =A _ - FF 499.37 I _. - '° _ FS 501.74 I PS - o FS -� FS 499:04 aY II - - 2% - TOG 500.81 - �_.. ----. _...__ _ ___ TOG 499.41 - _ �_. � _= TOG 498.11 - -.,�. - - - . I 13 INV 496:61: 8 6`T = = - 13 INV 497.91 a - _ xrNJ I FF 499.97 TOG 500.14 FF 501.37 1 FF 502.77 1 T TOG 498.74 13 FS 499.64 INV 498.64 13 f5 501.04 y TOG 500.81 TOG 501.54 13 FS 502.44 TOG 498.11•>s� "-vs �•^T�< INV 497.24 TOG 499.41 I - 13 LINT 500.04 !, INV 496.61 13 �' 1 r� : INV 497.91 13 �� 1 INV 499.31 i , I TOG 500:14 LOT 17 13 TOG 498.74 13 INV 498.64 13 NV 661:64 LOT 67 T 1� INV 497.24 T OPTIONAL OPTIONAL 1, I L�=z FIREPLACE 5 5LOT 65 5 5 II PE 502.7 PE 498.7 i; 5 5'I FIREPLACE 5 5'' LOT 63 5 5' FIREPLACE FIREPLACE T LOT 61 PLAN 7C(R) PLAN 7A(R) , I PLAN MR) I I T PE 501.4 N 1 FF 499.37 a PE 500.0 I LOT 64 Lo FF 50 1.4 T o T O1 'n FF 499.97 LOT 62 U� 'c FF 501.37 I ,nLO o n , FF 502.77 M PE 498.7 v 0 1 M FS 801.04 PLAN BEIM) M LOT 66 FS 499.64 PLAN 8C(R) FF 501.37 �I I FS 502.44 PLAN 866 5 FF 499.97 I 1 5ooss PE 500.7 t z s=8 ss% of FF 502.77 ,+ L=82.00' 2. 499.94 PE 499.3 0 502.38 1 12 S=1.22% �1 Fs - ; FS - L=9z.00' z% Fs PE 502.1 L=82.00' I` 12 b\i 1 I 12 S 9:56% L-89.00' b\I 8 L-75.00' ' I S 1.00% I I L=74.00'. 12 I g L=75.00 �` I 12 g L-74.0% ,n S=1.00% 12 1 S=1.00% t2 'n 5=.1:00% 04 T L=92.00' of �on��. S=.1..00% I 6�+ I t of ( , BI L=83:00' ^ r a , T AI. o I 12 S=1:57% .mai 6\i OI FF 500.67 T I 12 L=83.00' b\I of FF 502.07 I I 12 L=81.00' 6� 1 FF 499.37 I 5=1.65% o F9 499.04 I av u'I FS 500.34 I �,n . FS. 501.74 I 1 S=1_69% NN Ln LOn 9� i 0 1 1Vli O� I LL Lei. j 9 -Lo - T I TI 15 15 T 15 TW 506.00 T o k I TW 504:74 15 I 9 TW 507.40 8 - - - - p p: �' _ 9 15 - T b\ F 500.73 I I T 500.91 T 00 9 F 498:03 I F59.51 1 1 ❑� p o f 499.33 j �r 506:70 I FS 1 ' 15 ❑ p o i I TW 508:10 FS 2.31 I FL 498.40 1 + TF 498.63 9 fi m q F 500.03.9 n HP 501.1.0 9 i { f 1 o = FL 499.70. I ° I TW 506.70 F 501.43 HP TW 505.30 I 9 I 7W 508.10 - � r FL 499.00' b\ 9 o HP I I o F 500.03 + 'R .= PROP. DG PATH # I ! ao PROP. OG PATH. 1 o f 498.63 1 ! o o I I FL 500.40 o- o I o o f 501.43 o o L - -1 o vs SEE LANDSCAPE ARCHITECT'S FL 501.80 o b\ SEE LANDSCAPE ARCHITECT'S I� I TW 507.30 6\ �' °' to I j� I I HP 'r' PLAN FOR -0ETAILS. TYPICAL 'f I ' 1 TW 504.70 v OD rn PLAN FOR DETAILS. (TYPICAL) jm ' I TRW 499.30 TW 506.00 m Im o 9 1n ,n T m TW 507.40 N ( I to I HP. I I F 499.33 GF 500.14 d I TW 506.70 F 500.73 I� to i TF 497.97 _ r'i I s LL I I TRW. 500:70 GF 501.54 TW 508.10 �i F 498.03 LL OF 498.84. o IJ I'� 1 I ! 6161 o i� o I TF 499.37 - ---. --- o J I o I I TRW 502.10 I�� I --- ISI I Fsso146 / I 1 TF 500.77 TF 497.70 FS 498:77 / 0) 0.89% FS 500.06 / o p - I I { t FL 499.70 1 / J I GF 500.84 0 .I o t FL 501.1.0 11 y 1.78% _ 1 / I o 1 I GF 502.24 o TW 508.70 FL 49&.40 - a 1:67% I I / (J OF 499.44 'lo a _. ILLI ( o o I d HP Ln I - FS 501.33 -' I - - - o o TRW 502.70 1.1 FS 498.63 LL o o -: Il o HP FS 499.93 I - - N o III I 1 ( o oLq (o , °° TF 501.37 ._. _ HP °O I \ - - - 7 m 496.68 �U°i 1 1.00% o L.� \ 7 o;, y o 1.00% �. \ ° INV rn o N I \ I b\ o. oI� 1' TW 507.4 �. - FS 541-.13 ' ILL' \ 7 ^,. _ Io m o FS 499.18 b O 6161 TW 506.- Ln f5 499=73 FS 500.54 o o 8.22% °� ° \ 1 ; y0 7.89% I FS 498.42 -- i �, ` -� m m J a j TRW 500,00 822% 461 r a II TRW 501.40 i� ° N I GF 499..10 �,ILLx �, _ I N im 'o. OF 800.43 �i�x ly TF 500.07 c�° -� I \ FS 501,89 0 cn - <n GF 501.84 ILL �• o - 7- �I m I TF 498.67 I - - - - ° 11:� FS 498.86 N N 1 1 I. L b\ �• / I FS 500.20. LL LL o 1 11 1. I 7 o LL LL Vo N °�- W 496.11 LL {... o - o �:j I 7- �: iZ ^ M. - I� P, N' �' FS 501.52 FS 501.45 `7. FS. b01.730 v I FS 499.95 2.00% FS 500 23 1 FS 500.56 2 00 ° - a�ol O 61 1 �4 INV FS 498.62 2:00% F5 498.90 �o f5 499x6 ro�, �1 ° ro b 4 - `vY FS' 497.91 M I I o cN - v: + , :e4 I °�I N �I' -+ ,�- - - - �I� II 498.20 FS501.03 FS 501.30 t ' I , 496.82 I FS 499.52' FS 499.84 - I - ,� I I 495.81 y o N FS 498.23 FS 498.49 � 'I I1 - �j _ ,^ is INV I I I _ �> _ L -I- FS 497.36 FS 497.45 I 7 i \ FS 498.57 FS 498.78 4 FS 498.99 FS 499.10 7 n - �+ Z 4 I r , T_/ a o W1 W FS 497,65 -FS 497.84 0 ,� �. ( I + r FS 499.98 FS 500.20 y, fS .500.41 FS'500.64 L� I I a aL� n1 0 + L1 L� I- L_ r I ,- :+ F. rMJ n r1 I M o o..FC 5 LMj E 5 LMJ LMJ c -- 5 I s L J L J LJ 94.66' s E J 5 54.60' LIJ I I 96:06 LJ -n ru _ 50.00' L l 50.00' I - I � i ri I iiin h 1 N' 1 O 00]N N� tem _ �... M O 3 1 � N <h co I� - - O O N LLLIII -.- ON N '- Mt0 N�7�u]O �M ON OON W� mn M h� Om r N=1� �0t\ �N �r S- 000 O NO _Mm -� N �M� t0 t4}=_. �p1 -S ._ i� r-" t` 5._ '_--m N.1'v I m �- --S 1� t�-' ay . d --O 5= (O- 5 M 5- OJ a0 07 W0 1� O a0 m rn Ot m Ol O� O m 0 d. O000,66(50,00 OQ O O O 0 { iO I _ , _ _ . rn ,n : co m {: 00 co 001 a, ao 1001 o� as ao rn ao of ao au os ro of ao of m moo rn co 2 6 a u0'+ 0 of rno 0 ( - rnrn rnrn - (6 o^i(6 rnrn� rnrn '� �� nn nn 3 1�nm m mm 2 6 mmm mmm s •- ....�._ o, o> m> mm mm mm mm mm �m mm ted. d'vd.t m 3 ��o�µ�a �d°i- �N �voij {nm �m v m - -- 2 6 c� UJ>UJ of c�> 2 6 > `�> r�� d d- d -d I � �� vv vv v Z O O J HLL OZ HLL NLL UJ UJ OZ UJ UJ UJ UJ UJ UJO UJ O VJ fli UJOZUJ UJ UJ VJ UJ UJ OZ Fli Z Z- 14 F- H N LL- FE"_Z �w { .1.._ HIJi FLL 40- 1-li'- f -LL ZHLL H',.LL F -LL Hli FIJI H1IOZ FJ Z U ~ ~- h- µ F {-LL U h h H LL F i H FIi H i 14 14 - 14 I - 14 - - - - X14 I 14 - - - 14 - - 14 - - - - i 14 - - - -� - -I i I CHAMPIONS WAY M M- -M- M- -�.� _. r-1._.� . -- -� - CONSTRUCTION NOTES STORM DRAIN O1 SAWCUT EXISTING AC PAVEMENT OR PCC, 10 CONSTRUCT COMBINATION GARDEN/RETAINING WALL PER SEPARATE PERMIT. ALL SDR 35 PVC PIPE AND FITTINGS 2� REMOVE EXISTING AC PAVEMENT. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 12. SHALL HAVE RING -TITS JOINTS. ALL O3 REMOVE EXISTING CURB AND GUTTER. 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. QROFESS)0*41/ TPE CONCRETE CONCRETE. BE 850 -CW -4000, ® CONSTRUCT 6" CURB AND GUTTER PER CITY OF 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 12. �Q� �tS N.WiFgo Fy LA QUINTA STD. DWG. NO. 201. 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 12. _CO e� 0 4.� D i g A l e r t �I/o R.�1`0 NOTE REGARDING GRADES - CONSTRUCT CONCRETE DRIVEWAY APPROACH PER UNLESS OTHERWISE STATED: 5 15 CONSTRUCT EARTHEN SCALE PER DETAIL D ON SHEEP 12. m CITY OF LA QUINTA STD. DWG. NO. 221, w C80375 m °C Exp. 3-31-23 DIAL TOLL FREE ©INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. .J� J�. FINISHED GRADE AROUND BUILDINGS = PE 0' 10' 20' 30' 40' LS LS 1f� n6G 7O CONSTRUCT 4" THICK P.C.C. DRIVEWAY. 1➢x c � � �Q EXISTING UTILITY CONFLICTS WALL PERMITS -800-227-LVOO ®CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S 4T \ aQ' © Copyright 2021 EXISTING UTILITIES IN CONFLICT WITH PROPOSED SEPARATE PERMIT FROM THE BUILDING AND AT LEAST TWO DAYS SCALE 1 "=10' PLAN FOR DETAILS. F OF CAL\F MSA Consulting, Inc. DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY SAFETY DEPARTMENT SHALL BE REQUIRED BEFORE YOU DIG O CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. BENCH T.B.M. NO. 1 ELEV. 472.91 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET No. REVISIONS APPROVED DATE MSA CONSULTING INC:- MARK 80375 4' LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE /�(,.Y�� W/r DRTRACT MAP NOS. 36537-1 AND -2 -THE SIGNATURE AWN BY OF > PLANNING > GIVIL ENGINEERING> LANDSURVEYING AERIAL SURVEY 34200 Bob. Hope Drive, Rancho Mirage, CA 92270 SCOTT A. WIEBORG DATE -SAW - g Z( CITRINE PRECISE GRADING AND PAVING PLAN R.C.E. 80375 CHECKED BY BR)4N MCKINNEY, P.E. DATE 760.320.9811 msaconsultinginc.com EXPIRES 03/31/23 �(-r(- C t PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-1, LOTS 61-66 12 PRS R.C.E. 49418 EXPIRES 9/30/22 BEING A PORTION OF THE NW 1/4 OF SECTION 21, T. 6 S., R. 7 E., S.B.M. SHEETS r.. APPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE qIs .2m]CITY C �t AA -A ' `i/7 A. J. ORTEGA DATECHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA OF LA QUINTA _ CHAMPI{ON8 WAY W i I - f - - -�- - - I - - �- - _ 1 W - \ W� 1 14 I 14 W rnm0N000 . Nc0 SOD _ _ Nr ON 7h _L0 Lnm �,fl to 00 Ole M,I1 1 NW�r�Wt''c0 �r N� WL -�. NO �m cO 2 6 ISN 00 t7I BMJ amu] NLL70000 01 to �0 I M]00 Of 00 �O u]O u'1� 14 O� .+a nrn I M O» 14 m(N NrN rao� 2 6 SCO 0000CW� "�• 1 2 6 r r O u] N n n n 00 00 00 co W 00 N W of M N M N 2 6 I an d- M ctL.-. I Ol Ol Q) m '- d-� rnm �� W mrn Cni'M-��-. -W-��- rnrnrnrn `rn°- �--`�nra- �- rn rnrn- mrn rnrn rn rnrn_ �- w--�ao- o, o, -�'ic,oN rn00 2 6 <rn rnrnrnrnrnrn �-�d-� 3 a��d- `rte coir W- -d- w aoco `� d -a �a I �� d -.r rnap o,': �0 ,�..>`... �O I'd �t 14- - 3 1 J UJ UJ 3 O>Ql rn0i 3 1 rnrn r Cn 00 ♦-LL UJ FLL _ ` FIJI V> V HLL �� I Cn FLL � HLL UJ UJ HLL C.�� UJ UJ UJ VJ UJ UJ �� UJ VJ UJ '�� Q7 O]p� UJUJ UZ FLL hLLI UJUJ O F -Li HLL I -Li I-4. FLL HLL HLL FLL f -LL I UJ UJ fid- UJ 3 d'� IU JHLLHLL LL F-li FLl �LL O> LL WI o 51m) n ° 47.27 �(5oLJ 4 FS 497.99 5 U �W,15^ �... �... 5 4 5 rW-I1. 4' r1 41 FS n FCn _� FS 498.14 T . - W . T V ,..., �\ \ IN N 7-_� FS 498.51-- - FS 498.67 0 ? 1 FS 498.91t 99.05 - L J I I- J w �I FS 499.38 \ \ i FS 498.35 8 fS 498.22 u = 7 1 / n 1 - FS 498.35 FS 498.74 a N 4 � ro FS 498.35 FS 499.56 b m93.05 99.21 499.51 i >L -.FS 498.83 2.00% FS 498.55 /lo N IN o FS FS of / y FS 500.16- \ 11.94' FS 499.55 FS 499.07 ° �- - /-- '- FS 499.88 2.00 o FS 499.70 2.00% - _ o a °6' - p o I OF 498.95 r "?- _ j�lro ❑ -.. '�,°.�;- `I 8 _-� F5 .499.53 MI 500.11 499.90 6 M M o 1 q N- of I GF 499 68 8 cy „� ro 1.87%- 7 I - FS FS OF 500.27 w rn m w� 01 rn I ]MV!, rn I I(n of of N �I FS 499.78 500.19 I 8 cn I° - FS 500.03 1 0 a .No�I FS 499:94 FS rn-FS500.08 I I ...Ioo. l..32�� ° I LLx I o 'LLm 7 1 W.� 1�1-'o. .7 uT_ FS .499--85 rn m-... II ��..; N �,5. ° AAQ , o� ° I FL 499.50 t _,. N� o o. v "4 7 4.02'.- _ 4�ti o� o i I � - J o,.� GF 500.44 - GF 499.44 N� - _ o �N OF 500.74 a � - � GF 499.94 o -O -: o I OF 500.46 L - - ;.1- '- _ `\ TW 505.30 D Q p - PROP. DG PATH 9: - 'I TW 505.80 j 1 rn cn _T t TF 498.63 4 �. _ T TF 499.13 9 - n SEE LANDSCAPE ARCHITECTS I6.03j 15 rn T m PLAN_ FOR DETAILS. (TYPICAL)ERRER TW TF 499.93. LOT 27 , 5 - -- =-=- I H _ _ - ' � 0, TW.505.8 _. _..- PE 4 ;,'t 1 r� a TW 506.60- v- oo g TW 506.30: �, - _ '15 cYo 9 F 4991:93 a° s'J N LL� �, cc TF 499.63. '� 1 I o �O O Ln Iz C,,1 °I LL LL 1 LL 1 li Vl \ 1 11 b 0 0 - -T ° �2 �I N - OS 1 FF 499.97 0 - I 5 0. 8 e - - _ _ ��' - w 2% uo�, II_v FF 501.27. 1 \\\ FS 499.64 1 N� 8 FF 500.47 I I F1 FF �- - I �Ji� FS 500.94_ TL FS 50°.14 I �i FS 500.64 of 8 \ \ 1 499.58 500.08 - _ - -_ B 500.86 FS I I OPTIONAL �' I I FS �" .FIREPLACE \ I I IFS T 22 FF 501.27 FS 500 94 ` PO 500.6 8 0l I I I 1 FS9.58 FF 499.97 500.08 2% o LOT 24 �,, FS FF 500.47 I I - - - FS Ts- � - Fs 499.64 - - - FS 500.14 PLAN 5A ° M��'N -T- ------7 - 1 FF 500.97------T- 8 0) PE I LOT 25 PE 500.3 LOT 23 \ hh3��. LOT 26 PLAN 6A roc 455.25 PLAN 6B TOG 498.7813 FF 499.97 INV 496.98 1s FF 500.47 1s FS INV a roc 500.0913 PLAN 6B �1 INV 496.45 0 0 , _ FF 501.27 PE 499.8 o INV 497.76 I PE 500.6 T PE 499.3 1 FF 5OO 97 1 s I I 8 g FS 500.64 H=0.3` FF 501.27 _ 499.58 2% 500.082% 12 5=15 D% I 1 500.86 2% FS 500.94 SIDE YARD i tl\12 S=1 9.0 FS I FF 499.97 -16 1 12 L=144.00' FS I FF 5°0.47 16 I FS I EASEMENT 1 ° N FS 499.64 H-0.5' S=1.00% FS 500.14 H=0.5' 12 L=147.00' m iN G 999580 t 3 1 S=1.00% 8 y I ° 1 I I 4' SIDE YARD I 4' SIDE YARD ,` 4' SIDE YARD EASEMENT I EASEMENT EASEMENT I( 1 500.58 so, ooI{4 Fs { 1 of 1 FF 500.97 a 1 I 11 t I ------- FS 500.64 1 1 LOT 28 0 ° 500.58 I I OPTIONAL 1 1 PE 4 1 I OPTIONAL T OPTIONAL T o FIREPLACE\ I Dol FS I I FIREPLACE _ FIREPLACE I n- --n 15 n-- N 8 1 15 =J �� -- o T ° - 1 49958 :. 500.08 FF 500.97 500.86 FS _ - 1 _ FS 500.64 1 _ FS _ _ _L - ° FL 499.00 r--------- 1 TW 506.60 IT------ �I HP N 5 N-- g TF 499.27, � o FF 499.97 TW 505.80 II FL 499.50 1 FL 500.00. FL 500.30 TW 506.60 o I FS: 499.64 TF 498.47. 1 HP FF 500.47 TW 506.30 HP HP FS 500.94 TF 499.93 o 6 FS 500.14 TF 498.97 .14 _ FL 499.00 . 4 I j FL 500.30 3� `D FL 499:50 FL 500.00 vI' HP ° � i HP01 HP 1 N HP . v o v OI SII n,Il u'i �/d -0 i OI �I Lot I� - M ^ 497.07 11 WW1 497.61 o1 ° 498.05 1 1 498.37 ly 0 0 o INV \ I INV NV 497.14 TOG 498.78 C�b' a / o �� TOG 500.09 NV 497.29 13 ❑ ` 497.68 TOG 499.29 13 ��b n o C d \ 498.44 INV 498.59 13 INV 497.79 498.12 TOG 499.80 INV 15 ap ` `� 1p 4�4 `� o �/ rn - INV �/ ` 13 J o, INV 15 LOT 29 ~ �`�.50% 50% _, n \`� 0 15 INV INV 498.30 c ` 50% -}- -�- -' E- .. -. .. F- -. _� 0 ..0%� \� - ` -meq,-r 0.509 F- e� y �`_� =3-- .. PE 4 44.oa' �.� "� LL - - - o.so% 42.36' ° 50.00' � mor ° ° 48.58' a 66.01' TOP TOP -TOP° TOP TOE NF 505.33 TOP NF 506.00 TOP NF 5°6.00 NF 506.00 1 TRW 500.33 TRW 501.00 TRW 501,00 TRW 501.00 top TOP FG 499.3 (NE) FG 499.8 (NE) FG 499.8 NE FG 500.3(NE)NF 5 00 NF 506. TOP TOP T°E NF 506.67 roP FG 497.3 SW FG 498.0 SW FG 498.0 (SW) FG 498.0 SW I PROPOSED WALL. TF 496.°0 TF 496.67 TRW 5 .00 TRW 501. PROPOSED WALL. TRW 501.67 TOE Toe SEE SIGNATURE WAL TF 496.67 TF 496.67 TOE PLAN PHASE 2 FOR fG 500.3 (NE) FG 500.6 (NE) SEE SIGNATURE WALL FG 500.6 (NE) DETAILS. FG 498.0 SW FG 498.7 SW) PLAN PHASE 2 FOR FG 498.7 (SW) -SD 7 Tri n�o� -t E DETAILI$ TF 497.33 -�Fs� (iF -� CONSTRUCTION NOTES STORM DRAIN O1 SAWCUT EXISTING AC PAVEMENT OR PCC. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 12. ALL SDR 35 PVC PIPE AND FITTINGS O2 REMOVE EXISTING AC PAVEMENT. 12 INSTALL 4" PVC (SDR -35) PIPE AT 17 MIN SLOPE. SHALL HAVE RING-TITE JOINTS. ALL 3O REMOVE EXISTING CURB AND GUTTER. 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 12. QPoFESS/qt COPE VETE SHALL CONCRETE. BE 650 -CW -4000, 4 CONSTRUCT 6" CURB AND GUTTER PER CITY OF 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 12. Q� ,Ilk. Wtfeo Fy LA QUINTA STD. DWG. N0. 201. h� G q y� ^- 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 12. h lb O Z NOTE REGARDING GRADES- CONSTRUCTD i g Alert VO �� OO CITY OFLA QUINTA STD. TE DRIVEWAY APPROACH P220ACH PER 16 CONSTRUCT STEM WALL. SEE STRUCTURAL ENGINEER'S PLAN FOR DETAILS. W C80375 m UNLESS OTHERWISE STATED: R Exp. 3-31-23 DIAL TOLL FREE 0' 10' 20' 30' 40'©INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. FINISHED GRADE AROUND BUILDINGS = PE 1-800-227-2600 7) CONSTRUCT 4" THICK P.C.C. DRIVEWAY. (P c EXISTING UTILITY CONFLICTS WALL PERMITS ® CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S �'qT / \ OQ� © Copyright 2021 EXISTING UTILITIES IN CONFLICT WITH PROPOSED SEPARATE PERMIT FROM THE BUILDING AND AT LEAST TWO DAYS SCALE 1"=10' PLAN FOR DETAILS. F OF CALF MSA Consulting, Inc. DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY SAFETY DEPARTMENT SHALL BE REQUIRED BEFORE YOU DIG9O CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. REVISIONS APPROVED DATE BENCH T.B.M. NO. 1 ELEV. 472.91 PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET " MSA CONSULTING INC. MARK /J �/ �� 80375 DRAWN BY TRACT MAP NOS. 36537-1 AND -2 -THE SIGNATURE 6 CONSULTING,LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE (4 > PLANNING > CIVIL ENGINEERING92270 SURVEYING AERIAL SURVEY SCOTT A. WIEBORG DATE SAW z?Z CITRINE PRECISE GRADING AND PAVING PLAN °f�'] 34200 Bob Hope Drive, Rancho Mirage, CA 92270 R.C.E. 80375 CHECKED BY BR N MCKINNEY, P. DATE 1L 760.32o.98T1 msaconsultinginccom EXPIRES 03/31/23 �!•`j-Z/ PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-2, LOTS 23-26 PRS R.C.E. 49418 EXPIRES 9/30/22 BEING A PORTION OF THE NW 1/4 OF SECTION 21, T. 6 S., R. 7 E., S.B.M. SHEETS DROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE Allaq CYWAA Z/h/Z02-1 J. ORTEGA DATE CHERI FLORES DATE LDING OFFICIAL PLANNING MANAGER TC 499.28 °0 m o �\ / `_`' --S-_ -- - �. ._.- -S- QUINTA ICITY OF LA NTA QUI F 498.81 rn cc r` \ W \ 1 �� o corn 49 26 3 . FL 496 :73_ , ao oa \ t -_ _ 2 6 FL 496.77 S CHAMPIONS WAY 1 _ �rn �4 nCO . NN I4 t7 0)m FL 496:H5 y i t _ N 14 _ f _ CO t �M 1 _ - - �-7E 1 mo) `° � --� � � rn `r � JU J o t ` rn S.:w � � � U � � � � ��-'� i- - � °' 4cr < / co r` w 14 r` n n �` U o > �-'� , i °� cr` cr 06 ror7 "Co 14 rn0 rooa�00t� o I -w •* 0<0 1 �omcol 3 1 `-1 .,- /ao arn- rn rn ad ao °° o co ^ ao o n ^ co m d- t` r° ao co ^ 1 rJ 0) 2 6 N N � � m = ,o = -0, m co I � w �- _ rn moo v � 56� , �', ro w rn ao N rno 00 C6 rn ono o �� cow t oo� rnrn d-� �ro aom .t 2 499masc�Ud oo3 1 rv- v ~ O� �� /// 497.94 c�j� -r rn i ( 00.14 49g y i FS 500.02 a - o o� 7 4 ti ,--� I 14 N FS 498.09.. �V f m FS 11 11 '� 9166 - �C`-5'1-x\ 10 PROP. DG PATH /tSpp.28 FS 5p �; _48895. 598.82 r: -'• I 1 1 33 / FS 0,31 500.40 500.32 6 c� FS / - FS- 498.65 FS 498.48 498.78 I J FS 498.48 _ °? J f � .�- 1 _ � � _. = 8 � 1 � 505. / SEE LANDSCAPE ARCHITECT'S / r�rj 'n \ s00_�0 FS / FS FS FS 499.7 N 499.16 _ r � FS I 1.. FL 498.70 1 1 TVF 500.33 t SOp.36 500.47 /I 9 15 z 498.95 FS 498.93 ° N - - _ ` PLAN FOR DETAILS. (TYPICAL) / o` o �,� / o o - _ t : FS co - o °0 HP O 499.0 ` 499.22 I _- X2.00% 95.65 { I�� - _ - 1 _ / FS 4 1? I J 98.00 fn 0 497.35 g.�, ° g GF 5 p GF 499.89 FS 499,51 FS o ui fit 14 TF N m p 24 ° v ° o O ° n l 2 499 INV / � >L 4 -; `� ^ro N �4 � � � 8 of � _ � �: m o - cwGF.. p N 1 1 i o. rn rn t ro .34 c° - 1 <0l I co _ 495.78 = � TAW 505.00 � 1 FS 499 FS -499.19 0 FS 499.56 0,l a co -u FS 9 TTWF 459096..9630 x. /// / / tFH 50030 -oi FS"49-9.4� Lull . 1 TW 505.50 rn t II'd- TF � 500.00 t w ° i FS 499.49,FS 499.63' I FL 499.20 1 FL 498.7Q o ° -- -o HP v - r a II HP TW 506.30 SQ g / Q - GF GF 500.04. o I 4 O 44 8 I b .G TW 505.00 - vs. - � a - GF 500:06 , I TW 505.50 N - FL PROP. DG PATH I 9 - t 1. TF 498.33 r so I TF 498.83 HP. ` 4 496.66 rn TW 505.90 / •-- - r -_ F 498.57.: SEE LANDSCAPE ARCHITECT'S 4' 9 I 1g: - d / 50.0.$8 r ,� PLAN FOR DETAILS. (TYPICAL) IN - o - TW 505.50: -. 6.15 - - - �. o j 496.91 9 TF .498:83 _� a •, _/ �� \ ` FF 501.27 ;:- �' -oo o 5.� I F 499.60 I o a� _i INV -FF 499.67. 499.28. 1 1 �'� ° o W' l p% FS 500.94 r iD iO o i I H I o .I FS 499.34 FS 1 �1� ° o ' LOT 23 �, T , �'r i 1 ' � ?� o /r �� t 11 `� O PE 500.6 / OPTIONAL o� I VA 1 1 / FIREPLACE a - / �j p 7W 505.90I FF 500. 17 I FF. 499.34 499.28 ! r- _ \ W - 9 F 499.23 r '•, � I FS 499.84 1 FS 499.34 2� FS_ / 7 2 L=103.00' 5=1.03% / -u 500.58 8 ° ur / LOT 22 W FS FF 500.97 \ I F5�0AS �,FF 500.5 II I, 1 FS 500.64 \ l FS .500 244 II II FS V' 1 L=73.00' `I ' 1 ' y / PLAN 2 1 \\ 499.78 a S=1.71% 12�`V�4 ° G - - - -I - - - s OPTIONAL I I L=97.00' 12 LOT 18 ` D - FF 5.20.17 S=1.18% PLAN MR) 1 SIDE YARD 500.88 FF 501.27 - - - - FIREPLACE I I FS 499.84 1 �4 FF 488.67 EASEMENT FS % ?9 8 PE 500.6 i. _ 500.58 I r-,� �0 1 I 499.78 2% PE 488.0 13 TOG 498.47 a 8----u _ - ES ( - �' I I FS .� 1 INV 496.97 ° _ \ b n / _ ❑ ------T LOT 19 INV 498.4 13 499.28 ' TOG 500.10 / FF 501.27 T _ FF. 500.97 of 1 I - - - - - - _ 8 15 {N r TOG 498.47 .� 1 INV 497.82 13 / FS 500.94 1 o ' L FS 500.64 o o FF 499.67 2% 1 FS TOG 499.7913 LOT 21 SIDE YARD T I PLAN 6A .q �! FS 499.34 t „� INV 497.47 18 EASEMENT �`` I I I FF 500.17 '� , L=138.00' 8 / 1a PLAN 6A a L=84.00' t PE 498.5 ' 12 S=1.009 PROPOSED WALL. �� 15 D=0.3' 4� L=153.00' ! 1 FF 500.87 D=0.4' I 12 1 12 I SEE SIGNATURE WALL 5=1.00% 18 5=1.00% I i I PLAN PHASE 2 FOR ' f 500.88 PE 500.3 FF 500.27 a L=146.00' � 500.18 2% o FS 29 12 0 FS 500.24 D=0.4' I _ �o 1 DETAILS. 8 S=1.00% I FS ! ,�,, __45FS00.58 1 8 M LOT 20 Fs9.7a I 8 I I �.A 9 15 11 u p / / FF 501.27 111111 / 500.88 FS 500.94PLAN 5B FF 500.17 1 ' FS �� 4cp ' FF 500.97 �� FF 50.57 I FS 499.84 / t FS 500.64 I SIDE YARD I 4 1 0 r� ! PE 488.8 EASEMENT �. r TOG 499.40 OPTIONAL 1 ` •� N� 8 / rLp 15 I INV 497.13 13 I 1 '' FIREPLACE 1 ' I 1!FF 501.27 - t 41 t 2% 1 I II, ' 1 499.28 1 ' 1 I FS 500.94 8 . r. I I 0 .9 FS 500.18 f `�, I I TOG 498.88 _ - _ ❑ T 99.7 SIDE YARD �`` _ _ _ 13 r i EASEMENT / I ❑ - ] TOG A- I I INV 497.38 I FL 498.70 _ - - - - - - FF 500.57 -�- I 13 I OPTIONAL 1 HP _ - - - FS 500 24 INV 497.38 I I .FIREPLACE OPTIONAL i � � I I I.-�--n I a TW 506.60 / FIREPLACE I 500.18 ___ -�� FF 499.67 �` 15 I FS 499.34 TF 499.27 rr FL 500.00 FS FL 500.30 % HP_:FS �I / HP FL 500.30 '� T _ e N 8 : 499.78 I �o FL 498.70 ° r HP 4 _ -L _ I o,}, -FS - - J- - I tp HP o o FF 500.57 498.34 i' N FS 500.24 I q o INV -` FF 500.97 TW 506.30 �• fi TW 505.90 f FF 500.17 I� r o FS 500.64 TF 506.3 i TF 498.57 FS 499.84 _ 15 ° CW � 0 4 498.41 FL 499.60 I 496.82 - L yv � INV TOG 500.10 4i° 13 INV 498.60 i�o i HP INV o - y 4' �� FL 500.00 HP 499.60 � HP 498.1 N Q•5 44 INV _ - o �.. ` .'�-- TOG 498.47 13 41 45 zo 66.00, .. a� I _ I 496.89 INV 496.97 33 _ Toa cn INV o - TW 505.50 iV W 500 3 N r°e T 406.fi0 \ 498.17 9 6' - ��d F 498.17 NF INV 5 TOG 499.79 ` 497.65 15 / o 15 13.33 ZF 496.00 S 13 I. d R FL 499.20 T O6 r - 09 INV 498.29 TTTT FCW OG, °p roa �- 15 ��b I INV HP 030%�.. PROPOSED 50 WALL. 33 PLAN PHASE 2LFOR 70G 499.40 3/V - E 0. .. SEE SIGNATURE WALL 49233 (S{y� i� 7VF - TW 5 .3 `� 497.72 13 INV 497.90 58.94' 1oP F OS• 3 c ' °F 5 TRW 506 00 66.00' 98 97 �`� INV 0 0% 0.5 % E/ �1F 505.33 RW 5000 �N\ DETAILS. \ PROPOSED WALL. TRW 6.6�, FG 501 00 _ >..._. ^->_ �- E--• TW 505.90 -SRW 500 3 FG 499 3 5FS�S \ SEE SIGNATURE 2 FOR L / FG 5 6 8�2 \ \ FSG ,.498.0 (Nf TOP 66.00' TF 498.57 Top FG 497 3 FG 496.00 EPLA' t_ \ DETAILS. TF 4g 7 (Sw) T\96.67 (SW� Toa NF 506.00 3 FG ETF ' TNF 50 TF 496 00 F I F's\ \ TRW 501_.20 TVF s06.00 TOP FG Sa0.3 N R TOP TRW 501.00 TRW 50 .33-- \ \ FG 498.0 S FG 499.9 (N FG 499.9 ((N N) TOE FG 498.0 (S� FG 497. �S} \ FS TF 496.67 FG 498.0 (S3 , I FS--- l t TF 496.67T TF 496.67 TF 496. 0 CONSTRUCTION NOTES STORM DRAIN O1 SAWCUT EXISTING AC PAVEMENT OR PCC. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 12. ALL SDR 35 PVC PIPE AND FITTINGS O2 REMOVE EXISTING AC PAVEMENT. 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. SHALL HAVE RING -TITS JOINTS. ALL O3 REMOVE EXISTING CURB AND GUTTER. 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 12. oQvofESS/qt CNCR0 TYPE VETE SHALL CONCRETE. BE 650 -CW -4000, 14 4 CONSTRUCT 6" CURB AND GUTTER PER CITY OF INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 12. Q� -0 X. w/Fe 'e" LA QUINTA STD. DWG. NO. 201. �2 �o 09 'G9 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 12. c� w O NOTE REGARDING GRADES' CONSTRUCT CONCRETE DRIVEWAY APPROACH PER UNLESS OTHERWISE STATED: Di Alert 5 GRADE AT EXTENDED FOOTING PER DETAIL FON SHEET 12. SEE a m 9 0 CITY OF LA QUINTA STD. DWG. N0.221. 18 w C80375 m OR ` `� ARCHITECT'S/STRUCTURAL ENGINEER'S PLAN FOR DETAILS. Exp. 3-31-23 DIAL TALL FREE 0' 10' 20' 30` 40' ©INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. FINISHED GRADE AROUND BUILDINGS = PE O CONSTRUCT 4" THICK P.C.C. DRIVEWAY. mj c / ti �Q EXISTING UTILITY CONFLICTS WALL PERMITS 1-800-227-2600 ® PLAN RU TD4" PS.C. PAVING. SEE LANDSCAPE ARCHITECT'S 9p� ` �oQa © Copyright 2021 EXISTING UTILTIES IN CONFLICT WITH PROPOSED SEPARATE PERMIT FROM THE BUILDING AND AT LEAST TWO DAYS SCALE 1"=10' of CiAkO MSA Consulting, Inc. DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY SAFETY DEPARTMENT SHALL BE REQUIRED BEFORE YOU DIG9O CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIIGNNEED, BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET No. REVISIONS APPROVED DATE MSA CONSULTING, I N ( MARK T.B.M. IDN 1 ELEV. 472. D Q /J / 80375 TRACT MAP NOS. 36537-1 AND -2 -THE SIGNATURE 7 LOCATION AE NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE,, , W>' DRAWN BY OF > PLANNING > CIVIL ENGINEERING > LAND SURVEYING AERIAL SURVEY SCOTT A. WIEBORG DATE SAW �L 34200 Bob Hope Drive, Rancho Mirage, CA 92270 BR AN MCKINNEY, P.E. DATE CITRINS PRECISE GRADING AND PAVING PLAN 12 750.320.9871 msaconsultinginacom EXPIRES 03/31/23 L/_Z_Z/ CHECKED BY PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-2, LOTS 18-22 PRS R.C.E. 49418 EXPIRES 9/30/22 BEING A PORTION OF THE NW 1/4 OF SECTION 21, T. 6 S., R. 7 E., S.B.M. SHEETS DVED FOR PERMITTING PLANNING & ZONING COMPLIANCE 1g12o2-I ]CITY 41/7120 ORTEGA DATE CHERI FLORES DATE )ING OFFICIAL PLANNING MANAGER OF LA QUINTA OF LA QUINTA CHAMPIPNS WAY 4 14 14 14 N o oM 7m o vin �= I 'o00 i r rN 1130 I tC3 ISO mud O 77 N OJW ON Mif3 001 Nd' M_ <om �� ON c�0« C0� M00 t^'3� 7m W 10[37 �01 c M Mu7 t(3O 0� hN COM mLL] NN aNOO m7 0 �0 �� N� caN WM to Om NM 007 0J7 O COW W00 0! 00W CoW WW x000 ZD CO mW mW mm� mm 001 001 001 O 00 C7m 00 00 00 O �I� M0 7 t',o Ism �� IL ren nl� �I� �� crib ^ �n aoau mm moa o`Oi� mm mm mm mm mm mm mm mm � rnrn rnm 2 6 a'm dc'-� �d°itoo-t LO om oat voivouoivoi�rn77 7 7m mm 0 mm m __ 2 6 mm 77 77 7m 77 77 77 7 77 77 ?mm mm mm m 77 77 77 77 77 77 0077 _ 7 77 -� M�. 77 7 M- 77 _7 -MMAS ---N MUJ ZUI.,_I-i+- oz Ir Y .. i 12 L=154.00' $ 5=1.00% 499.38 2 F ° --- FS - ° I II Ei 4--4' SIDE YARD EASEMENT �T 'I 0 I H=0.7 4' SIDE YARD EASEMENT =148 00' H=0.7' 12 L=152.00' 8 S=1.00% 501.48 FS �' O -- ] - - - - - - - - - II 501 48 I 12 L=152.00' 8 5=1.00% 502.38 - - FS ---1 _] FF 502.77 - - - FS 502.44 T502.38 TF 501.00 TF 501.00 LOT 87 PE 503.0 4' SIDE YARD EASEMENT 499.38 L-145.00' rs=1.00% OPTIONAL FS t I FS 12 OPTIONAL 01 FS 5=1.03% FIREPLACE o Lei I I FIREPLACE vx 1 �� 8 vox 8 N� \FF 502 77 FF 499.77 I 1 FF 501.87 FS 502.44 500.18 500.88 FS 501.54 TW 508.10 TW 509 00 FS 499.44 TW 505.90 \ ES- - _ 1 - ES- - - L I TRW 502.10 I TRW 503.00 \ _ TF 501.00 4 ° TRW 499.90 I ❑ _ _ _ I _ - - ° TF 500.10 -\ g� TF 497.90 77- - - ° 8 I I I I TW 506.60 FL 500.30 TW 507.30 FL 499.60 FF 501.27 TRW 501.30 FL 501.80 FL 501.80 FF 500.57 TRW 500.60 HP FL 501.00 11' FL '498.80 g•,� HP FS 500.24 TF 498:60 j g' FS 500.94 TF 499.30 4' g HP I HP HP HP I I HLP 498.80. �� --- I -- - HP 501.00 FL 499.60,1 HIP FL 500.30 `v O rw3 o,� 10 r Ol OL x v IF n I I 1 5 Io� 15 j I t5 01 I TOG 500.09 �, I 499.04 I\ 499 84 U�d r - 496.82 TOG 499.39 U �! I`NV TW 508.10 o 4g7.7p 498.37 13 INV 498.59 © JI` U�V INV �\ INV TOG 498.60 %V TW 505.90 l INV 497 77 INV 497.89 13 TW 506.60 U/V IN \ NV 5 01.10 0 496.89 13 TRW 499.90 ❑ 498.44 TRW \ 499.11 13 INV 499 30 o TRW 502.10 N99.91 13 1 TW 509.00 INV o INV 497.10 TF 497.90 �. INV o TRW 500.60 ��\ INV o / INV F 500.10 `meq = 0 50% TRW 503.00 50% .50%TF 499.30 .. c' �' ..� �__%O.SD%T e-� ---�-- �- °- F-- -- e' L/ _ I _ .50� }_�_ .. �0.50� .. y??_ .. J�.50%TF 498.60 __ 501.00 I55.00' 1 53.00' 3.00' 53.00' 42.35' 10.70' \ a to NF 508.00 NF 508.00 TVF 505.33 NF 506.00 TR 50 1. 7 NF 506.67 NF 507.33 NF 507.33 TRW 503.00 PROPOSED WALL. TRW 503.00 TRW 500.33 PROPOSED WALL. NF 505.33 NF 506.00 TRW 5016 7 PROPOSED WALL. TRW 501.67 TRW 502.33 TRW -542.33- FS_ _ 1 1 N SEE SIGNATURE WALL FG 502.1 N TRW 501.00 FG 499.1 N SEE SIGNATURE WALL FGW499�'33 FG 499.9 (N} FGW499 90(N FG 500.6 (N) SEE SIGNATURE WALL FG 500.6 (N) FG 501.3 (N) FG 501 3 ((N FG 500.0 {lam PLAN PHASE 2 FOR FG 500.0 (S3 r- -�`}q•0 FG 498.7 S PLAN PHASE 2 FOR FG 498.7 S FG 499.3 (S) FG 499.3 (S� �' \ DETAILS. TF 498.67 FG 497.3 �S� PLAN PHASE 2 FOR FG 497.3 TF 496.67 ---FS-- FG 498.0 (S� TF -4.g _ DETAILS. TF 497.33 TF 498.00 /F5 TF 498.00 TF 498.67 RFs` I I TF 496.00 DETAILS. TF 496.00 -FS-_ TF 496.67 --_FS_ I FS CONSTRUCTION NOTES STORM DRAIN O SAWCUT EXISTING AC PAVEMENT OR PCC. 10 CONSTRUCT COMBINATION GARDEN/RETAINING WALL PER SEPARATE PERMIT. ALL SDR 35 PVC PIPE AND FITTINGS O REMOVE EXISTING AC PAVEMENT. 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. SHALL HAVE RING-TITE JOINTS. ALL O3 REMOVE EXISTING CURB AND GUTTER. 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 12. QPoFESS/0* TYPE VETE SHALL CONCRETE. BE 850 -CW -4000, ® CONSTRUCT 6" CURB AND GUTTER PER CITY OF 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 12. �� act IN. IN so Fy /� � LA QUINTA STD. DWG. N0. 201. 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 12. _y 5� 9O Q� D I g Alert �/O �� CONSTRUCT CONCRETE DRIVEWAY APPROACH PER O Z NOTE REGARDING GRADES 5 16 CONSTRUCT STEM WALL SEE STRUCTURAL ENGINEER'S PLAN FOR DETAILS. m UNLESS OTHERWISE STATED: CITY OF LA QUINTA STD. DWG. NO. 221. Lu C80375 m R 6 INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. °C Exp. 3-31-23 FINISHED GRADE AROUND BUILDINGS = PE DIAL TOLL FREE 0, 1D' 20' 30' 40' 0 1-800-227-2600 �7 CONSTRUCT 4° THICK P.C.C. DRIVEWAY. �c EXISTING UTILITY CONFLICTS WALL PERMITS ® CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S qT , pQ� © Copyright 2021 EXISTING UTILITIES IN CONFLICT WITH PROPOSED SEPARATE PERMIT FROM THE BUILDING AND AT LEAST TWO DAYS SCALE 1"=10' PLAN FOR DETAILS. F OF CALF MSA Consulting, Inc. DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY SAFETY DEPARTMENT SHALL BE REQUIRED BEFORE YOU DIG90 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. REVISIONS APPROVED DATE BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA SHEET NO. �• I MARK T.B.M. NO. 1 ELEV. 47.91 SAW CITY OF LA QUINTA, CALIFORNIA 8 MSA CONSULTI LOCATION �Jf 80375 DRAWN BY i8 TRACT MAP NOS. 36537-1 AND -2 - THE SIGNATURE 8 > PLANNING > CIVIL ENGINEERING> LAND SURVEYING C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE _- -� AERIAL SURVEY SCOTT A. WIEBORG DATE SAWS = CITRINS PRECISE GRADING AND PAVING PLAN OF 34200 Bob Hope Drive, Rancho Mirage, CA 92270 R.C.E. A. WI CHECKED BY BR AN MCKINNEY, P.E. DATE '12 760.320.9811 msaconsultinginc.com EXPIRES 03/31/23 `"l-��Z� PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-1, LOTS 88-92 PRS R.C.E. 49418 EXPIRES 9/30/22 BEING A PORTION OF THE NW 1/4 OF SECTION 21, T. 6 S., R. 7 E., S.B.M. SHEETS N l �p _ CHAMPIONS WAY NOD N � - -- 7'0 M---crOl, o rn W of ui t` I- r, n co 14 --�- - - _ CO V) N Z0 M e .� O O M ¢1 d' 7 7 6 Cn W OI CA m O� OJ pj M nn __ _ - M M t d- .r �' rn rn m 0) rn rn p� pi d- rn r7 CO 00 00 O N -T- I 'mt d -d- mm rnoo w� ova coon 00p �� 3 i-( ) U J d' W O> M 00 c- N N ID Lo O n I {1 UJ!_TO> Op> d -to o0 Nt0 001 IU-iff �� c�� J M--_. •r _d-� 2 6 rnrn rnm p�j� 00'6001. Nr- 4 N eco wo UZU FU-lJi UJ Jr M' /�-- d�7� t0 OD I': 00r NN OO mm f-Uw w J UJ TOG 500.59 T7 141NV 498.42 ; o f5 500.36 5 4 L 53.13' _ 1 498.48 °• ` FS 500.19 , ,T T j INV K 500.99 4 15 �`*. �I 4 5 1� 11.54' FS 500:45 FS ° �.- LO 7 FS 499.92 FS 499.14 w LWj - 30.05'1 FS 500.65 N1 �M: FS 499.34 FS 498.82 �- -I I b\ FS 500.15 , n 4 FS 501.21 FS 501.02- °p n tO L _ ,� 7 FS 8.94 FS co I m 502.59- 1 FS 499.31 n Iq FS 498.36 c�j_ 7 FS 501 48� I FS / FS 500.78 3�2% __ ctt�I , P� " FS 499.16 SFS 501.29 FS 501.48- FS1.69.. FS1.43 I� �� o in FS499.76 t7 m J I / - FS 15 I n - o 0 11 GF 500.94 in � ^ w _ o -- FS- 501.55 o o I - o o FS 500.39 1-7" o / , FS 499.78 3.07 FL 501.30 / j o 'o 0 0- -- _ m, 06 I I I FS 499.8T N I (f o - o - `€S TW 507.90 / j GF 502.04 - ; �. m m 4 J J II I 8 `° �' II I GF 499.94 1 cu It Lq - F` 9 TF -5 01.23 o o - _ - 502 06 GF- 500.94 I FL 499.50 \ \ \\ �• I C - O =-- _ _ oT PROP:DG PATH TW6.80"SFF I ANDSCAPF :. ARCHITECT'S Fm - - APPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE - A. J. ORTEGA DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CIN OF LA QUINTA CITY OF LA QUINTA 14 14 14 'd �D �� O �� Oma}' �� 0]O �,(1 OJO rW i('1O 7O]�N ca �0 Nd' 0000 Wau �if1 11] in. N� �^ �^ �� M h"l OD �t0 Odd a� �� OO c0 m] o c0 i!'] O� M7N <D� �d X01 1t7� 00 (11 nl� rnrn rnrn rnm m"��`o I�<o co co com co co rnrn rnrn�� rnrn "qui Nut cncri rnrn u�M rnrn A- - M M -M - M -M- - - nd M- UJ UJ UJ UJ C7>UJ UJ UJ UJ /� UJ UJ UJC7 J 01 �wZ �w f -w 511:4 ' 53.00' S �1� r I 53.00' 5 E \ I � � 4 N W 4 � LJ LJ 1497.78 _ w 4 b I 15 �� FS 497.94 FS 497.02 FS 496.71 FS 496.18 FS 495.80 \ 7 o FS 497.36- d- i FS 498.15 _ 7 49 6.43 49677 FS 496.22 S FS FS 497,32 0 FS xlI I, - 498.78 3.07% r I FS 497 04 - cl-yam I 497.23 497.22 �17 -FS 49.6 I S7 . r 497.35 GF 498.94 v�5 497.12 FS c6 c6 \FS 498 40 T INV m FS 497.82 i 0 8 F 497:3 S 0 FS 497.30 - b\ S s\ ° r � "T J DLII I O INi INi 8 IN m w 4' GF 497.84 Tcp 000 - I .-. - -_ . I HPI I _-- --_ -= 4-9973 - I w �L 497.40 - = I - _ ..- ;- - I - w '_I I' 1 P 11 #',TW 503.70 �a - I I - g.TW503:70 I ,FG (497.0) T - 2% Ern _' - _ a 9 TW 504.80 03 C6 FF 502.57 I y\I w w I O TF 498.13 I rn m rI FS 502.24 0 �, w v �503.70/-''\ Iy W -- o - I 9 TW I - '=i - - -LL _ OPTIONAL of �� FF 501.47 I w �Y � F 497.03 J1 FIREPLACE II, N g FS 501.14 0-I -0 0 o� I -: t = n i F 1.08 of b FF 500.47 of - T 69 n ----n \ N� FS 500.14 N� FF 499.47 S FF 498.37 LOT 86 a S-2 75% FS 499.14 FS 498:04 12 • 5=2.75% I , \ I 5 0 08 459.08 8 Y -� - � - - 8 OPTIONAL PLAN 5A I I - I I F I -- FIREPLACE I E TING WALL. 12 L=149.00' i FF 502.57 Y 501.08 2% \ y-, Y S=1.00% FF 501.47 12 L=166.00' pl PE 501.9 Fs - - - - - - FS 501.14 W . r - 8 500.08 �.� s=1.ao% LOT 82 �I 15 502.18 I 2% I - - FS FF 500.47 49s.0a z% p1 PLAN 5A p TOG 500.29 PLAN 6C FS �- LOT 85 \ Y - - - - - _ T 8 FS 500.14 i-& - - - FS - _ FS 499.4 oI FF 49$.37 I I FF 502.57 "97D FF 501.47 \ tul T 8 4' SIDE YARD PE 497.7 LOT 87 FS 502.24 ro PE 500.8 "47 LOT 84 \ EASEMENT I 8 PO 9g LOT 6A \ M PLAN 66 T TOG 497.24PE 503.0 "499.151 I \ n \. TOG 498.2913 PLAN 6A 497.98 2% 13 INV 495:74 \\\ FF 500.47 0. wv 4ss s8 FF 499.47 0 Fs o l 18 \\\ I 15 pD=l.r501.08 2% �. PE 499.8 PE 498.8 SIDE YARD I 18 FS FF 501.47 i 12 L=146.00' �'�� - I FF 49.8.37 _( EASEMENT I - - FS 501_14 18 T 5=1.00% , 12 L_145.00' �, FS 498.04 D-1.1' \ I 500.08 2%5-1.00% 502.18 8 D=1.0' 15 FS 499.08 2% 1 FS 12 L=147.00' \ ti FF 500.47 FS II 15 ❑ - - - - _ _ - S=1.00% \ FF 499.47 8 FS 500.14 18 15 FS 499.14 18 yE 15 - - - - - ] FF 502.57 I I 8 D=1.1' \ fff - - - FS 502.24 Lel I b I TOG 497.18 8 b 502.18 �I I INV 494.81 13 FS7.98 of \ IFS T T-� T SIDE YARD of - - - - _ _ FF 498.37 FI OPTIONAL 4' SIDE YARD I 4' SIDE YARD '' FS 498.04 ' \ \ EASEMENT FIREPLACE , EASEMENT EASEMENT \ \ I FF 502.57 I --n I OPTIONAL I I \ FS 502.24 TW 507.90 _ T 497.98 TW 509.00 TRW 501.90 i FIREPLACE r REPLACE tt� FS T I \ \ TRW 503.00 TF 499.90 501.08 - -n I i 8 1 ` TF 501.00LL _ =J FS --n N FL 499.50 trL =� J� X I o FL 497.40 HP 500.08 - - � HP FL 501.60 N FS 499.08 o� FF 498.37 HP FL 501.60 TW 506:80 I - 1 I FS - 1 - ,�I FS 498.04 _ HP - TRW 500.80 i FL 500.50 8 TF 498.80 - - J - ow I --_ Y HP FF 501.47 9'1 N I 5 FS 501.14 8 Tw 505.80 i� i I` 10 II I TRW 499.80. FL 498.50. 8 TIN 504.80 y g•t' FL 500:50 I FF 500.47 TF 497.80 q' �,g° HP TRW 498.80 HP FS 500.14. FF 499.47 TF 496.80 \ 8' I FS 499.14 0" in I FL 499.50 I J 6.02' I 10,.. ,ni HP �t - FL 498.50 - - - � . 0 �... OJ, II HP o TOG 501.41 I 498.59 - 1 o: o t v a 13 C�V 1 .INV - I p. TW 509.00 rn� o INV 499.91 - ,� TW 505.80 o� �+- FL 497.40. 1 TRW 503.00 ori �.. OS 15 I 497.59 TRW 499.80. 0 TW 504.80 1 Hp TF 501.00 o' __ _ -� _- 1W 507.90 "\\ TOG 500.29 D�b' - INV TF 497.80 ! 496.60 TRW 498.80 495.29 - C 499.76 ` � '� �a 13 ❑ .INV TF 496.80 F 5.46' INV TRW 501.90 0 \- .. .50% INV 498.79 15 l , ° TF 499.90 .. i 46.66' - - -- - F- . Q SOZ TOG 499.29 �/ V E 498.66 �, f/ INV 497.79 13 15 / TOG 498.29 15 �/V \ G INV TW 506.80 �:5 13 15 ° . __ _0_ INV 496.79 IN 53.13' TRW 500.80 - F-- _. �'-S-O%� .. 0.50 0 0.50% 1.3 TW 503.70 TF 498.80 497.66 e- .. _ -�-_;__ .. .. � .. .. .. E-- _ 0.8 % INV 495.68 F 508.00 TOP 2.10' INV 496.67 495.36 -----��-�- TF (495.70) NF 508.00 T W 503.00 NF 506.67 ° TO 39-`x' 11.46' INV 53.00' INV 53.00' TRW 550 90 NE) F 501.9 ((NE TRW 501.6(7 T ° ° ° ° ° ° _ ° ° ° FG 500.0 �NE) F 500.0 (SW; FFG 500.8 G 499.0 (NE� PROPOSED WALL. NF 506.67 NF 506.00 ° ° TOP ° ° TOP °TOP ° ° T 498.67 SEE SIGNATURE ALL TRW 501.67 TF 498.67 / FG 500FG .8 NE TRW 501.0 NF 506.0 NF 504.67 NF 504.67 NF 504.00 PROPOS D WALL. NF 504. o PLAN PHASE 2 R FG 499.8 E TRW 501 00 TRW 499.67 TR 499:00 TRW 499. 0 DETAILS. TF 498.0 W� FG 499. �SW� FG 497.0 W� FG 496.0 �SW� FG 497.7 (NE) / TF 49$.33 SWE FG FGW49886 NE PLAN SEE SP ASE R2 FOR (( / / \ TF 496.67 FG 498. FG 496.7 SW DETAILS. FG 496.0 SW) To TF 496.6 TF 495.33 TF 495.33 TF 494.6 CONSTRUCTION NOTES STORM DRAIN O1 SAWCUT EXISTING AC PAVEMENT OR PGC. 10 CONSTRUCT COMBINATION GARDEN/RETAINING WALL PER SEPARATE PERMIT. ALL SDR 35 PVC PIPE AND FITTINGS O2 REMOVE EXISTING AC PAVEMENT. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 12. SHALL HAVE RING -TITS JOINTS. ALL 30 REMOVE EXISTING CURB AND GUTTER. 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. QPoFESS'0* TYPE V CONCRETE. NCRETE SHALL BE 850 -CW -4000, ®CONSTRUCT 6" CURB AND GUTTER PER CITY OF 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 12. Q� tt �•W1F F LA QUINTA STD. DWG. NO. 201. co Bog 'D� Dig A I e r t �IO �� 0 104 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEEP 12. y O NOTE REGARDING GRADES' CONSTRUCT CONCRETE DRIVEWAY APPROACH PER UNLESS OTHERWISE STATED: 5 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 12. � m CITY OF LA QUINTA STD. DWG. N0. 221. cc C80375 M 6 INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. 17 CONSTRUCT STEPS AS SHOWN PER DETAIL E ON SHEET 12. °C Exp. 3-31-23 FINISHED GRADE AROUND BUILDINGS = PE DIAL TOLL FREE o' 10' 20' 30' 40' 0 (� O CONSTRUCT 4" THICK P.C.C. DRIVEWAY. 18 ARCHTECT'S/STRUCTURALGRADE AT EXTENDED TING PER ENGINEERD PLANIL FOR ON OR DETAILS. I2. SEE �� C / V \ - \Q. EXISTING UTILITY CONFLICTS WALL PERMITS 1-800-227-2600 ® CONSTRUCT ET P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S 9r ��Q� © Copyright 2021 EXISTING UTILITIES IN CONFLICT WITH PROPOSED SEPARATE PERMIT FROM THE BUILDING AND PLAN FOR DETAILS. F AT LEAST TWO DAYS SCALE 1"=14' OF Cp�� MSA Consulting, Inc. DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY SAFETY DEPARTMENT SHALL BE REQUIRED BEFORE YOU DIG9O CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS, BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET No. REVISIONS APPROVED DATE j _ MARK T.B.M. NO. 1 ELEV. 472.91 80375SAW TRACT MAP NOS. 36537-1 AND -2 -THE SIGNATURE 9 MSA CONSULTING, I f 4 ` .. LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE (�/ DRAWN BY OF > PLANNING > CIVIL ENGINEERING> LAND SURVEYING AERIAL SURVEY 34200 Bob Hope Drive, Rancho Mirage, CA 92270 SCOTT A. WIEBORG DATE $"`" - CITRINE PRECISE GRADING AND PAVING PLAN 1Z 760.320.9811 msaconsultinginc.com R.C.E. 80375 CHECKED BY BRYAN MCKINNEY, P.E. DATE EXPIRES 03/31/23 PUBLIC WORKS DIRECTOR/CITY TRACT MAPNO. 3653- °LOSs?86PRS 498EXPIRES �2BEING oF THE Na26s.,7s.e.M. SHEETS FOR PERMITTING PLANNING & '4 1A Y/7/ Z a ZI A. J. ORTEGA DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER U W Yz CITY OF LA QUINTA CITY OF LA QUINTA C, �.� r'• 6 r"_ .� g---..- f CHAMPIONS WAY M Z �^ OCL O^ O� 6 0001 LOm Z30 0� ^� \ 3 7 I UJ HP HP �. TW 509.00 I TF 502:33 m 75 t I II 5.38 FS I I _ 0.50 .. .. / 1W 509.00 I o 9 �+ TF 501.00 ° o I 8 �` 495.38 TOG 502.09 y 1 TW 509.00 I - _ In 13 _ 4 TRW 503.00 I 15 - ;TW 50 .90• - \ FS INV 500 59 _ _ t_ TF SO1.O0 `Y 7 501.3 10 FF. 503.37 a T°V 15 I FS 503.04 � ` ASC i oJ� - l 4 FF 503.37 ' �J 495.38 8'� 0 T 0 0 / ,4Aj I FS 503.04 FS FF 503.67 o r c 8 29, FS 503.34 FS 503.34 TOG 502.09 - -� 0 (- N, L=179.00'00712 r 503.28 INV 500.59 13 - N of TW 55033 5=1.00% TOG 502.44 - - 8 o. TRW 503.00 10 IFS V NV 500.94 13 FF 503.67 TF 501.00 I ! / 1 5=9.00% 12 �' FS 503.34. f 15 503.28 27 Ni'OPTIONAL 1 _ 502.52 - - - FS / 12 5_8 30� ( FIREPLACE 13 INV 499.95 - / )=I _ _ FF 503.67 LOT 67 TOG 502.44 t T FS 503.34 I� PLAN 7B(R) r 13INV500.94 1 �r FF 503.37ho I LOT 87 \ PE 502.7 495.38 t �, 1 PLAN 6B Y Fs LOT 68 ; FF 503.67 PLAN 8A(R) « ; ° PE 503.0 , JA+ FF 503.67 FF 503.67 a / o, 01 FS 503.34 PE 503.0 ^ 4' SIDE YARD / LOT 69 16 EASEMENT 1 FS3.28 I / o PE 503.0 \ H=o.9' oT a / FF 503.67 D=1.1' / �� r 9 / \ mss. FS 503.34 LOT 86 / LOT 66 I� FF 503.37 T 1i \ LOT 88 i PE 508 / PE 502.1 ;R Fs so3.oa ; 72 5_8 .0 ' \\ PE 502.1 1 / FF 503.67 c \ .� \ SIDE YARD / S 503.34i to \ i EASEMENT / tt'd \\ � FL 502.70 I / t ?� �1�1 'I:. �� TW 508.70. i ! \ HP I / a 9 TF 502.03 8 0 o 1 FL 502.70 N� i FL 502.40 I i 4' ttp \ OPTIONAL 8 HP I ' / FS 503.21 1 1 \ 1 _ 503.28 FIREPLACE PROP. DG PATH , TW 509.00 7: ` \ I � SEE LANDSCAPE ARCHITECT'S _ Y' 11 I �� TF 502.33 9 I t p..I PLAN FOR DETAILS. (TYPICAL). I I I It1 500.28 11 GF 502.84 5'I t INV t o y o � TW 508.70 t r. i TW 509.00 TW 508.70 9 - - - I t T , I TF 502.03 - -- - FS 502.64 / I o / � � � �., b\ FF 503.67 8 TRW 503.00 TRW 502.70 GF503.14 r i o TF 501.00 1 TF 501..37 �' - I` 05' ,- _ 03.7 4 t � i � i r �. � 5 i ,�, FS 503.34 1.67% I FS 502.45 i I FS 502- - _ 2 % i\ TW 509.00 0( 4 Z"^ t FL 502.10 1 IA FL 502.40. o TRW 503.00. Ln yl I I \ "� % TF 501.00 499.78. N 0 7.78% II IN 1 FS 502:62 �� n o N t o'er \ \\ 13 TOG 502.67 o - v t b° a 9 m a "� \ NV 50117 - U, f.4 FS 502.43 N 4voi o b,FS 501.91 ;5 ri� t I I� FS 502:09: o t �Gti 500.63 501.02 501.09. O a 874 7 1 --_ �,'. 7 t o [ INV. INV INV 1 I� 15 7 i (x Gro500.65 v 8 _� v / INV 15 c o 4 FS 501.38 FS 501.56 E FS 501.65 FS 501.74 4 Q / ` NVOUIJ y 4'Z�' :- •- 1 \�� N�V .70 N FL 502.70 /S' I int 1 5 U 5 TC 501.61 t o .� \ O /'/ c�---_E-_� 0. 0� H�_�_ C x9.64'0. 31. FL 501.1 Q i' X15 \ \ 10 TOG 502.52 73 TW 509.00 10 �. a INV 501.02 15 TRW 503.00 \ / \ 34.09' TF 501.00 - TW 509.00 PROPOSED SEE SIGNATURELLorn .� .rrn �o�o .00 o cow TRW 503.00 M 5 L o o 3 1 '^ = 0 3 1 N `v3 PLAN PHASE 2 FOR ,n ,no,n 00 0^00,� o d TF 501.00 ° ° DETAILS. C/y o U o 2 6 �n ,n d� ,n �n ,n ,n ,n u; �n ^ o 0 0 U J> c� > 2 6 �n / 3 m f °R o �/ NF 508.67 ° 0C, u�� HIJiC.JJ ��oz �� F--- �� ' -mss �� oo M�, ° ° TVF 508.00 , TRW 503.67 ° J o > 14 14 6 2 Ln o0 TC 501.60 TRW 503.00 FG 503.0 N , FL 501.13 ) TF 499.33 o z ' _ _ - / C): \ FG 502.1 (N} FG 500.7 S 14 --- - CHAMPIONS WAY _ / ~- S \ ° FG 500.0 (s _ �� f �. _ 14 ° TF 498.67 ° CONSTRUCTION NOTES STORM DRAIN O1 SAWCUT EXISTING AC PAVEMENT OR PCC. 10 CONSTRUCT COMBINATION GARDEN/RETAINING WALL PER SEPARATE PERMIT. ALL SDR 85 PVC PIPE AND FITTINGS 2O REMOVE EXISTING AC PAVEMENT. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 12. SHALL HAVE RING-TITE JOINTS. ALL 30 REMOVE EXISTING CURB AND GUTTER. 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. QPOFESS/ONQI CONCRETE SHALL V R�� TYPE V CONCRETE. BE 650 -CW -4000, 4 CONSTRUCT 6" CURB AND GUTTER PER CITY OF 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 12. �� o-0 f`• N'lFgo Fy 0 ^- �( O LA QUINTA STD. DWG. N0. 201. 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 12. CO 5� 9C Pi 0' 10' 20' 30' 40' NOTE REGARDING GRADES- CONSTRUCTD i g � A I e r t VO R •� O CITY OFLA QUINTA STD. DWG.ANO.P221. PER 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 12. Lu C80375 m 0 UNLESS OTHERWISE STATED: 6 INSTALL 3" AC PAVEMENT OVER 6" 18 GRADE AT EXTENDED FOOTING PER DETAIL F ON SHEET 12. SEE Exp. 3-31-23 70 DIAL TOLL FREE 0' 10' 20' 30' 40' 0 AVCRUSHED AGGREGATE BASE. ARCHITECT'S/STRUCTURAL ENGINEER'S PLAN FOR DETAILS.`{ SCALE 1"=l 0' FINISHED GRADE AROUND BUILDINGS = PE 1-800-227-2600 O7 CONSTRUCT 4" THICK P.C.C. DRIVEWAY. IPJ c V `- EXISTING UTILITY CONFLICTS WALL PERMITS ® PLAN FOR DETAILS. CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S 9/. �OQa © Copyright 2021 EXISTING UTILITIES IN CONFLICT WITH PROPOSED SEPARATE PERMIT FROM THE BUILDING AND F AT LEAST TWO DAYS SCALE 1"=10' OF 0p1.� MSA Consulting, Inc. DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY SAFETY DEPARTMENT SHALL BE REQUIRED BEFORE YOU DIG9O CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. REVISIONS APPROVED DATE BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET No. T.B.M. NO. 1 ELEV. 472.91 MSA �, o V.�� n MARK AW 80375 l, 10 LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM �,1 W e, 1-V DRAWN BYLIAM � D � TRACT MAP NOS. 36537-1 AND -2 - THE SIGNATURE OF > PLANNING > CIVIL ENGINEERING> LAND SURVEYING AERIAL SURVEY SIGNATURE D 34200 Bob Hope Drive, Rancho Mirage, CA 92270 SCOTT A. WIEBORG DATE SAW - - CITRINE PRECISE GRADING AND PAVING PLAN 1Z R.C.E. 80375 BR AN MCKINNEY, P.E. DATE 760.320.9811 msaconsultinginc.com _ EXPIRES 03/31/23 <<_7-Z / CHECKED BY PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-1, LOTS 67-68 AND 87 PRS R.C.E. 49418 EXPIRES 9/30/22 BEING A PORTION OF THE NW 1/4 OF SECTION 21, T. 6 S., R. 7 E., S.B.M. SHEETS 33.82 r SOP TW 509.00 TF 501.67 / / ' 141. 5 0000 \ 00 m 46A8 73.63 / / M TOP i / m 4 , {,�,}�/ eo 0 Co In L r 4 o TW 509.00 0 o / % TOG 501.56 vi 4� FS s02.41 FS soT.71 FS 501.60 v J TW 508.70 TF 501.67 N �,/ 14 INV 499.38 N l 8 FS 501.91 TRW 502.70 FL 502.40 v uo-i,1 1 / - o j TF 501.37 HP 0.50`7 .N ..->->'-�.+ � - � .. � �� FS 502.99 5.29 � -- ,^_ "1CN ^ 4 - �.50� .. � .. FS 502.25 � - i PROP. GF 503.14 N o �- to DG PATH I o - , / SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. (TYPICAL) LO ro \ TW 509.00 i 0 D / TF 502.33 -------- 1 -- y. ❑ - - - - - - -- / O \\ I I �V, .. XFL 502.70 / FL 502.70 r L _ _ GF 503.140.50.. - HP HP �. TW 509.00 I TF 502:33 m 75 t I II 5.38 FS I I _ 0.50 .. .. / 1W 509.00 I o 9 �+ TF 501.00 ° o I 8 �` 495.38 TOG 502.09 y 1 TW 509.00 I - _ In 13 _ 4 TRW 503.00 I 15 - ;TW 50 .90• - \ FS INV 500 59 _ _ t_ TF SO1.O0 `Y 7 501.3 10 FF. 503.37 a T°V 15 I FS 503.04 � ` ASC i oJ� - l 4 FF 503.37 ' �J 495.38 8'� 0 T 0 0 / ,4Aj I FS 503.04 FS FF 503.67 o r c 8 29, FS 503.34 FS 503.34 TOG 502.09 - -� 0 (- N, L=179.00'00712 r 503.28 INV 500.59 13 - N of TW 55033 5=1.00% TOG 502.44 - - 8 o. TRW 503.00 10 IFS V NV 500.94 13 FF 503.67 TF 501.00 I ! / 1 5=9.00% 12 �' FS 503.34. f 15 503.28 27 Ni'OPTIONAL 1 _ 502.52 - - - FS / 12 5_8 30� ( FIREPLACE 13 INV 499.95 - / )=I _ _ FF 503.67 LOT 67 TOG 502.44 t T FS 503.34 I� PLAN 7B(R) r 13INV500.94 1 �r FF 503.37ho I LOT 87 \ PE 502.7 495.38 t �, 1 PLAN 6B Y Fs LOT 68 ; FF 503.67 PLAN 8A(R) « ; ° PE 503.0 , JA+ FF 503.67 FF 503.67 a / o, 01 FS 503.34 PE 503.0 ^ 4' SIDE YARD / LOT 69 16 EASEMENT 1 FS3.28 I / o PE 503.0 \ H=o.9' oT a / FF 503.67 D=1.1' / �� r 9 / \ mss. FS 503.34 LOT 86 / LOT 66 I� FF 503.37 T 1i \ LOT 88 i PE 508 / PE 502.1 ;R Fs so3.oa ; 72 5_8 .0 ' \\ PE 502.1 1 / FF 503.67 c \ .� \ SIDE YARD / S 503.34i to \ i EASEMENT / tt'd \\ � FL 502.70 I / t ?� �1�1 'I:. �� TW 508.70. i ! \ HP I / a 9 TF 502.03 8 0 o 1 FL 502.70 N� i FL 502.40 I i 4' ttp \ OPTIONAL 8 HP I ' / FS 503.21 1 1 \ 1 _ 503.28 FIREPLACE PROP. DG PATH , TW 509.00 7: ` \ I � SEE LANDSCAPE ARCHITECT'S _ Y' 11 I �� TF 502.33 9 I t p..I PLAN FOR DETAILS. (TYPICAL). I I I It1 500.28 11 GF 502.84 5'I t INV t o y o � TW 508.70 t r. i TW 509.00 TW 508.70 9 - - - I t T , I TF 502.03 - -- - FS 502.64 / I o / � � � �., b\ FF 503.67 8 TRW 503.00 TRW 502.70 GF503.14 r i o TF 501.00 1 TF 501..37 �' - I` 05' ,- _ 03.7 4 t � i � i r �. � 5 i ,�, FS 503.34 1.67% I FS 502.45 i I FS 502- - _ 2 % i\ TW 509.00 0( 4 Z"^ t FL 502.10 1 IA FL 502.40. o TRW 503.00. Ln yl I I \ "� % TF 501.00 499.78. N 0 7.78% II IN 1 FS 502:62 �� n o N t o'er \ \\ 13 TOG 502.67 o - v t b° a 9 m a "� \ NV 50117 - U, f.4 FS 502.43 N 4voi o b,FS 501.91 ;5 ri� t I I� FS 502:09: o t �Gti 500.63 501.02 501.09. O a 874 7 1 --_ �,'. 7 t o [ INV. INV INV 1 I� 15 7 i (x Gro500.65 v 8 _� v / INV 15 c o 4 FS 501.38 FS 501.56 E FS 501.65 FS 501.74 4 Q / ` NVOUIJ y 4'Z�' :- •- 1 \�� N�V .70 N FL 502.70 /S' I int 1 5 U 5 TC 501.61 t o .� \ O /'/ c�---_E-_� 0. 0� H�_�_ C x9.64'0. 31. FL 501.1 Q i' X15 \ \ 10 TOG 502.52 73 TW 509.00 10 �. a INV 501.02 15 TRW 503.00 \ / \ 34.09' TF 501.00 - TW 509.00 PROPOSED SEE SIGNATURELLorn .� .rrn �o�o .00 o cow TRW 503.00 M 5 L o o 3 1 '^ = 0 3 1 N `v3 PLAN PHASE 2 FOR ,n ,no,n 00 0^00,� o d TF 501.00 ° ° DETAILS. C/y o U o 2 6 �n ,n d� ,n �n ,n ,n ,n u; �n ^ o 0 0 U J> c� > 2 6 �n / 3 m f °R o �/ NF 508.67 ° 0C, u�� HIJiC.JJ ��oz �� F--- �� ' -mss �� oo M�, ° ° TVF 508.00 , TRW 503.67 ° J o > 14 14 6 2 Ln o0 TC 501.60 TRW 503.00 FG 503.0 N , FL 501.13 ) TF 499.33 o z ' _ _ - / C): \ FG 502.1 (N} FG 500.7 S 14 --- - CHAMPIONS WAY _ / ~- S \ ° FG 500.0 (s _ �� f �. _ 14 ° TF 498.67 ° CONSTRUCTION NOTES STORM DRAIN O1 SAWCUT EXISTING AC PAVEMENT OR PCC. 10 CONSTRUCT COMBINATION GARDEN/RETAINING WALL PER SEPARATE PERMIT. ALL SDR 85 PVC PIPE AND FITTINGS 2O REMOVE EXISTING AC PAVEMENT. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 12. SHALL HAVE RING-TITE JOINTS. ALL 30 REMOVE EXISTING CURB AND GUTTER. 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. QPOFESS/ONQI CONCRETE SHALL V R�� TYPE V CONCRETE. BE 650 -CW -4000, 4 CONSTRUCT 6" CURB AND GUTTER PER CITY OF 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 12. �� o-0 f`• N'lFgo Fy 0 ^- �( O LA QUINTA STD. DWG. N0. 201. 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 12. CO 5� 9C Pi 0' 10' 20' 30' 40' NOTE REGARDING GRADES- CONSTRUCTD i g � A I e r t VO R •� O CITY OFLA QUINTA STD. DWG.ANO.P221. PER 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 12. Lu C80375 m 0 UNLESS OTHERWISE STATED: 6 INSTALL 3" AC PAVEMENT OVER 6" 18 GRADE AT EXTENDED FOOTING PER DETAIL F ON SHEET 12. SEE Exp. 3-31-23 70 DIAL TOLL FREE 0' 10' 20' 30' 40' 0 AVCRUSHED AGGREGATE BASE. ARCHITECT'S/STRUCTURAL ENGINEER'S PLAN FOR DETAILS.`{ SCALE 1"=l 0' FINISHED GRADE AROUND BUILDINGS = PE 1-800-227-2600 O7 CONSTRUCT 4" THICK P.C.C. DRIVEWAY. IPJ c V `- EXISTING UTILITY CONFLICTS WALL PERMITS ® PLAN FOR DETAILS. CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S 9/. �OQa © Copyright 2021 EXISTING UTILITIES IN CONFLICT WITH PROPOSED SEPARATE PERMIT FROM THE BUILDING AND F AT LEAST TWO DAYS SCALE 1"=10' OF 0p1.� MSA Consulting, Inc. DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY SAFETY DEPARTMENT SHALL BE REQUIRED BEFORE YOU DIG9O CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. REVISIONS APPROVED DATE BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET No. T.B.M. NO. 1 ELEV. 472.91 MSA �, o V.�� n MARK AW 80375 l, 10 LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM �,1 W e, 1-V DRAWN BYLIAM � D � TRACT MAP NOS. 36537-1 AND -2 - THE SIGNATURE OF > PLANNING > CIVIL ENGINEERING> LAND SURVEYING AERIAL SURVEY SIGNATURE D 34200 Bob Hope Drive, Rancho Mirage, CA 92270 SCOTT A. WIEBORG DATE SAW - - CITRINE PRECISE GRADING AND PAVING PLAN 1Z R.C.E. 80375 BR AN MCKINNEY, P.E. DATE 760.320.9811 msaconsultinginc.com _ EXPIRES 03/31/23 <<_7-Z / CHECKED BY PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-1, LOTS 67-68 AND 87 PRS R.C.E. 49418 EXPIRES 9/30/22 BEING A PORTION OF THE NW 1/4 OF SECTION 21, T. 6 S., R. 7 E., S.B.M. SHEETS Fs- ----- u. � W - �Ii 50.00' TW 496 50 TRW (490.50) FG(N) (491.0) 486.42 FG(S) (489.5) N I - Cq TF (488.50) I To 489.04 13 INV. �. I� I FL 48E 151_ 0 13� 060 I N FS 488.61 \ I CILC T o f FL 489.20 11 _ c� F�.63 FS 489.02 HP FS 489.52 o __ � ' ❑ � o � i I TW 496.50 89.64 ❑ TF 488.50 9 PROP. DG PATH I ❑ I SEE LANDSCAPE ARCHITECT'S I PLAN FOR DETAILS. (TYPICAL) 9 I � ; ❑ I FL 489.20 I j 0 $ HP of TW 496.50El TF 488.50 ❑ L=55.00' FF 490.17 I ❑ TW 496 50 TRW (490.50) FG(N) (491.0) FG(S) (489.5) TF (488.50) To 489.04 13 T INV 487.54 n T "q �2 CILC T T FL 489.20 uo FS 489.84 = of I - PLAN 7B FF 490.17 PE 489.5 FF 490.17 I FS 489.84 5'y �J 0 1 1 489.78 FS II II I I I I 15 y WALL. 7 0 u] M 1A \ su. y TW 496.50 TRW (490.50) 'y FG�5 �459.5� �..�..__ l TF (488.50) 26.61' LOT 2 El 71PE 488.6 El k. ❑ 0 ❑ EXISTING WALL. ❑ j ❑❑, s ❑❑ El J. ORTEGA LDING OFFICIAL Y OF LA QUINTA TC 491.9. \ ~ \ \ FL 491.46 >\Toe \ s\ \ Lt Is 11 DATE Zo vtq 7 \ F \ ED WALL, MASE R2 FORLL \ \� & ZONING COMPLIANCE I FLORES VING MANAGER OF LA QUINTA \ LOT 2 PE 494,7 ` l7l� DATE / LOT 3 \PE 495.1 m I 01 O 0' 10' 20' 30' 40' CONSTRUCTION NOTES SCALE 1 "=10' STORM DRAIN 5 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER O ALL SDR 85 PVC PIPE AND FITTINGS CITY OF LA QUINTA STD. DWG. N0. 221. SHALL HAVE RING-TITE JOINTS. ALL O7 CONSTRUCT 4" THICK P.C.C. DRIVEWAY. O Q�OFESS/p CONCRETE SHALL BE 650 -CW -4000, 8 CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S Q tt F �(� TYPE V CONCRETE. PLAN FOR DETAILS. A. W/ O9 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. CO 090y�2 NOTE REGARDING GRADES - D i g � A I e r t �O �.(� 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 12. w C80375 m UNLESS OTHERWISE STATED: 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. °C Exp. 3-31-23 FINISHED GRADE AROUND BUILDINGS = PE DIAL TOLL FREE 0' 10' 20' 30' 40' 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 12. 1-800-227-2600 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 12. �J9 C / V EXISTING UTILITY CONFLICTS WALL PERMITS AND AT LEAST TWO DAYS SCALE 1"=10' 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 12. lF OF CA0'� MSA Coen u9t ng2021 Inc. DRIIVEWAY STING ANDUTH SIDEWALKS WILL TBE IRELOCATEDSED BY SAFETYT DEP RTMENTPERMITOSHALL BETHEILDING REQUIRED BEFORE YOU DIG 16 CONSTRUCT STEM WALL. SEE STRUCTURAL ENGINEER'S PLAN FOR DETAILS. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. REVISIONS APPROVED DATE BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.O.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA SHEET MSA No. T.B.M. NO. 1 ELEV. 472.91 CITY OF LA QUINTA, CALIFORNIA 11 80375 SAW MARK DRAWN BY TRACT MAP NOS. 36537-1 AND -2 - THE SIGNATURE ' ' . � " t INC. LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE �� Gt// OF > PLANNING > CIVIL ENGINEERING CA 9 LAND SURVEYING AERIAL SURVEY SCOTT A. WIEBORG DATE SAW -- 7 �l 34200 Bob Hope Drive, Rancho Mirage, CA 92270 BR AN MCKINNEY, P.E. DATE CITRINE PRECISE GRADING AND PAVING PLAN 12 760.320.9811 msaconsultinginc.com EXPIRES 0375 03/31/23 L(_'�� Z/ CHECKED 8Y PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-1, LOT 1 AND -2, LOT 38 PRS R.C.E. 49418 EXPIRES 9/30/22 BEING A PORTION OF THE NW 1/4 OF SECTION 21, T. 6 S., R. 7 E., S.B.M. SHEETS PPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE P/L .'. �." TW SEE PLAN TW502.73 _ a FG 497.00 TF 495.40) - i y -f/7/ ZD 2i/ TRW 496.83 3' MIN 2' 2' 3' MIN FG 496.22 o A. J. ORTEGA DATE CHERI FLORES DATE TF 494.1 '"' m BUILDING OFFICIAL PLANNING MANAGER - 9 10 P/L CITY OF LA QUINTA CITY OF LA QUINTA o z � NDS 6" ROUND GRATE FG 499.4 m a WITH STYRENE COLLAR IN NDS 6" ROUND GRATE GB '. TF 494.07 0 (SEE PLAN) 6" APPROVED 01.40 TG ELEV POLISHED EQUAL RASS OR (SEE PLAN) " APPROTG ELEV IN VED OEQUAL. LOR OR 0.5_ q MIN. 0.5% 8 0.5q, MINS I 0.5 PAD ELEV FINISHED TRW 499.50 -,' - - - FG 499.40 z_ (HIGH SIDE} FLOOR :p -° 0 8 FG 497.6 TF 494.17 - PAD ELEV ° ° - °' - '' -' .- GB FINISHED (LOW SIDE)°'" z 6° X 4° REDUCER TRW 497.50 FLOOR - FF , _ 2.0% MIN FG 497.40 - 3 FL 494.80 ? 6" X 4" REDUCER TF 494 4 - 1 2 4 - HP - ,� /\\�\\ \ \ \\/ \�\�/� ° _ - . %� - _ PI SER - PI SER ea �.. OS% r - -2q 1°•1 / ' %\ '\/j. C+- 12 a 12 \ .. .. .. .. .. -� .. \/\/\ ° / TO 20 RI PLASTIC ELBOW I RI PLASTIC ELBOW o ,\\\\\ \\ \ SO /\\ MIN 4" X 90' PVC BEND 4" X 90' PVC BEND 0 50i j /// i\/\//i1/j// // //\//\ / Yi RETAINING WALL �\\/\/\/ /\\i OR PLASTIC TEE OR PLASTIC TEE 0.3' /\ REQUIRED IF 4" X 4" X 4" 4' X 4" X 4" MORE THAN 12" MIN / TF SEE PLAN INV ELEV INV ELEV CONCRETE LANDINGS N.T.S. (SEE PLAN) (SEE PLAN) 19 TYPICAL GARDEN WALL SIDE YARD DETAIL IN CONCRETE IN LANDSCAPING II LOQ FG 497.4 y (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) DETAIL B N.T.S. c6 i 1s i LANDSCAPE AREA DRAIN DETAIL 13 "y P/L N.T.S. - - = LI: R _ .TRW 497.50 97.20 TF 94.17 - VARIES 2' MIN. 7F ,494.17 'i - J �'^ WALL GARDEN GRATDSW/ SPEE- D UND f f EX. GA BASIN OR APPROVED TW 501.10 i _ - I l a- I EQUAL. (TG PER PLAN) FG 495:10 i FF 495.77 = - y 'y p - ,Of TFi (44j10)i I i ILII FS 495.44 - ;� d m i 0.5% MIN. -'� I 13 TOG 494.49 0 -� - �i �/ %/�/A✓iA/iA�/A�i�AA INV 492.99 1 I 8 TOG 494.49 00 - 12 1. TIN AL. I 131NV 492.99 FINISHED �I� I PIG D538 EXISTING WALL. LOOR _ N. ° PAD ELEV 'LL•„ EX.. RETAINING a ,,•.. �, I FF 495.77 / / / ° - 29 ��WALL !\ �A/v/ ° - / 209, 2'• / /// \ \ \ � _ _ _ _ _ FS 495.44 0 ao �� 2, VARIES %"�" ° SEE PLAN 5 1.10 - T - �� / o 0 0..- P O G 4 5. 0 495.38 29, MIN ,' BENCH y/ o.-- wv 12 12 3/8" TO 3/4" F 4 4. 0) L=103.00' I FS L=92.00' r _ofl o,, ofl_ S=1.D3%�T 8 S=1.00% �.�7\� WASHED ROCK 16' SIDE YARD j LOT 3 Y 2 1 -6 \-GEOTEXTILE FABRIC PLAN 5A(R) i ' A � ' Mq� DETAIL C FF 495.77 a PE 495.1 ' PE BUBBLER SYSTEM (SPEE-D BASIN) 14 N.T.S. TYPICAL GARDEN WALL SIDE YARD DETAIL xt -�•� m FS 5.38 1 FF 495.77 r -�\\ (PAD ELEVATIONS EXCEED 1' VERTICAL DIFFERENTIAL) z_ FS 495.44 �. �o N.T.S. � _ 3' MIN. a NOTE REGARDING WALL ELEVATIONS- LOT 4 GARDEN WALL AND GARDEN WALL/RETAINING WALL o I HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE 3:1 MAX 3:1 MAX I �- TRACT SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE �AA�AA/AAjAA�\jA\/\ - A'� VV�jAA�\/AAjAA� OPTIONAL PE 495.4 BOUNDARY SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF { JFIREPLACE I PRIVATE LOT WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS ON\/THESE PLANS ARE NOT NECESSARILY IN BRICK ''-n r INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE NOTE �� FL rL-- �� 0 VARIES 2' MIN. a FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. LANDSCAPE TO INCORPORATE (SEE PLAN) m STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. LOT 2 J _ EROSION CONTROL MEASURES FOR PE 494.7 � Q - -5 -I- - - FF 495.44 0 ALL SWALES DETAIL D �, � FS 495.44 I_ L a5sal.a� a DRAINAGE SWALE 15 S GOLF COURSE DETAIL I N.T.S. F1L 1494.80 "`Y"�' FINISHED m 492.37 � �p 11 8 I� �_"�.. + VARIES I' FLOOR _ INV I - PAD ELEV T a ° III TW 501:40 9 ° - 1% FL Y TF 494.07 % / Zq TO 11 HP /�//�/iV °- \_ A 209 494.91 \ \�\ NOTE: �� 0 i /��✓/ / //,�///- '+/ '� EXTERIOR STAIRS ALL TW 501.10 \ °- ,vA 0 \ �, FS � 9 F 493.77 i i 0.3'y \.�\%\� = TREADS ARE TO HAVE F 4 3. 7 -V�� l�A��A_ \ \ b m o r < /\i\/ \ b PER C.B.C. ING 18-75045 . b D I MIN � EX. GOLF o III\ COURSE T=TREAD WIDTH iL �, \ 501.10 �. k Y - GF 495.26 i (11" MIN) TF (94. 0) � =` GF 495.24 0 -- o s' TYPICAL GARDEN WALL REAR YARD DETAIL i o o - - - - - - o v 1iI (GOLF COURSE LOTS) DETAIL E 494.73 �\ m ,FS 494.82 FS 494.85 � i�� N.T.S. d, N.T.S. STAIR DETAIL 17 FL y16� �- 8 FS 494.80 494.96 j'O SIDE YARD N.T.S. - PROP. DG PATH �� m FS BLOCK WALL FS 494.48 w F Q `l �\ SEE LANDSCAPE ARCHITECT'S � •' 1.49% �,�� 494.78 PLAN FOR DETAILS. (TYPICAL) FS 494.61 �/ �/ 1 FS 15 z z o FF PER GRADING PLAN 494.46 cn C/L OF 15 v ro o g w a E (PER GRADING PLAN} ".` Co / FS 494.05 o FS TOG 493.72 14 `' o a z a -° - SWi LE P INV 492.07 d i\ ?9° FS 493.77. 4 I TC 493.81 v~, _ o °° e a _ o \\\\/\ '""V ZO9' �.�./'"\ ' •� \ FL 493.26 o-/\\\\j MAX, \FS'493.60 5.: - 23,M7N2\.�AAiA// cr o n. �o �/� TOG 493.41 I TC 493.72_\ 14 1 FL 493.68 q < INV 491.91 a - NOTE: OUTSIDE FINISH OF / 3 1 TC 493.23 FL 493.25 INSTALL AND GROUT 6" FL EXTENDED FOOTING SHALL � 2 � FL 493.181 \ � / TC 493.37 I WALL FOOTING BE PLUMB AND SMOOTH FL 492.87 TPC 493.06 FL 493.15 PVC SCH. 40 PIPE SEE PLAN •\\��\/ ///\/�\ �t7 TC 493.43 2.98 2 65� ��+7 W A OPINTENING. BLOCK / L A FL 4 94 r V_ - --- TYPICAL DRI A N THRU 11 DETAIL F I FL PER GRADING PLAN WALL DETAIL EXTENDED FOOTING DETAIL 18 CONSTRUCTION NOTES N.T.S. N.T.S. STORM DRAIN O1 SAWCUT EXISTING AC PAVEMENT OR PCC. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 12. ALL SDR 35 PVC PIPE AND FITTINGS Q REMOVE EXISTING AC PAVEMENT. 12 INSTALL 4" PVC (SDR-35) PIPE AT 1% MIN SLOPE. SHALL HAVE RING-TITE JOINTS. ALL O REMOVE EXISTING CURB AND GUTTER. 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 12. QvoFESS/o* COPE V CONCRETE. TE SHALL BE 650-CW-4000, ®CONSTRUCT 6" CURB AND GUTTER PER CITY OF 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 12. �< tS N. 11'lf F LA QUINTA STD. DWG. NO. 201. �<4 ri B09 'L� 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 12. _h 5 P , NOTE REGARDING GRADES- CITY CONSOFULA NTA STD. CT CONCRETE RDWG.ANO.P221. PER 17 CONSTRUCT STEPS AS SHOWN PER DETAIL E ON SHEET 12. rn Lu C80375 m UNLESS OTHERWISE STATED: GRADE AT EXTENDED FOOTING PER DETAIL F ON SHEET 12. SEE °C Exp. 3-31-23 7O DIAL TOLL FREE ©INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. 18 FINISHED GRADE AROUND BUILDINGS = PE ne] ny+ 0' 10' 20' 30' 40' ARCHITECT'S/STRUCTURAL ENGINEER'S PLAN FOR DETAILS. � �{ 1-HOO-227-2600 O CONSTRUCT 4" THICK P.C.C. DRIVEWAY. 19 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. s� C / V l EXISTING UTILITY CONFLICTS WALL PERMITS ®CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S 9T �OQa © Copyright 2021 EXISTING UTILITIES IN CONFLICT WITH PROPOSED SEPARATE PERMIT FROM THE BUILDING AND PLAN FOR DETAILS. F AT LEAST TWO DAYS SCALE 1"=10' of �p1 MSA Consulting, Inc. DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY SAFETY DEPARTMENT SHALL BE REQUIRED BEFORE YOU Dila9Q CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO, DESIGNED BY APPROVED BY CITY OF LA QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET No. REVISIONS APPROVED DATE MSA MARK T.B.M. NO. 1 ELEV. 472.91 A 80375 TRACT MAP NOS. 36537-1 AND -2 -THE SIGNATURE 12 •7 LOCATION C-NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE{ /'V/ DRAWN BY /� OF >PLANNING>CIVILENGINEERIN 92270 SURVEYING AERIAL SURVEY SZ 34200 Bob Hope Drive, Rancho Mirage, CA 92270 SCOTT A. WIEBORG DATE 8A1lY CITRINE PRECISE GRADING AND PAVING PLAN 12 R.C.E. 80375 BRY MCKINNEY, P.E. DATE 760.320.9811 msaconsultinginc.com EXPIRES 03/31/23 L(,�_ Z� CHECKED BY PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-2, LOT 3 AND DETAILS PRS R.C.E. 49418 EXPIRES 9/30/22 BEING A PORTION OF THE NW 1/4 OF SECTION 21, T. 6 S., R. 7 E., S.B.M. SHEETS