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PG2020-0033,nn,,,e,y„ c�nw,-w w. wcw , r �w�n+r�+r snwr,-wrx ,wrwu O AVENUE 53 362 183 40 8 362 8,745 1,917 6,372 S.F. L.F. L.F. EA. S.F. S.F. S.F. S.F. NOTE - CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. 763 L.F. SEPARATE PERMITS FROM THE INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. 1,229 L.F. 12 Q- 16 BUILDING AND SAFETY 13 INSTALL NDS MINI CHANNEL DRAIN OR APPROVED EQUAL. AVENUE 54 L.F. 0 DEPARTMENT SHALL BE REQUIRED FOR ALL WALLS. 10 EA. 15 PAINT PARKING STALL STRIPING PER DETAIL C ON SHEET 5. 114 S.F. 16 PAINT ACCESSIBLE PARKING SPACE STRIPING PER DETAIL D ON SHEET 5. NOTE REGARDING GRADES- Mli m z INSTALL ACCESSIBLE PARKING SPACE SIGNAGE PER DETAIL E ON SHEET 5. 2 o[d�? UNLESS OTHERWISE STATED: INSTALL ADA SITE ENTRANCE SIGNAGE PER DETAIL F ON SHEET 5. SITE 0 19 INSTALL JENSEN PRECAST MODEL S-48 WHEEL STOP OR APPROVED EQUAL. 0� FINISHED GRADE AROUND BUILDINGS = PE WAUSAU TILE PRECAST 12" ADA -2 TRUNCATED DOMES IN S.F. SQUARE FEET igINSTALL CONTRASTING COLOR OR APPROVED EQUAL. 96 S.F. 21 o. AIRPORT L.F. BASIS OF BEARING - 1,214 L.F. HP TEMPORARY TUBULAR STEEL FENCE. SEE LANDSCAPE V O ©INSTALL THE BEARINGS SHOWN HEREON ARE L.F. INVERT CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. 92 L.F. BASED UPON THE WEST LINE OF TRACT 2.638 S.F. 168 OMIT ONE BLOCK AT FLOWLINE PER DETAIL G ON SHEET 5. 5 MAP No. 28034, AS FILED IN BOOK CONSTRUCT EARTHEN SWALE PER DETAIL H ON SHEET 5 WEISKOP L.F. LOW POINT 0 258, PAGES 69 OF AINDT A C.B. CATCH BASIN NG NATURAL GROUND OFFICIAL RECORDS EO COUNTY OF C.Y. CUBIC YARDS NO. RIVERSIDE, STATE OF CALIFORNIA, BEING TOP OF PAVEMENT AVENUE 58 DWG. DRAWING NORTH 00'12'16" WEST. NOT TO SCALE TRW TOP OF RETAINING WALL VICINITY MAP N.T.S. CONSTRUCTION NOTES QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) (D SAWCUT EXISTING AC PAVEMENT OR PCC. 238 L.F O2 O3 O4 O5 6 7 ® O9 REMOVE EXISTING AC PAVEMENT. REMOVE EXISTING CURB AND GUTTER. CONSTRUCT 6" CURB AND GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201. CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO. 221. INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE, INSTALL 3" AC PAVEMENT OVER COMPACTED NATIVE. CONSTRUCT 4" THICK P.C.C. DRIVEWAY. CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. 362 183 40 8 362 8,745 1,917 6,372 S.F. L.F. L.F. EA. S.F. S.F. S.F. S.F. 10 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. 763 L.F. 11 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. 1,229 L.F. 12 INSTALL LANDSCAPE AREA DRAIN PER DETAIL A ON SHEET 5. 16 EA. 13 INSTALL NDS MINI CHANNEL DRAIN OR APPROVED EQUAL. 135 L.F. 14 INSTALL BUBBLER SYSTEM (SPEE—D BASIN) PER DETAIL B ON SHEET 5. 10 EA. 15 PAINT PARKING STALL STRIPING PER DETAIL C ON SHEET 5. 114 S.F. 16 PAINT ACCESSIBLE PARKING SPACE STRIPING PER DETAIL D ON SHEET 5. 1 EA. NO INSTALL ACCESSIBLE PARKING SPACE SIGNAGE PER DETAIL E ON SHEET 5. 2 EA. 18 INSTALL ADA SITE ENTRANCE SIGNAGE PER DETAIL F ON SHEET 5. 1 EA. 19 INSTALL JENSEN PRECAST MODEL S-48 WHEEL STOP OR APPROVED EQUAL. 9 EA. GB WAUSAU TILE PRECAST 12" ADA -2 TRUNCATED DOMES IN S.F. SQUARE FEET igINSTALL CONTRASTING COLOR OR APPROVED EQUAL. 96 S.F. 21 INSTALL DECORATIVE TRAP FENCE. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. 130 L.F. INSTALL SCREEN FENCE. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. 1,214 L.F. HP TEMPORARY TUBULAR STEEL FENCE. SEE LANDSCAPE S/W SIDEWALK ©INSTALL ARCHITECT'S PLAN FOR DETAILS. 107 L.F. INVERT CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. 92 L.F. C/L INSTALL ARTIFICIAL TURF. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. 2.638 S.F. 168 OMIT ONE BLOCK AT FLOWLINE PER DETAIL G ON SHEET 5. 5 EA. C&G CONSTRUCT EARTHEN SWALE PER DETAIL H ON SHEET 5 1,548 L.F. LOW POINT CONSTRUCT STEM WALL. SEE STRUCTURAL ENGINEER'S PLAN FOR DETAILS. 133 L.F. EARTHWORK ESTIMATE RAW CUT 600 C.Y. RAW FILL 600 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 EARTHWORK WILL BALANCE. NOTE TO CONTRACTOR- QUANTITY ESTIMATE 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 CITY OF LA QUINTA WATER COACHELLA VALLEY WATER DITRICT (760) 398-2651 STANDARD DRAWING NO. 200 AND THE GEOTECHNICAL REPORT, SEWER COACHELLA VALLEY WATER DITRICT (760) 398-2651 INCLUDING ALL ADDENDUMS. ELECTRIC IMPERIAL IRRIGATIN DISTRICT (800) 303-7756 STORM DRAIN GAS THE GAS COMPANY (800) 427-2200 TELEPHONE VERIZON (760) 483-5000 ALL SDR 35 PVC PIPE AND FITTINGS SHALL HAVE CABLE T.V. TIME WARNER CABLE (760) 340-1312 EXT. 281 RING-TITE JOINTS. ALL CONCRETE SHALL BE USA UNDERGROUND SERVICE ALERT (800) 227-2600 850 -CW -4000, TYPE V CONCRETE. NOTE TO CONTRACTOR- EXISTING UTILITIES 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. 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. 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. NOTE TO CONTRACTOR- SITE CONDITIONS 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- 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 DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIF No. REVISIONS IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT NO. 36537-2 THE SIGNA TURE PRECISE GRAD/NG AND PAVING PLAN APPROVED DATE MSA CONSULT 111 ". > PLANNING > CIVIL ENGINEERING > LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsukingin0.com MODEL COMPLEX LOTS 1-27 4-61 AND 37 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 LOT DATA TABLE LOT NO. PLAN TYPE SEWER BACKWATER VALVE REQUIRED STREET ADDRESS EX. 1 1C NO 80-020 CHAMPIONS WAY 2 2B NO 80-034 CHAMPIONS WAY 4 8C NO 80-062 CHAMPIONS WAY 5 7B NO 80-076 CHAMPIONS WAY 6 4A NO 80-090 CHAMPIONS WAY 37 5A NO 80-073 CHAMPIONS WAY INDEX MAP O' 50' 100' 150' 200' SCALE 1"=50' T.B.M. NO. 1 I ELEV. 472.91 C—NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM AERIAL SURVEY PREPARED UNDER THE DIRECTSUPERVISION OF SIGNATURE tC/ SCOTT A. WIEBORG R.C.E. 80375 EXPIRES 03/31/21 FOR PERMITTING IPLANNING & ZONING COMPLIANCE ORTEGA ! — DATE 'CHERI FLORES NG OFFICIAL PLANNING MANAGER GENERAL NOTES CITY OF LA QUINTA (CITY OF LA QUINTA SEE 1. ANY GRADING PERFORMED TO ESTABLISH OR RE—ESTABLISH THE BUILDING PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE 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 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. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON—LOT CONSTRUCTION USE ONLY. ALL OFF—LOT CONSTRUCTION ACTIVITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT, 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. NOTE TO CONTRACTOR- DRAINAGE INTEGRITY THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH THE FLOWUNES 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. 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. 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. FEMA FLOOD ZONE - THE PROJECT IS CURRENTLY UNMAPPED. THE FEMA FLOOD MAP SERVICE CENTER INDICATES THAT THE PROJECT AREA 15 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 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 T2872-22-01. 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. 2318 R.C.E. NO. DESIGNED BY APPROVED BY CITY OF I 80375 SAW DRAWN BY DATE SAW CHECKED BY BR AN MCKINNEY, P.E. 02-01-21 CITY ENGINEER PRS R.C.E. 49418 EXPIRES £ 2/2/2027 DATE CITY OF LA QUINTA, CALIFORNIA 11 TRACT MAP NO. 36537-2 - THE SIGNATURE DATE MODEL COMPLEX PRECISE GRADING AND PAVING PLAN COVER SHEET 30/22 BEING A PORTION OF THE NW 1/4 OF SECTION 21, T. 6 S., R. 7 E., S.B.M. SHEET 1 OF SHEETS E EAST EX. EXISTING PROP. PROPOSED N NORTH FF FINISHED FLOOR PUE PUBLIC UTILITY EASEMENT S SOUTH FG FINISHED GRADE PVMT PAVEMENT W WEST FL FLOWLINE R/W RIGHT OF WAY NE) NORTHEAST FS FINISHED SURFACE SO STORM DRAIN IN 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 O/H OVERHEAD TW TOP OF WALL EA. EACH P/L PROPERTY LINE TYP. TYPICAL EP EDGE OF PAVEMENT P.C.C. PORTLAND CONCRETE CEMENT ESMT EASEMENT PE PAD ELEVATION LEGEND — — — RIGHT—OF—WAY ® EXISTING WATER METER CENTERLINE PROPOSED AIR CONDITIONING UNIT — — EASEMENT PROPERTY LINE 2 3 D REMOVE AC AND P.C.C. EXISTING CURB AND GUTTER ©� PROPOSED 3" AC OVER 6" BASE. SAWCUT LINE O7 PROPOSED 3" AC OVER NATIVE .A .+ EXISTING COMBO WALL 10 ® PROPOSED GARDEN WALL O PROPOSED 4" THICK P.C.C. DWY ® PROPOSED RETAINING WALL Og PROPOSED 4" THICK P.C.C. W EXISTING WATER MAIN O9 PROPOSED 4" THICK P.C.C. S EXISTING SEWER MAIN 11 — — — — — — — — PROPOSED 4" PVC (SDR -35) PIPE Q PROPOSED 4" THICK P.C.C. PROPOSED SWALE FLOWUNE ©5 PROPOSED ARTIFICIAL TURF 21— PROPOSED TRAP FENCE DECOMPOSED GRANITE. SEE LANDSCPE ARCHITECT'S PLAN FOR DETAILS. PROPOSED TRAP FENCE 0 0 0 TEMPORARY TUBULAR STEEL FENCE PROPOSED STEM WALL EXISTING FIRE HYDRANT 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 T2872-22-01. 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. 2318 R.C.E. NO. DESIGNED BY APPROVED BY CITY OF I 80375 SAW DRAWN BY DATE SAW CHECKED BY BR AN MCKINNEY, P.E. 02-01-21 CITY ENGINEER PRS R.C.E. 49418 EXPIRES £ 2/2/2027 DATE CITY OF LA QUINTA, CALIFORNIA 11 TRACT MAP NO. 36537-2 - THE SIGNATURE DATE MODEL COMPLEX PRECISE GRADING AND PAVING PLAN COVER SHEET 30/22 BEING A PORTION OF THE NW 1/4 OF SECTION 21, T. 6 S., R. 7 E., S.B.M. SHEET 1 OF SHEETS i FTW 497.20 EXISTING BLOCK WALL TF 4g 4 a. TW _--_ 3.53 4 � TF f ME Z I a 491.49 e O - INV_ 4 { COVERED i a PATIO 493 FL -HP. / - t 491_56 "? 1NV 1 494.9 K ni . FS 00 494.34 :2 14' o I 1NV 49 .84 i W Z Nab ' JJp I y {T} rn W 3 3 p ~ TOG 4 3. N INV 49 TC 0!im �i 13 IN a0 1'no. �I II <y POOL ] w FS 494.34 � 4S LOT T a&=o�~ 11 L=175.00' E s 0 N < TV r TF F FG 11 M TOG 493.71 oi> i 482:4 INV 491.75 12 iv < z: INV ro TW 500.20 N m W 44.0 . -1 - 1 TF 493.70 POOL EQUIPMENT 0vNv 0 - TW 449947..72 0 'FTF NM"�Or�N�a6 493.87 INV -..4 F93HP \ - 1 FS _. e�•I 494.93 o FS 4 { F N POOL EQUIPMENT II V A/ C o� FF 45 II 1 FS 4$ i - 4, TOG 493.71 I ,TOG_ 492.08 1 FF 495 10 : 1 FS 495 I o? 1 COVERED T _ N v I I �0' - _ATIO FG 4.1 495.04 v -T - - 6 491.96 0 O 1 INV TOG 494.93 o NNo I 94V 493.43 �o 001 ri WI.- WQ vov, I �a LOT 1 F'rc� ' INV 4 142 U PLAN 1C -R I FF 494.77 PE 494.1 2 r POOL s=i ooz 1 o_ FS 494.93 � I 34.77 94.44 8 0.6' I- i- 491.68 13 / INV 494.31 1 - TOG 494.93 / FL -HP j INV 4933 4.43 494.85 1 FS 494.98 i - -vim 34.77 i 94.44 1 494:8 COVERED PATIO. I FS L o V 1 -.li,' u TF 494.10 LOT 2 PLAN 2B -R FF 495.37 PE 494.7 ROOF OVERHANG (TYPICAL) 94.7 11 �W -� in CONSTRUCTION NOTES Ot SAWCUT EXISTING AC PAVEMENT OR PCC. 24 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. O2 REMOVE EXISTING AC PAVEMENT.j� INSTALL ARTIFICIAL TURF. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. O3 REMOVE EXISTING CURB AND GUTTER. CONSTRUCT EARTHEN SWALE PER DETAIL H ON SHEET 5. ® CONSTRUCT NT S6" CURB N D GUTTER PER CITY OF ®CONSTRUCT STEM WALL. SEE STRUCTURAL ENGINEER'S PLAN FOR DETAILS. CITYCONSOFUCT CONCRETE LA QUINTA STD. DRIVEWAY NO.P221. PER © INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. O7 INSTALL 3" AC PAVEMENT OVER COMPACTED NATIVE. ® CONSTRUCT 4" THICK P.C.C. DRIVEWAY. O9 CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. 10 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. 11 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. 1© INSTALL LANDSCAPE AREA DRAIN PER DETAIL A ON SHEET 5. 13 INSTALL NOS MINI CHANNEL DRAIN OR APPROVED EQUAL. 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL B ON SI ® INSTALL SCREEN FENCE. SEE LANDSCAPE ARCHITECT'S PLAN FOR ©INSTALL TEMPORARY TUBULAR STEEL FENCE. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. / LOT 3 i // / TI PE 495.1 mm TP a I l 1/ . J. ORTEGA -1 BUILDING OFFICIAL CITY OF LA QUINTA & ZONING FLORES VG MAN LA QI LOT 37 PE 496.5 LOT 33 PE 494.2 /4// 21 DATE n e 2E 454.34 FF 494.77 �p ❑ / I �� VFG4 4 4.44 "m. ------- 4. _.F 01,0 o FS 90.94 -� aao NV�_� A e 090.90-_-o�aaINV wI1 22 oo'� i TW 500.2010 FG 494.7 GF 494.84 0 10� 494.70 TF 493.70 o 777 o I .. -. TC 492.10 ' I TF 493.70 TP 491.60 I 494.20 494.70 FS GF 494.26 494_.26FS d' £ .. . 0 NrL GF 494.24 STEM WALL 10' 0.8' HIGH 4 tFS 'I P.U.E..1 ��-�--- ..'i.m.494.250.949. 1 107% F -GB II TC 490.481 493.82 493.92 - - . FL 489.98 TC 491.90 I 493.72 . FS 1 t. 49 .1 i 9 _ - _ - J t 1.40 FS 8 . `=/ I 10, 2 t` .4 1 444.10 gin.. F 3. FS 493.21 C�qFS 492.98 \ \ TOG 491.90 14- F 4 9 .•' a 1 ..FS 'E x9 • It I 1¢ 5 r 1 2 55 00'.. - - -- -'- - - -- ___,_ TP 490.72 + 1.13 TC 490.28 _ W TC 491.99 ^ _ vc'i o u1Di o //� //// '� m C 493.37 I TP 489.78 - - TP 490.66 T2-49107/1 . M �i L 442.67 I II 1" -_ L 491.49 o< mn1 a n a, m I I { \s --n mn 1 ornvlo rnrn rnrn 4mmm as va `4� mrn ma _a m ra �M ---- -- ------- - - - - -- 5 d �a uZ 2 3 ���� « 2 3 -.. E HLL HLL tiLL�LL U J HLL HLL F -LL TC 490.42 ,r � M Y n TC 491.63 rry a nm ryn FL 491.11 00 00 00 �o \ 6 CHAMPIONS WAY I II I FI 489.92a ao �0 - - - FLL �LL 18LEWORTH HLL f -LL I STORM DRAIN ALL SDR 85 PVC PIPE AND FITTINGS SHALL HAVE RING-TITE JOINTS. ALL CONCRETE SHALL BE 860 -CW -4000, QP0FES3/QN TYPE V CONCRETE. 4� NOTE REGARDING GRADES - UNLESS �9°�j N W1FBO'o pyo D i g� A l e r t YO �� OTHERWISE STATED: w C80375 rn R •� R FINISHED GRADE AROUND BUILDINGS = PE s Exp. 3-31-21 s 0' 10' 20' 30' 40' DIAL TOLL FREE 0' 10' 20' 30' 40' WALL PERMITS "". 1'$00'227'2600Copyright c 1 a�Q SEPARATE PERMIT FROM THE BUILDING AND © Co ri ht 2021 AT LEAST TWO DAYS SAFETY DEPARTMENT SHALL BE REQUIREDPY 9 Consulting, F \FO SCALE 1"=10' BEFORE YOU DIG SCALE 1"=10' FOR ALL WALLS. All Rights Reserved OF CAS BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA OUINTA SHEET NO. REVISIONS APPROVED DATE '+ /" MARK T.B.M. NO. 1 ELEV. 472.91 $Ary CITY OF LA QUINTA, CALIFORNIA MSA LrONSULTINV LOCATION IN ACP NEAR WEST PROPERTY LINE PROD FROM W� 80375 DRAWN BY TRACT MAP NO. 36537-2 - THE SIGNATURE > PLANNING > CIVIL ENGINEERING>LAND SURVEYING AERIAL SURVEY SIGNATURE /l 7 ZS/ZOF 34200 Bob Hope Drive, Rancho Mirage, CA 92270 SCOTT A. WIEBORG DATE CAW MODEL COMPLEX PRECISE GRADING AND PAVING PLAN 5 760.320.9811 msaeonsultinginc.com EXPIRES Z_�_Z/ 375 CHECKED BY BIT! ENGINKN EER DATE LOTS 1-2 AND TEMPORARY CONSTRUCTION ACCESS ROAD PRS R.C.E. 49418 EXPIRES 9/30/22 BEING A PORTION OF THE NW 1/4 OF SECTION 21, T. 6 S., R. 7 E., S.B.M. SHEETS I a 491.49 e O - INV_ 4 { COVERED a PATIO "? 1 494.9 _ - - - - . FS 00 494.34 :2 I 1NV 49 .84 i I 3 rn W TO ~ TOG 4 3. INV 49 �i 13 �I <y POOL ] w FS 494.34 � 11 L=175.00' 5=1.00RS TOG 1 __1'M nIW NV 494.3 < 0vNv 0 - TW 449947..72 0 'FTF NM"�Or�N�a6 493.87 INV -..4 F93HP \ - 1 FS _. e�•I 494.93 o FS 4 { F N POOL EQUIPMENT II V A/ C o� FF 45 II 1 FS 4$ i - 4, TOG 493.71 I ,TOG_ 492.08 1 FF 495 10 : 1 FS 495 I o? 1 COVERED T _ N v I I �0' - _ATIO FG 4.1 495.04 v -T - - 6 491.96 0 O 1 INV TOG 494.93 o NNo I 94V 493.43 �o 001 ri WI.- WQ vov, I �a LOT 1 F'rc� ' INV 4 142 U PLAN 1C -R I FF 494.77 PE 494.1 2 r POOL s=i ooz 1 o_ FS 494.93 � I 34.77 94.44 8 0.6' I- i- 491.68 13 / INV 494.31 1 - TOG 494.93 / FL -HP j INV 4933 4.43 494.85 1 FS 494.98 i - -vim 34.77 i 94.44 1 494:8 COVERED PATIO. I FS L o V 1 -.li,' u TF 494.10 LOT 2 PLAN 2B -R FF 495.37 PE 494.7 ROOF OVERHANG (TYPICAL) 94.7 11 �W -� in CONSTRUCTION NOTES Ot SAWCUT EXISTING AC PAVEMENT OR PCC. 24 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. O2 REMOVE EXISTING AC PAVEMENT.j� INSTALL ARTIFICIAL TURF. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. O3 REMOVE EXISTING CURB AND GUTTER. CONSTRUCT EARTHEN SWALE PER DETAIL H ON SHEET 5. ® CONSTRUCT NT S6" CURB N D GUTTER PER CITY OF ®CONSTRUCT STEM WALL. SEE STRUCTURAL ENGINEER'S PLAN FOR DETAILS. CITYCONSOFUCT CONCRETE LA QUINTA STD. DRIVEWAY NO.P221. PER © INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. O7 INSTALL 3" AC PAVEMENT OVER COMPACTED NATIVE. ® CONSTRUCT 4" THICK P.C.C. DRIVEWAY. O9 CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. 10 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. 11 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. 1© INSTALL LANDSCAPE AREA DRAIN PER DETAIL A ON SHEET 5. 13 INSTALL NOS MINI CHANNEL DRAIN OR APPROVED EQUAL. 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL B ON SI ® INSTALL SCREEN FENCE. SEE LANDSCAPE ARCHITECT'S PLAN FOR ©INSTALL TEMPORARY TUBULAR STEEL FENCE. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. / LOT 3 i // / TI PE 495.1 mm TP a I l 1/ . J. ORTEGA -1 BUILDING OFFICIAL CITY OF LA QUINTA & ZONING FLORES VG MAN LA QI LOT 37 PE 496.5 LOT 33 PE 494.2 /4// 21 DATE n e 2E 454.34 FF 494.77 �p ❑ / I �� VFG4 4 4.44 "m. ------- 4. _.F 01,0 o FS 90.94 -� aao NV�_� A e 090.90-_-o�aaINV wI1 22 oo'� i TW 500.2010 FG 494.7 GF 494.84 0 10� 494.70 TF 493.70 o 777 o I .. -. TC 492.10 ' I TF 493.70 TP 491.60 I 494.20 494.70 FS GF 494.26 494_.26FS d' £ .. . 0 NrL GF 494.24 STEM WALL 10' 0.8' HIGH 4 tFS 'I P.U.E..1 ��-�--- ..'i.m.494.250.949. 1 107% F -GB II TC 490.481 493.82 493.92 - - . FL 489.98 TC 491.90 I 493.72 . FS 1 t. 49 .1 i 9 _ - _ - J t 1.40 FS 8 . `=/ I 10, 2 t` .4 1 444.10 gin.. F 3. FS 493.21 C�qFS 492.98 \ \ TOG 491.90 14- F 4 9 .•' a 1 ..FS 'E x9 • It I 1¢ 5 r 1 2 55 00'.. - - -- -'- - - -- ___,_ TP 490.72 + 1.13 TC 490.28 _ W TC 491.99 ^ _ vc'i o u1Di o //� //// '� m C 493.37 I TP 489.78 - - TP 490.66 T2-49107/1 . M �i L 442.67 I II 1" -_ L 491.49 o< mn1 a n a, m I I { \s --n mn 1 ornvlo rnrn rnrn 4mmm as va `4� mrn ma _a m ra �M ---- -- ------- - - - - -- 5 d �a uZ 2 3 ���� « 2 3 -.. E HLL HLL tiLL�LL U J HLL HLL F -LL TC 490.42 ,r � M Y n TC 491.63 rry a nm ryn FL 491.11 00 00 00 �o \ 6 CHAMPIONS WAY I II I FI 489.92a ao �0 - - - FLL �LL 18LEWORTH HLL f -LL I STORM DRAIN ALL SDR 85 PVC PIPE AND FITTINGS SHALL HAVE RING-TITE JOINTS. ALL CONCRETE SHALL BE 860 -CW -4000, QP0FES3/QN TYPE V CONCRETE. 4� NOTE REGARDING GRADES - UNLESS �9°�j N W1FBO'o pyo D i g� A l e r t YO �� OTHERWISE STATED: w C80375 rn R •� R FINISHED GRADE AROUND BUILDINGS = PE s Exp. 3-31-21 s 0' 10' 20' 30' 40' DIAL TOLL FREE 0' 10' 20' 30' 40' WALL PERMITS "". 1'$00'227'2600Copyright c 1 a�Q SEPARATE PERMIT FROM THE BUILDING AND © Co ri ht 2021 AT LEAST TWO DAYS SAFETY DEPARTMENT SHALL BE REQUIREDPY 9 Consulting, F \FO SCALE 1"=10' BEFORE YOU DIG SCALE 1"=10' FOR ALL WALLS. All Rights Reserved OF CAS BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA OUINTA SHEET NO. REVISIONS APPROVED DATE '+ /" MARK T.B.M. NO. 1 ELEV. 472.91 $Ary CITY OF LA QUINTA, CALIFORNIA MSA LrONSULTINV LOCATION IN ACP NEAR WEST PROPERTY LINE PROD FROM W� 80375 DRAWN BY TRACT MAP NO. 36537-2 - THE SIGNATURE > PLANNING > CIVIL ENGINEERING>LAND SURVEYING AERIAL SURVEY SIGNATURE /l 7 ZS/ZOF 34200 Bob Hope Drive, Rancho Mirage, CA 92270 SCOTT A. WIEBORG DATE CAW MODEL COMPLEX PRECISE GRADING AND PAVING PLAN 5 760.320.9811 msaeonsultinginc.com EXPIRES Z_�_Z/ 375 CHECKED BY BIT! ENGINKN EER DATE LOTS 1-2 AND TEMPORARY CONSTRUCTION ACCESS ROAD 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 PLANNING & ZONING r. J. ORTEGA DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA QOLF COURSE TW 501.90 TW 502.40 4 4. 7 F 495.07 TOG 495.87 90.30 85.00 17.09 12 INV 494.3 INV 494.31 01.76 _ �0% �..�..�-.�.. �0.5�..�..�..�.. .. �.. �.. �50% ---�---�..� 32.96 V<JFL�495.10 TOG 494.81 INV 493.13 `� FL 495.60 HP FS5.51 12 . HP _ ---- t .. p. Y - - TW 502.90 495.40 INV 493.31 `� - 496.13 f. fS 496.53 VTF 495.57 W ,• W W p C D W \ 495.57 WWW W 1 0 1 : 44996.04 POOL M]I-. INV 494.28 a^�- W F P096L53495. S 49613 bH Aoa W W a .- POOL z W W W :.�.. n o o \ W W W 1P 1.907 W W W +I 96.29 496.53 noa ofd FS 495.57 W W W I W W W W W W W .#I. oww °. W W I� W W W 495.96 W W W WIj _K 496.3/ W { N a a \ o W W W I. `1• -on W F6 495.99. 495.87 W - f o :q FIiF L o.. �...... OD W W W W 1� Lq 496.04 a FS .. 1 �o 0' 0 WWW j` 1 `•• p- W W .. W W S W W 6.1 496.12:. -_ »..D I 2. d W ,FS 96 0 W W W 11 W ° Lp96.42 voy'� W W WWW 1 1 ' W 495.8 1 D b, o f . D p °F5 496.49 F5 + W W W of y _ W 495.70 _ / 1 .•♦ W W 495.$7 W W 1 �I, �1 F$ 9 .D: ru°o .._ i 1 s D n I. .(? '.o F54 6.525, W W W W W W S 1 T 4 496.02 I- , - w r FS 49 52 495.46 F OG 95.2'31 -9 496.04 .I �/ \� i° I -2-0 a Of4S96.53luo I `, FS 496.72 15 LW .. `.'.' W FS5.74 W W W FS a FJ FL 495.10 ° FF 497.07 . H 496.74 X95.46 2 ,. 1. - N TN A D. ` _4-6- _ \FF 49657 FF 496.07 P 1� �F F--1 IVB FS 496.24 �. 4 &73 °.. D / W - 495.74 /Ci - FL 496.10 YYY D - at 1 �D FS A � b H 1a 498.48''' 495.73 9 1 app 1 1 10 1 ff - - 1 1� FS 496.24 2.00 -Q I -a POOL EQUIPMENT FS 496. 4 \ 1y d 1 W W W W FF 496.07 ` 496.24 496. OPTIONAL FIREPLACE FS 4495.54 FS 495.74 '� 1 f 1r 11 L=104.00 I � 1� W W W W W LOT 6 CONSTRUCTION NOTES OPTIONAL FIREPLACE 1x -� - - TOG 495.87 72 PLAN 4A -R 12 TOG 494.81 �T1+L W W �1 11� L=96.00' 11�. INV 494.37 FF 497.07 yI 0 INV 493.31 R - ? _ 1 1 SAWCUT EXISTING AC PAVEMENT OR PCC. ° �1 LOT 4 1 I1 -� S 1 00% _` FS 496.60 PE 496.4 O2 REMOVE EXISTING AC PAVEMENT. W W W W W 9 W 1 .. POOL EQUIPMENT LOT 5 t FS 495.54 PLAN 8C -L 1 - - FF 497.07 0) O3 REMOVE EXISTING CURB AND GUTTER. W - W • PLAN 7B -L ass.74 FS 495.64 FF 496.07 5 � . - I FF 496.57 ; CONSTRUCT 6" CURB AND GUTTER PER CITY OF i .0% '� LOT 7 ® LA QUINTA STD. DWG. NO. 201. PE 495.4 TOG 494.94 1 \\' PE 495.9 T1 r '° D 12 � � .I o � -. PE 498.9 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER �1 FS 49 . ` INV 492.44 1 'oN 1 .� N OS �a I CITY OF LA QUINTA STD. DWG. N0. 221. °9. "� FF 496.07 `' 111•'4 �i 9 1 N © INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. D ' FS 495.74 1 1 I O8 CONSTRUCT 4' THICK P.C.C. DRIVEWAY. 12 TOG 495.94 1 I I L=79.00' INV 4 .59 O CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S \ FS 495.64 1 11 1 10 1t S=1.51% 9 PLAN FOR DETAILS. -FT 49 40t> _ 1 ? �/�/ KJ I 10 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. \o L=155.00' 11 1 1 1 I ae 1�7p S=1 DO% 1 ..: r o L=140.00'11 11 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. \s FF 496.07 1 0T F I S=1.00% t 1© INSTALL LANDSCAPE AREA DRAIN PER DETAIL A ON SHEET 5. 1 FS 495.74 1 1 r 10 L=96.00' FF 496.07 bL" 11 _.:._' 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL B ON SHEET 5. \ 11 S=1.10% 49 .74 r0• 1 FF 496.57 p.-1 1 FS 496.64 j[ 1 o 1 � FF 496.57 FS 49 .24 I I I 21 INSTALL DECORATIVE TRAP FENCE. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. LOT 3 P S 496.24 i Q FF 497.07 © INSTALL SCREEN FENCE. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. PE 495.1 -"T POOL EQUIPMENT o 1 /I •o I T 1 2 0% FS 496.74 © INSTALL ARTIFICIAL TURF. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. ® OMIT ONE BLOCK AT FLOWLINE PER DETAIL G ON SHEET 5. FS 495.61 1 I 1 o © CONSTRUCT EARTHEN SWALE PER DETAIL H ON SHEET 5. 1 i i ^ o { �..x FF 497.07 ' 6 FL 495.10 1 I i Iow w �. ^� FS 496.74 HP 1 i1 FL 495.60 'ice a a a (�. Iyy I 10 FL 495.10 6 •'< 0 9 -. Ij�y a I i FS 496.51 ice^ II `t BTW 501.40 TW 501.40 1 "t' 9 ? I& FG E) 496.5 FG W) 494.5 TF 493.50 PROPOSED WALL. SEE SIGNATURE WALL PLAN PHASE 2 FOR DETAILS. TW 502.50. 2 OG 49Ta 496.50 5.81 FG(W) [496.00] FS I 4 6.66,E TF 495.17 TFS 496.77 T POOL EQUIPMENT TOG 4 0 }O 1 K y TW 502.50 �. 1� FF 497.17 RW 496.50 FG(E) 496.5 = �_� FS 4B . 4 FG(W) 494.5IP TF 493.50 1 - LOT 37 f" PLAN 5A -L Ob `! F96.7 �� FF 497.1 FF 497.17 v, PE 498.5 A& 3o1 TOG 495.8912 / 25 INV 494. N 202.68' iz< TW 502.50 TW 502.50 TW 502.50 TW 502.50 TW 502.50 _ _ _ _ TF 495.17 TW 502.50 TRW 496.50 PROPOSED WALL. TRW 496.50 _ I TRW(( ))4 .50 TRW 496.50 10 FG E 4496.5 FG( ) 494.5 PLAN496.5 SEE PHASER2 FOR FG 494.5 494 5 II I FG(S) 495.5 FG�53 495.5 II FG�W� 494.5 i� TF 493.50 DETAILS. TF 493.50 TF 494.00 TF 494.00 ET PORTABLE E3 El -�-- -----. ;�.. TW 5o2.50,p 465.17 LOT -36 2 PE 498.0 TC �I 494.19 SHALL HAVE RING-TITE JOINTS. ALL CONCRETE SHALL BE FL 4 i 496.73 INV�FS 496.73 L=103.00' TW 02.50 �� 50X ' 50 F 496.14 6.55X f TOG' 494.20 14 I S-1.64% FG 96.50 493.62 \ I �- 496.20 INV 492.70 FG(W) 496.00 ( ) [ INV I c, HP ,n < FS 496.46 TC1 494.22 496.82 TF 495A7 rn Imo. _ FS N 498.38 1�'� I I 4 POOL FS 496.82 i { m 496.4 6.47 N < 4 6 F$ 498.82 .; N 9 �^ - FS 496.54 0.64X I 1 FS 49 � I FS 498.55 TC 494.35 .62 Ip I S 7.49% 11 I - FS FS 498.50 K 49b.47 FL 493.85 .82 13 FS 496.82 i _ _ 1 ❑ I- - - - � . a -.. -.28A}' TC 493.95 FL 493.87 a� 496.66 'N465!01 FS o I '� 13.8 I TC 493.96 I FL 493.88 ° TC 494.00 _ - - _ NR 44996.69 i� 2. 0 t FL 4FS 93.92 5 LOT 33I LOT 34 I LOT 35 PE 494.2 PE 495.1 PE 498.0 1.00%j I .43 TOG 49.2 FF 497.17 FS f�° -1 .17 INV 495.26 F 49 .84 496.43 < .84 � SIF 6. I 8 FF 497.17 L - FS 496.451 FS 49 .84 FS 496.57 'Il OPTIONAL FIREPLACE-/" 6' I 10 TW 502.50 � P.U.E. 1) L=102.00' F 495.17 - - - S=3.10% X X 0 - 0.5FL 496.20 u 26 HP 2 u TP 496.94 TP 497.59 20 GB TP 496.91 K 497.67 p� 00000000000000 0 oco 0o0o 0000 in TP 497.54 00000000000000 000000 Uo .0-0. oo 00000000000000 000000 0000o TP 496.8 TP 496.97 TP 497.30 TP 497.49 0000co TP 497.28 0000 - ' 00000 TP 497.29 497.571 D m 16 Z { K 17 g� TYP. 13.1 497.29 I .. .. T ,9 } ie LOT 36 PE 498.8 { 19' I 15 TYP. ...... 19 TYP. TP 496.02 TP 496.35 TP 496.58 - - - - - - - - - - - - - F UILDIN TLA FIICIIAL NTA DATE (PLANCITY INGMANAGER QUINTA DATE I CONSTRUCTION NOTES (D SAWCUT EXISTING AC PAVEMENT OR PCC. O4 REMOVE EXISTING AC PAVEMENT. O REMOVE EXISTING CURB AND GUTTER. ®CONSTRUCT 6" CURB AND GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201. CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO. 221. INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. 7 INSTALL 3" AC PAVEMENT OVER COMPACTED NATIVE. CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECYS PLAN FOR DETAILS. 10 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. 11 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. 1 INSTALL LANDSCAPE AREA DRAIN PER DETAIL A ON SHEET 5. 1© INSTALL NDS MINI CHANNEL DRAIN OR APPROVED EQUAL. 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL B ON SHEET 5. 15 PAINT PARKING STALL STRIPING PER DETAIL C ON SHEET 5. 16 PAINT ACCESSIBLE PARKING SPACE STRIPING PER DETAIL D ON SHEET 5. 1Q INSTALL ACCESSIBLE PARKING SPACE SIGNAGE PER DETAIL E ON SHEEP 5. 18 INSTALL ADA SITE ENTRANCE SIGNAGE PER DETAIL F ON SHEET 5. 19 INSTALL JENSEN PRECAST MODEL S-48 WHEEL STOP OR APPROVED EQUAL. INSTALL CONTRASTING COLOR ILE COLOR ORRECAST 12" ADA -2 TRUNCATED DOMES IN APPROVED EQUAL. 2� INSTALL DECORATIVE TRAP FENCE. SEE LANDSCAPE ARCHITECT'S PLAN FOR © INSTALL SCREEN FENCE. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. © INSTALL ARTIFICIAL TURF. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. © OMIT ONE BLOCK AT FLOWLINE PER DETAIL G ON SHEET 5. © CONSTRUCT EARTHEN SWALE PER DETAIL H ON SHEET 5. STORM DRAIN ALL SDR 36 PVC PIPE AND FITTINGS SHALL HAVE RING-TITE JOINTS. ALL CONCRETE SHALL BE 850 -CW -4000, TYPE V CONCRETE. NOTE REGARDING I GRADES - UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE WALL PERMITS SEPARATE PERMIT FROM THE BUILDING AND SAFETY DEPARTMENT SHALL BE REQUIRED FOR ALL WALLS. 0' 10' 20' 30' 40' SCALE 1"=10' TC 484.25 < M N n a m TC 495.09 QFL PO O,y - #a < a r < a FL 494.63 4 n 00, MN r ��@ Go�S A. Wlpe09 Fy4 -w -w- -� -M w- F- w "- F- -w -w-1 U� c» c» -wj -w � ° Z Dig Alert i ISLEWORTH �� r r f w C80375 Exp. 3-31-21 DIAL TOLL FeREE+© Copyright E d" -It1-800-227-2600 2021 qrF of CA` F' AT LEAST TWO DAYS MSA Consulting, Inc. BEFORE YOU DIG All Rights Reserved NCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA SHEET NO. REVISIONS APPROVED DATE MARK T.B.M. NO. 1 ELEV. 472.91 SAW CITY OF LA QUINTA, CALIFORNIA > PL Bob Hope Drive, Rancho Mirage, CA 92270 LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM DRAWN BY MSA N ULTINC. 80375 4 >PLANNING>CIVILENGINEERING>LANDSURVEYING SIGNATURE ,Qr,.�-.Q rv� -....-� Z/„L, TRACT MAP NO. 36537-2 -THE SIGNATURE AERIAL SURVEY MODEL COMPLEX PRECISE GRADING AND PAVING PLAN of SCOTT A. WIEBORG DATE SAW 760.320.9811 msaConsuking111G�m E PIRESD375 03/31/21 Z'! -Z/ CHECKED BV BTY ENGNEYkNIER� R.E. DATE LOT 37 AND TEMPORARY PARKING LOT (@ 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 TYPICAL GARDEN WALL SIDE YARD DETAIL (PAD ELEVATIONS DO NOT EXCEED 1' VERTICAL DIFFERENTIAL) N.T.S. PRIVATE LOT VARIES . 2' MIN. FINISHEDm F OOR _ao PAD ELEV MIN NOTE REGARDING WALL ELEVATION& GARDEN WALL AND GARDEN WALL/RETAINING WALL HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE SET AT 6' ABOVE HIGHEST LOT. TOP OF FOOTINGS ARE SET TO HAVE AT LEAST 6" OF COVER. THE TOP OF WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS ON THESE PLANS ARE NOT NECESSARILY IN BRICK INCREMENTS AND MAY HAVE TO BE ADJUSTED IN THE FIELD TO ACCOMMODATE 6" AND OR 8" BLOCK. STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. :cie_k&a TYPICAL GARDEN WALL REAR YARD DETAIL (GOLF COURSE LOTS) N.T.S. FINISHED a: PAD ELEV R/W 6' NDS NO. 40 ROUND GRATE SPEE BASIN ORR APPROVED EQUAL. (TG PER PLAN) "- X3/8" TO 3/4" WASHED ROCK 1'-6" \-GEOTEXTILE FABRIC DETAIL B BUBBLER SYSTEM (SPEED BASIN) 14 N.T.S. DETAIL C PARKING STALL STRIPING DETAIL 15 N.T.S. 17 GOLF 4' MIN. COURSE \..�/� 0 WIDTH/2 /X 0 O 1 N � s 2' MIN. I U. GARDEN 'AIILL u SEX. RETAINING 4" BLUE STRIPE OR BLUE PAINTED CURB C.B.C. 11B-502.6.4.2 36"X36" INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 118-703.7.2.1 IN WHITE ON A BLUE BACKGROUND C.B.C. 11 B-502.6 24" (17" MIN.) LBAUTHOIM VBICLES PAFtl® 4" STRIPES AT 36" WHEEL STO� SPACES NOT DISPLAYNO ON CENTER (BLUE) 11B-502.7.2 C.B.C. 1 18-502.3.3 SPECIAL LICENSE PLATES 1S81M 4" BLUE STRIPE OR sAYE ry BLUE PAINTED CURB NE 9O O 8� o C.B.C. 118-502.6.4.2 TOWED V8ICLEB MAY BE N I m IECLA\® AT _ 2% 2% ti m A Y DIRECTI N A DIRECTION JI 4" BLUE STRIPE C.B.C. 11B-502.33 11KNO PARKI G 4" BLUE STRIPE OR BLUE PAINTED CURB C.B.C. 11B-502.6.4.2 36"X36" INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 118-703.7.2.1 IN WHITE ON A BLUE BACKGROUND C.B.C. 11 B-502.6 24" (17" MIN.) NOTE - SIGN TO BE PLACED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO AN OFF-STREET PARKING FACILITY OR IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE LETTERING ON SIGN MUST BE A MINIMUM OF 1" IN HEIGHT APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN DETAIL F ADA SITE ENTRANCE SIGNAGE DETAIL ,s ADDITIONAL SIGNAGE PER C.B.C. 1113-502.8 SCALE: 1"=1' SIDE YARD - BLOCK WALL INSTALL AND GROUT 6"FL WALL FOOTING PVC SCH. 40 PIPE SEE PLAN INTO 1/2 BLOCK OPENING. DETAIL G TYPICAL DRAIN THRU 26 WALL DETAIL N.T.S. z h 0 3:1 MAX 3:1 NOTE- I L LANDSCAPE TO INCORPORATE SEE PLAN EROSION CONTROL MEASURES FOR ALL SWALES DETAIL H EARTHEN SWALE DETAIL 27 N.T.S. CONCRETE LANDINGS N.T.S. FOR . J.RTEGA DA E CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CIN OF LA QUINTA CIN OF LA QUINTA MIN J BENCH 1 9' MIN. 5' MIN 9' MIN. _ C.B.C. 1113-502.2 C.B.C. 118-502.3 C.B.C. 118-502.2 WITHIN THE ACCESSIBLE PARKING STALL APAINT THE WORDS "NO PARKING" IN 12" ?'7 HIGH WHITE LETTERS MINIMUM C.B.C. 118-502.3.3 a; rPE / DETAIL D TYPICAL GARDEN WALL SIDE YARD DETAIL ACCESSIBLE PARKING SPACE STRIPING 16 (PAD ELEVATIONS EXCEED 1' VERTICAL DIFFERENTIAL) ACCESSIBLE PARKING SPACES PER C.B.C. 118-502 N.T.S. N.T.S. NDS 6" FOUND GRATE 1/2" RADIUS TG ELEV WITH STYRENE COLLAR IN NDS 8" ROUND GRATE POLISHED BRASS OR IN SAND COLOR OR BLUE (SEE PLAN) 6" APPROVED EQUAL. (SEE PLAN) 6" APPROVED EQUAL. 0.5 9 O.SX MIN. _ _-- 0.5% MIN. 0.5% MIN. WHITE CONSTRUCTION NOTES ' l REFLECTORIZED SIGN O7 INSTALL 3" AC PAVEMENT OVER COMPACTED NATIVE. z 6" X 4" REDUCER A MIN. OF 70 SQ. IN. g Z 6 X 4' REDUCER C.B.C. 118-502.6.1 PARKING O CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S 3 PLAN FOR DETAILS. STORM DRAIN 11 PIPE RISER 11 PIPE RISER ONLY 10 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. I PLASTIC ELBOW I PLASTIC ELBOW ALL SDR 36 PVC PIPE AND FITTINGS 4" X 90' PVC BEND 4" X 90' PVC BEND C.B.C. 116-502.6 11 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. SHALL HAVE RIND-TITE JOINTS. ALL O),2 PLJySTIC TEE ' X 4 X 4 PLASTIC TEE VAN ACCESSIBLE 1© INSTALL LANDSCAPE AREA DRAIN PER DETAIL A ON SHEET 5. CONCRETE SHALL BE 850 -CW -4000, 4 X 4 X 4 4 4 C.B.C. 118-502.6.2 14 MNIMINSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL B ON SHEET 5. TYPE V CONCRETE. INV ELEV INV ELEV FINE $2525 0 15 PAINT PARKING STALL STRIPING PER DETAIL C ON SHEET 5. NOTE REGARDING GRADES - (SEE PLAN) (SEE PLAN) NOTES 16 PAINT ACCESSIBLE PARKING SPACE STRIPING PER DETAIL D ON SHEET 5. UNLESS OTHERWISE STATED: 60" MIN. FOR 1Q INSTALL ACCESSIBLE PARKING SPACE SIGNAGE PER DETAIL E ON SHEET 5. IN CONCRETE IN LANDSCAPING 1. SIGNS E T CENTERED FREE STANDING FINISHED GRADE AROUND BUILDINGS = PE AT THE INTERIOR END 18 INSTALL ADA SITE ENTRANCE SIGNAGE PER DETAIL F ON SHEET 5. DETAIL A OF PARKING SPACE 36" MIN. FOR OFESS/ 2. DESIGNATE FOR "VAN WALL MOUNTED 19 INSTALL JENSEN PRECAST MODEL 5-48 WHEEL STOP OR APPROVED EQUAL. QP Oiygl WALL PERMITS LANDSCAPE AREA DRAIN DETAILS ACCESSIBLE" WHERE ® OMIT ONE BLOCK AT FLOWLINE PER DETAIL G ON SHEET 5. Q� tt A. W1see F SEPARATE PERMIT FROM THE BUILDING AND N.T.S. APPROPRIATE TO TOP OF WALKING SURFACE CONSTRUCT EARTHEN SWALE PER DETAIL H ON SHEET 5. q ^�b OO z FOR ALL WALLS. SHALL BE REQUIRED Dig � Alert DETAIL E C80375 rn DIAL TOLL FREE ACCESSIBLE PARKING Exp. 3-31-21 CONCRETE WORK ALL CONCRETE WORK SHALL CONFORM TO 1-800-227-2600 STALL SIGNAGE DETAIL 17 dl C V 1 t1�P 2CITY 00 OAF LA ND Q HIETA STANDARD DRAWING AL NO. © Copyright 2021 T OQ- C.B.C. 118-502.6 MSA Consultor Inc. F OF CA`�F INCLUDING ALL ADDENDUMS. AT LEAST TWO DAYS N.T.S. g' BEFORE YOU DIG All Rights Reserved BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA SHEET No. REVISIONS APPROVED DATE MARK T.B.M. NO. 1 ELEV. 472.91 CITY OF LA QUINTA CALIFORNIA MSA CONSULTING ii4•�t /J 80375 DRAWN AW _ 5 1 LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE /Lsr-ie wj� TRACT MAP NO. 36537-2 - THE SIGNATURE > PLANNING > CIVIL ENGINEERING>LAND SURVEYING AERIAL SURVEY SCOTT A. WIEBORG DATE SAW 1 MODEL COMPLEX PRECISE GRADING AND PAVING PLAN of 34200 Bob Hope Drive, Rancho Mirage, CA 92270 R.C.E. A. WI CHECKED BY BRY N MCKINNEY, P.E. DATE 5 760.320.9811 msaconeukinglnC.COm EXPIRES 03/31/21 "Z'( -L/ CITY ENGINEER DETAILS AND SECTIONS 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 LBAUTHOIM VBICLES PAFtl® N DESIGNATED ACCESSIBLE SPACES NOT DISPLAYNO z DISTNSUNIq PLACM OR SPECIAL LICENSE PLATES 1S81M FOR PERSONS WITH DISABILITIES sAYE TOAWAEIEE NE 9O O 8� TOWED V8ICLEB MAY BE N IECLA\® AT _ NOTE - SIGN TO BE PLACED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO AN OFF-STREET PARKING FACILITY OR IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE LETTERING ON SIGN MUST BE A MINIMUM OF 1" IN HEIGHT APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN DETAIL F ADA SITE ENTRANCE SIGNAGE DETAIL ,s ADDITIONAL SIGNAGE PER C.B.C. 1113-502.8 SCALE: 1"=1' SIDE YARD - BLOCK WALL INSTALL AND GROUT 6"FL WALL FOOTING PVC SCH. 40 PIPE SEE PLAN INTO 1/2 BLOCK OPENING. DETAIL G TYPICAL DRAIN THRU 26 WALL DETAIL N.T.S. z h 0 3:1 MAX 3:1 NOTE- I L LANDSCAPE TO INCORPORATE SEE PLAN EROSION CONTROL MEASURES FOR ALL SWALES DETAIL H EARTHEN SWALE DETAIL 27 N.T.S. CONCRETE LANDINGS N.T.S. FOR . J.RTEGA DA E CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CIN OF LA QUINTA CIN OF LA QUINTA MIN J BENCH 1 9' MIN. 5' MIN 9' MIN. _ C.B.C. 1113-502.2 C.B.C. 118-502.3 C.B.C. 118-502.2 WITHIN THE ACCESSIBLE PARKING STALL APAINT THE WORDS "NO PARKING" IN 12" ?'7 HIGH WHITE LETTERS MINIMUM C.B.C. 118-502.3.3 a; rPE / DETAIL D TYPICAL GARDEN WALL SIDE YARD DETAIL ACCESSIBLE PARKING SPACE STRIPING 16 (PAD ELEVATIONS EXCEED 1' VERTICAL DIFFERENTIAL) ACCESSIBLE PARKING SPACES PER C.B.C. 118-502 N.T.S. N.T.S. NDS 6" FOUND GRATE 1/2" RADIUS TG ELEV WITH STYRENE COLLAR IN NDS 8" ROUND GRATE POLISHED BRASS OR IN SAND COLOR OR BLUE (SEE PLAN) 6" APPROVED EQUAL. (SEE PLAN) 6" APPROVED EQUAL. 0.5 9 O.SX MIN. _ _-- 0.5% MIN. 0.5% MIN. WHITE CONSTRUCTION NOTES ' l REFLECTORIZED SIGN O7 INSTALL 3" AC PAVEMENT OVER COMPACTED NATIVE. z 6" X 4" REDUCER A MIN. OF 70 SQ. IN. g Z 6 X 4' REDUCER C.B.C. 118-502.6.1 PARKING O CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S 3 PLAN FOR DETAILS. STORM DRAIN 11 PIPE RISER 11 PIPE RISER ONLY 10 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. I PLASTIC ELBOW I PLASTIC ELBOW ALL SDR 36 PVC PIPE AND FITTINGS 4" X 90' PVC BEND 4" X 90' PVC BEND C.B.C. 116-502.6 11 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. SHALL HAVE RIND-TITE JOINTS. ALL O),2 PLJySTIC TEE ' X 4 X 4 PLASTIC TEE VAN ACCESSIBLE 1© INSTALL LANDSCAPE AREA DRAIN PER DETAIL A ON SHEET 5. CONCRETE SHALL BE 850 -CW -4000, 4 X 4 X 4 4 4 C.B.C. 118-502.6.2 14 MNIMINSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL B ON SHEET 5. TYPE V CONCRETE. INV ELEV INV ELEV FINE $2525 0 15 PAINT PARKING STALL STRIPING PER DETAIL C ON SHEET 5. NOTE REGARDING GRADES - (SEE PLAN) (SEE PLAN) NOTES 16 PAINT ACCESSIBLE PARKING SPACE STRIPING PER DETAIL D ON SHEET 5. UNLESS OTHERWISE STATED: 60" MIN. FOR 1Q INSTALL ACCESSIBLE PARKING SPACE SIGNAGE PER DETAIL E ON SHEET 5. IN CONCRETE IN LANDSCAPING 1. SIGNS E T CENTERED FREE STANDING FINISHED GRADE AROUND BUILDINGS = PE AT THE INTERIOR END 18 INSTALL ADA SITE ENTRANCE SIGNAGE PER DETAIL F ON SHEET 5. DETAIL A OF PARKING SPACE 36" MIN. FOR OFESS/ 2. DESIGNATE FOR "VAN WALL MOUNTED 19 INSTALL JENSEN PRECAST MODEL 5-48 WHEEL STOP OR APPROVED EQUAL. QP Oiygl WALL PERMITS LANDSCAPE AREA DRAIN DETAILS ACCESSIBLE" WHERE ® OMIT ONE BLOCK AT FLOWLINE PER DETAIL G ON SHEET 5. Q� tt A. W1see F SEPARATE PERMIT FROM THE BUILDING AND N.T.S. APPROPRIATE TO TOP OF WALKING SURFACE CONSTRUCT EARTHEN SWALE PER DETAIL H ON SHEET 5. q ^�b OO z FOR ALL WALLS. SHALL BE REQUIRED Dig � Alert DETAIL E C80375 rn DIAL TOLL FREE ACCESSIBLE PARKING Exp. 3-31-21 CONCRETE WORK ALL CONCRETE WORK SHALL CONFORM TO 1-800-227-2600 STALL SIGNAGE DETAIL 17 dl C V 1 t1�P 2CITY 00 OAF LA ND Q HIETA STANDARD DRAWING AL NO. © Copyright 2021 T OQ- C.B.C. 118-502.6 MSA Consultor Inc. F OF CA`�F INCLUDING ALL ADDENDUMS. AT LEAST TWO DAYS N.T.S. g' BEFORE YOU DIG All Rights Reserved BENCH PREPARED UNDER THE DIRECT SUPERVISION OF R.C.E. NO. DESIGNED BY APPROVED BY CITY OF LA QUINTA SHEET No. REVISIONS APPROVED DATE MARK T.B.M. NO. 1 ELEV. 472.91 CITY OF LA QUINTA CALIFORNIA MSA CONSULTING ii4•�t /J 80375 DRAWN AW _ 5 1 LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE /Lsr-ie wj� TRACT MAP NO. 36537-2 - THE SIGNATURE > PLANNING > CIVIL ENGINEERING>LAND SURVEYING AERIAL SURVEY SCOTT A. WIEBORG DATE SAW 1 MODEL COMPLEX PRECISE GRADING AND PAVING PLAN of 34200 Bob Hope Drive, Rancho Mirage, CA 92270 R.C.E. A. WI CHECKED BY BRY N MCKINNEY, P.E. DATE 5 760.320.9811 msaconeukinglnC.COm EXPIRES 03/31/21 "Z'( -L/ CITY ENGINEER DETAILS AND SECTIONS 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