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PG2021-0002V4UJIa11 CI IVCIV FIC f V. OJO/ f" 1 1 V V VJY�YC VfYf1r CGI VCV OV VJrCf V QI 2 Pea > N a �a O CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. 4,786 L.F. = v: a z 415 C" PL, SITE 32 EA. CL AIRPORT L.F. BOULEVARD 128 EA. 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 13. 86 EA. 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 13. 11,174 L.F. WEISKOP 1,074 SpG ��Jy 9 EA. GRADE AT EXTENDED FOOTING PER DETAIL F ON SHEET 13. SEE NORTHWEST PROPOSED STEM WALL VICINITY MAP N.T.S. CONSTRUCTION NOTES IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA NOTE - SEPARATE PERMITS FROM THE BUILDING AND SAFETY � AND DEPARTMENT SHALL BE �2 THE SIGNA TURE 36537 NOTE REGARDING GRADES- NOO UNLESS OTHERWISE STATED: FINISHED GRADE AROUND BUILDINGS = PE TOPAZ PRECISE BASIS OF BEARING - THE BEARINGS SHOWN HEREON ARE BASED UPON THE WEST LINE OF TRACT MAP No. 28034, AS FILED IN BOOK 258, PAGES 69 AND 70 OF MAPS, GRADING AND PA VING PLAN OFFICIAL RECORDS IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING NORTH 00'12'16" WEST. QUANTITY ESTIMATE (FOR PERMIT PURPOSES ONLY) 0 SAWCUT EXISTING AC PAVEMENT OR PCC. 1,936 L.F O2 REMOVE EXISTING AC PAVEMENT. O3 REMOVE EXISTING CURB AND GUTTER. ®CONSTRUCT 6" CURB AND GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201. O5 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO. 221. © INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. CONSTRUCT 4" THICK P.C.C. DRIVEWAY. ®CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. 2,828 1,545 140 56 2,709 18,204 9,380 S.F. L.F. L.F. EA. S.F. S.F. S.F. O CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. 4,786 L.F. 10 CONSTRUCT COMBINATION GARDEN/RETAINING WALL PER SEPARATE PERMIT. 415 L.F. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 13. 32 EA. 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE.. 8,890 L.F. 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 13. 128 EA. 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 13. 86 EA. 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 13. 11,174 L.F. 16 CONSTRUCT STEM WALL. SEE STRUCTURAL ENGINEER'S PLAN FOR DETAILS. 1,074 L.F. 17 CONSTRUCT STEPS AS SHOWN PER DETAIL E ON SHEET 13. 9 EA. GRADE AT EXTENDED FOOTING PER DETAIL F ON SHEET 13. SEE NORTHWEST PROPOSED STEM WALL 18 ARCHITECT'S/STRUCTURAL ENGINEER'S PLAN FOR DETAILS. 1,007 L.F. 19 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. 30 L.F. ©0 CONSTRUCT 18"X18" CONCRETE BAND. 4 L.F. INSTALL INTERLOCKING CONCRETE PAVEMENT SECTIONS PER CITY SOUTHWEST EXISTING UTILITY CONFLICTS 21 OF LA QUINTA STD. DWG. NO. 206. 119 S.F. © INSTALL 4" PVC (SDR -35) PIPE. GRADE TO DRAIN. 184 L.F. ©3 CONNECT TO RETAINING WALL DRAIN LINE. 33 EA. EARTHWORK ESTIMATE CENTERLINE L.F. RAW CUT 4,200 C.Y. TC DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY RAW FILL 4,200 C.Y. CURB AND GUTTER LP (ASSUMED 75 CUBIC YARDS EXCAVATION PER LOT) A/ PROPOSED AIR CONDITIONING NOTE- RAW EARTHWORK ESTIMATE NO FACTORS AGENCY FORCES AT THE DEVELOPER'S EXPENSE. NG 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 WARRANT( IMPLIED THAT THESE QUANTITIES ARE PRECISE OR THAT THE EARTHWORK WILL BALANCE. DWG. DRAWING 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, INCLUDING ALL ADDENDUMS. SEWER COACHELLA VALLEY WATER DITRICT (760) 398-2651 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. 281 650 -CW -4000, TYPE V CONCRETE. USA UNDERGROUND SERVICE ALERT (800) 227-2600 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- 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 FLOWUNES 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 MSR 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. LEGEND TRACT 36537-1. LOTS 27-36 TRACT 36537-2, LOTS 4-287 38-577 AND 60 BEING A PORTION OF THE NORTHWEST 1/4 OF SECTION 21, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. PREPARED FOR- WOODERIDGE PACIFIC GROUP, L.L.C. 27271 LAS RAMBLAS, SUITE 100 MISSION VIEJO, CA 92691 (949) 348-6162 RIGHT-OF-WAY W EXISTING WATER MAIN (DQ O REMOVE AC AND P.C.C. CENTERLINE S EXISTING SEWER MAIN 11 11 11, 00 400 600 800 SCALE •0 DI S f I EX. DATE3-9-21 PROP. © 0 FF PROPOSED 3 AC OVER 6 BASE. 9 a e .7 — _ EASEMENT 12 - - - - - _ _ -PROPOSED 4" PVC (SDR -35) PIPE 0 D W) PROPOSED 4" THICK P.C.C. DWY FL FLOWLINE PROPERTY LINE 15 — - E � - E - E PROPOSED SWALE FLOWLINE NORTHEAST FS FINISHED SURFACE FR DIAL TOLL EE STORM DRAIN EXISTING CURB AND GUTTER 16 NORTHWEST PROPOSED STEM WALL ®� S.F. SQUARE FEET PROPOSED 4" THICK P.C.C. SOUTHEAST ry 1-$00-22%-2BOO 1 ///// 0 SAWCUT LINE X EXISTING FIRE HYDRANT SOUTHWEST EXISTING UTILITY CONFLICTS AT LEAST TWO DAYS S/W EXISTING COMBO WALL ❑M EXISTING WATER METER INV EXISTING UTILITIES IN CONFLICT WITH PROPOSED BEFORE YOU DIG Og PROPOSED GARDEN WALL CENTERLINE L.F. LINEAL FEET TC DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY C&G CURB AND GUTTER LP LOW POINT A/ PROPOSED AIR CONDITIONING UNIT AGENCY FORCES AT THE DEVELOPER'S EXPENSE. LV PROPOSED COMBO WALL UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 19 PROPOSED RETAINING WALL NO. REVISIONS APPROVED DATE MCA > PLANNING > CIVIL ENGINEERING> LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginccom T.B.M. NO. 1 I ELEV. 472.91 C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM AERIAL SURVEY © Copyright 2021 MSA Consulting, Inc. All Rights Reserved SIGNATURE SCOTT A. WIEBORG EXPIRES 0375 03/31 /,21 jvr-ESS/o4y�1 0081 A. W1FBo9 Fye � o i C7 C80375 m wl Exp. 3-31 SP1 2s 80375rAN EAST EX. DATE3-9-21 PROP. J.' ORTEGA DATE LDING OFFICIAL Y OF LA QUINTA INNING & ZONING COMPLIANCE ERI FLORES DATE NNNING MANAGER GENERAL NOTES Y OF LA QUINTA 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 HE T LP, 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. 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. 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 S SOUTH FG FINISHED GRADE PVMT PAVEMENT W) WEST FL FLOWLINE R/W RIGHT OF WAY (NE) NORTHEAST FS FINISHED SURFACE SD 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 N0. 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 20 3C ESMT EASEMENT PE PAD ELEVATION 21 3B TRACT NO. 36537-1 1 O DATA TARIF PLATINUM TRACT NO. 36537-1 LOT DATATABLE LOT NO. PLAN TYPE SEWER BACKWATER VALVE REQUIRED STREET ADDRESS 4 3A NO 56-203 PLATINUM WAY 5 4C NO 56-217 PLATINUM WAY 6 3B NO 56-231 PLATINUM WAY 7 4A NO 56-245 PLATINUM WAY 8 3C NO 56-259 PLATINUM WAY 9 1 4B NO 56-273 PLATINUM WAY 10 3A NO 56-287 PLATINUM WAY 11 4C NO 56-301 PLATINUM WAY 12 3B NO 80-205 PLATINUM WAY 13 3A NO 80-217 PLATINUM WAY 14 3C NO 80-229 PLATINUM WAY 15 413 NO 80-241 PLATINUM WAY 16 4A NO 80-253 PLATINUM WAY 17 3C NO 80-277 PLATINUM WAY 18 3B NO 80-289 PLATINUM WAY 19 4A NO 80-301 PLATINUM WAY 20 3C NO 80-313 PLATINUM WAY 21 3B NO 80-325 PLATINUM WAY 22 3A NO 80-337 PLATINUM WAY 23 4C NO 80-349 PLATINUM WAY 24 3B NO 80-361 PLATINUM WAY 25 3A NO 80-373 PLATINUM WAY 26 3C NO 80-385 PLATINUM WAY 27 4B NO 80-397 PLATINUM WAY 28 3A NO 80-409 PLATINUM WAY 38 1A NO 80-422 PLATINUM WAY 39 2B NO 80-408 PLATINUM WAY 40 1A NO 80-394 PLATINUM WAY 41 2A NO 80-380 PLATINUM WAY 42 113 NO 80-366 PLATINUM WAY 43 2A NO 80-352 PLATINUM WAY LOT NO. PLAN TYPE SEWER BACKWATER VALVE REQUIRED STREET ADDRESS 44 1A NO 80-338 PLATINUM WAY 45 2B NO 80-324 PLATINUM WAY 46 1A NO 80-310 PLATINUM WAY 47 2B NO 80-282 PLATINUM WAY 48 1B NO 80-268 PLATINUM WAY 49 2A NO 80-254 PLATINUM WAY 50 1A NO 80-240 PLATINUM WAY 51 2B NO 80-226 PLATINUM WAY 52 1A NO 80-212 PLATINUM WAY 53 1B NO 56-270 PLATINUM WAY 54 2A NO 56-246 PLATINUM WAY 55 1A NO 56-232 PLATINUM WAY 56 2B NO 56-218 PLATINUM WAY 57 1A NO 56-204 PLATINUM WAY 60 2A NO 56-154 PLATINUM WAY TRACT NO 36537-2 1 OT DATA TART F LOT 110. PLAN TYPE SEWER BACKWATER VALVE REQUIRED STREET ADDRESS 27 2A NO 55-710 ISLEWORTH 28 1A NO 55-724 ISLEWORTH 29 2B NO 55-738 ISLEWORTH 30 1B NO 55-752 ISLEWORTH 31 2A NO 55-766 ISLEWORTH 32 1A NO 55-757 ISLEWORTH 33 26 NO 55-743 ISLEWORTH 34 1A NO 55-729 ISLEWORTH 35 2A NO 55-715 ISLEWORTH 36 1B NO 55-701 ISLEWORTH 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. USX 15A 6 LISA BATTIATO C.E.G. 2316 BFWAN MCKINNEY, . . PUBLIC WORKS DIRECTOR/CITY R.C.E. 49418 EXPIRES 9, 3/10/2021 DATE pF1AL moo` �C LISA A. BATTIATO CL_ No. 2316 CERTIFIED ENGINEERING m>qT of LOGIS'� QUINTA CITY OF LA QUINTA, CALIFORNIA SHEET TRACT MAP NOS. 36537-1 AND -2 - THE SIGNATURE TOPAZ PRECISE GRADING AND PAVING PLANDATE COVER SHEET BEING A PORTION OF THE NW 1/4 OF SECTION 21, T. 6 S., R. 7 E., S.B.M. 1 OF 13 SHEETS -NGINEER iO/22 6'2 sole FG E) 496.5 FG W) 494.5 TF 493.50 do/ 1 495. FS 495.27 I c FS 495.21 d I v c L m o / GF 495.26 / N / o �° o voi. At �ti O -- - - - --- - P w 3 TW 502.50 PROPOSED WALL. TW 502.50 TW 502.50 I o oTRW 496.50 502.80 TRW 496.50 W 496.50 PROPOSED WALL. ~ ~ FG E) 496.5 SEE SIGNATURE WALL FG E) 496.5 FG N 496.5 SEE SIGNATURE WALL 1 FG(W) 494.5 PLAN PHASE 2 FOR FG W) 494.5 FGS) 495.1 PLAN PHASE 2 FOR TF 493.50 DETAILS. TF 493.50 TF 494.00 DETAILS. 10 23 22 45.00' 492.04 23 TW 501.10 TRW 22 0.50% 0%INS-- N^ 495.10 TF 49 10� �Q50)_�_ 0.5 _,__ !- __ -- - -�- , _ �� .0. . 30.92 \\ 0 13 TOG 493.71 494.48 Y 13 TOG 494.E V 13 TOG 492.74 a N N o INV 492.21 Fg 22 INV 493.1 INV 491.24 1 orn� 49.1.96 ^� N 8 INV 1 T 15 _ 448- i FF 494.87 A/Co 5.0. FL 493.90 FF 493.87 15. O Hp TRW 495.10 495 1 r-41-1 L FG(N) 496.5 FG S 495.1 TF 494.00 1r� 23 .50% - I N 492.93 15 o INV \� 22 � 492.85 NV A/C o NI B FS 38 II IS�I JoJ-- I nTOG 49• L•' L=141.00'12 S=1.00% F 495. FS 495.27 I c FS 495.21 d I v c FS 495.01 / GF 495.26 / N / o �° o S 1 �ti O -- - - - --- - P FL 494.130 FL 4 [/J I GB TW 9 502.80 L FG F FS 496.13 496.97 FL 493:90HP 9 TW 502.00 =J TF 495.33 496.91 D -S 495.52 496.68 ilrT FS 495.83 8 I HP 496.96 N^ FL 496.43 \fir 3 9 FL 492.90 15 _ 448- i TW 5.0. FF 493.87 Hp TRW 495.10 495 L1 FS 493.54 I FS TF 493.10 y^ FG 494.20 18 D=0.90 TW 499.20 N� TRW 493.20 FG E) 493.2 ' 493.48 FS �1. I 10 1 FG W) 491.7 W 1 o: 1 TF 490.70 ' I �L =140.0012 ❑N 15 L� LOT 33 S=1.00% j ^' --- I 1 LOT 34 �- LOT 32 FFL494.87 I PLAN 1A e PLAN 1A(R) PE 494.2 i 1 FF 495.77 3.48 FF 493.87 FF 494 a7 TOG 49 131NV ' PE 495.1 FS _ PE 493.2 10 FS 494.54 .. 1 492.21 - 13 TOG 492.74 2% 494.48 I INV 490.19 FS FF FS 493.87 493.54 TOG 493.73 13 ' 491 FF FS 12 L=145.00' o I INV 492.23 INV b 1 (� 5=1.42% o 8 01 `` IP TOG 492.74 131NV 1 PROPOSED WALL. 491,24 FF 494.87 SEE SIGNATURE WALL PLAN PHASE 2 FOR 15' 4' FS 494.54 4' SIDE YARD DETAILS. EASEMENT of FF 493.87 L=63.00'12 t494,111 - I FF 12 L=68.00' ❑ F5 493.48 2% 0 S=3.07% - - FS I TW 15 ��' L`' I FF 494.87 FS 494.54 494.48 FS T j I I 499.20 RW 493.20 I FF 493.87 o ! I FF 4' FG E) 493.2 FS 493.54 8� � i FS 4 FG�W) 491.7 o - TF 490.70 i _ _ - I o ❑ I i FL 492.90 P",� „-4�.� - - 15 FL 493.90 = Gq L I'l "' TF 492.53 TW I HTW 500.20 rn m j TW 499.20P I TRW 494.20 i TF 493.53 9 i ri TF 492.53 TF 492.20 / 0 9 7W 499.20 FG 494.10 18 �N j ee _ D 0 90.20 18 0 li FS 493.36 TF 492.53 I D FG 1493.80 o v / o 9 /TOE 9 FS 493.43 FL 492.90 I j I D--0-4 18 N L 493.85 a HP 01 l a FG 494.20 D=0.00 18 I:I^^ GB 494 45 18 PROP. DG PATH 1 N FS TRW 494.20 493.13 TF 492.20 I I i I� I I� j _GF494.34 9 TW 500.20.o a P /ff;=-=F706-.65 495.10 SEE LAND -c'Ih� APE ARCHITECT'S ' I Ni GF 493.36 FS 492.99 to 1 - i o F 493.53 1 18 a D=0.00 F.. PLAN FOR (DETAILS. (TYPICAL) FL 492.84 I 8 -_ o GF 493.34 �. I<0 �� I j Y O FS 493.72 1 GF- 495.24 I v ti / w , �S ! - o J J I .9 a, FS 494.03 P I / / I .9� 13� � � - � 4 r-41-1 L FG(N) 496.5 FG S 495.1 TF 494.00 1r� 23 .50% - I N 492.93 15 o INV \� 22 � 492.85 NV A/C o NI B FS 38 II IS�I JoJ-- I nTOG 49• L•' L=141.00'12 S=1.00% F 495. FS 495.27 I c FS 495.21 d I v c FS 495.01 / GF 495.26 / N / o �° o LOT 37 (PE 496.5) LOT 35 PLAN 2A 1 s FF 496.67 PE 496.0 4' SIDE YARD EASEMENT L=135.00'12 ' S=1.00% 1 I I FS /TOG 495.52 ''' !NV 494.02 88 493.30 INV O 0 LO 67 FOR PERMITTING . J. ORTEGA BUILDING OFFICIAL CITY OF LA QUINTA 11 j I, I 01 ° ° L - - - - J I I ��J T TW 502.80 _ - RW 496.80 TF 495.47 _ A/C rn 10 LO 10 j FG 4S 96.28 S 1 �ti O -- - - - --- - P 67 FOR PERMITTING . J. ORTEGA BUILDING OFFICIAL CITY OF LA QUINTA 11 j I, I 01 ° ° L - - - - J I I ��J 11, 10 T TW 502.80 _ - RW 496.80 TF 495.47 _ A/C ` 4 j FG 4S HP O -- - - - --- - 11, 10 Cn 1 rt HP ` o j FG 4S 1 FL 496.50 I P ' FL 4 I GB TW 9 502.80 L FG F FS 496.13 496.97 9 TW 502.00 =J TF 495.33 496.91 D -S 495.52 496.68 ilrT FS 495.83 8 I 36.75 GF 496.96 N^ -L 496.50 ip 15 0 1 28.03' N� 8 4FS97.08 1 I L=147.0( S=1.00% LOT 36 -- PLAN 1B 1 FF 497.47 PE 496.8 127, I 497.08 4' SIDE YARD EASEMENT I I } I 3� Z �M _ U- M � _ .U.E. d ¢I OF I I rn I n. F I I I I I I I I I I PROP.( DG PATH SEE LNDSCAPE A CHITECT'S PLAN (FOR DETAILS (TYPICAL) TCI 495.69 ANNING & ZONING COMPLIANCE iERI FLORES DATE ANNING MANAGER TY OF LA QUINTA O N N O, _ (n (7 i - d• i 26 I. 6 V �I� M M I O v D I �. c0 0/ NI I �.I rn 1.00% a 1 9 4.25% 0 1 �° , 0% o I 9 ❑ M M M N a O LLU' 6 I� _ m 7 M' - v d°'- FS 492.19 L� �' o L - - J I. N 8 �� 6... P i' L / LL FS 491.77 m J ti- I. FSv492.T5 FS 493:50 FS 49 8 a 0 'FS�'494:55 T FS 49 M 15 .86 0 .09 I .6 FS 495.30 v. T .8 /r 1 TOG 490.68 I 1'L� i I/ PFS 492.19 6.87 . o • j FS 493.79 � FS 493.99 - 6 7% "' I I FS 495.36 J/ 5 14 INV 489.18 �, o FS 491.26 F i. W41� FS 493.32 F 3. 4 1 ., FS 494.84 / FS 495.12 TOG 495.09Jzr, I a 4 I n �I a r -i 14TOG 493.33 (- TOG494.23 �i 5 r�INV 49334 14 E E MJ INV 491.70 .I 4 I-NOV 492.66 o E464.31 LL 45 I 5. 1 I 5. LJ 4 I v m ,n d- N m r l ^ � r/i r% // / ' �'/ �❑ % // r u�i f , : ;'l / / � % . °0' %� 40 Ln o n 'r f / - /❑ . 00 0 N °' ago / � % / . o o co I v� o / / // rn I / // m I M // I m n FL 494.63 00 CO cc Nd' oro MN LnppNd- 1!]1� 00 d- N- ONiO NN n0 Mr ISM NN MN O'f Nr 1` 7 MM d -M aM WO ON ccOo ON r0 00 MO 010 OHO fO�MN �if7 OtD O N� M� p,N 00 7M 00It O>Ol MN ISN m m _ rnm I d•� mm 't I rnrn rnrn I rnrn rnrn I rnm �v 3 �0 00 1 �o d d v 3 1 N �� vd NN 3 1 NN Nh �a as 3 1 N n 17M d ,t d v t MM 3 1 -t -t i d v -w- w� d°'- v I�d�- �> >�� v -W- I p>-- w v ov W- W -w v -w-i W - � - -W -- - -'CTT UJ UJ OZ OZ 2 6 rw HIJi f -Z Fli UJ 2 6 F-li HLA 2 6 UJ UJ UJJ�H�H!-ll 14 Hli I-L� F1i 1-L� L� H1i I -Li Hll Fll ry 2 6 UJ I UJ ! UJ UJ I ISLEVI%ORTH UJ J UJ I - Li I Fli Hli UJ 2 6 UJ UJ 11-L� I I i 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 13. SHALL HAVE RING -TITS JOINTS. ALL 3❑ REMOVE EXISTING CURB AND GUTTER. 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. VVrESS/OH CONCRETE SHALL BE 650 -CW -4000, q! ® CONSTRUCT 6" CURB AND GUTTER PER CITY OF 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 13. �Q� oto h. WrFeo FaTYPE V CONCRETE. - LA QUINTA STD. DWG. NO. 201. p q y, Dig A I e r t �O �� O 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 13. O NOTE REGARDING GRADES, CONSTRUCT CONCRETE DRIVEWAY APPROACH PER Z UNLESS OTHERWISE STATED: 5 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 13. w C80375 m CIN OF LA QUINTA STD. DWG. N0. 221. O 6 INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. 18 GRADE AT EXTENDED FOOTING PER DETAIL F ON SHEET 13. SEE cc Exp. 3-31-23 FINISHED GRADE AROUND BUILDINGS = PE DIAL TOLL FREE 0 10' 20' 30' 40' O O ARCHITECT'S/STRUCTURAL ENGINEER'S PLAN FOR DETAILS. 1-800-227-2600 O CONSTRUCT 4" THICK P.C.C. DRIVEWAY. © INSTALL 4" PVC (SDR -35) PIPE. GRADE TO DRAIN. �j C / V PLAN FOR DETAILS. EXISTING UTILITY CONFLICTS WALL PERMITS 8 CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S © CONNECT TO RETAINING WALL DRAIN LINE. If pQ`� © Copyright 2021 EXISTING UTILITIES IN CONFLICT WITH PROPOSED SEPARATE PERMIT FROM THE BUILDING AND ❑ AT LEAST TWO DAYS SCALE 1"=10' OF CA��F MSA Consulting, Inc. DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY SAFETY DEPARTMENT SHALL BE REQUIRED BEFORE YOU DIG O9 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. NO. 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 REVISIONS APPROVED DATE MSA CONSULTING I I' I � MARK T.B.M. NO. 1 ELEV. 472.91 80375 SAW / / TRACT MAP NOS. 36537-1 AND -2 -THE SIGNATURE 2 7 LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE tij,.r/kL//J DRAWN BY 7/SIZ� OF > PLANNING > CIVIL ENGINEERING> LAND SURVEYING AERIAL SURVEY SCOTT A. WIEBORG DATE SAW 34200 Bob Hope Drive, Rancho Mirage, CA 92270 BRYA MCKINNEY, P.E. DATE TOPAZ PRECISE GRADING AND PAVING PLAN 13 760.320.9811 msaconsultinginc.com EXPIRES3 /3 1 /224 23 Li _T 2/ 375 CHECKED BY PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-2, LOTS 32-36 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 1 FL 496.50 I HP ' I I TW 9 502.80 F FS 496.13 496.97 =J FS 496.91 FS 496.68 ilrT 8 I 36.75 GF 496.96 N^ FL 496.43 \fir 3 9 r I I } I 3� Z �M _ U- M � _ .U.E. d ¢I OF I I rn I n. F I I I I I I I I I I PROP.( DG PATH SEE LNDSCAPE A CHITECT'S PLAN (FOR DETAILS (TYPICAL) TCI 495.69 ANNING & ZONING COMPLIANCE iERI FLORES DATE ANNING MANAGER TY OF LA QUINTA O N N O, _ (n (7 i - d• i 26 I. 6 V �I� M M I O v D I �. c0 0/ NI I �.I rn 1.00% a 1 9 4.25% 0 1 �° , 0% o I 9 ❑ M M M N a O LLU' 6 I� _ m 7 M' - v d°'- FS 492.19 L� �' o L - - J I. N 8 �� 6... P i' L / LL FS 491.77 m J ti- I. FSv492.T5 FS 493:50 FS 49 8 a 0 'FS�'494:55 T FS 49 M 15 .86 0 .09 I .6 FS 495.30 v. T .8 /r 1 TOG 490.68 I 1'L� i I/ PFS 492.19 6.87 . o • j FS 493.79 � FS 493.99 - 6 7% "' I I FS 495.36 J/ 5 14 INV 489.18 �, o FS 491.26 F i. W41� FS 493.32 F 3. 4 1 ., FS 494.84 / FS 495.12 TOG 495.09Jzr, I a 4 I n �I a r -i 14TOG 493.33 (- TOG494.23 �i 5 r�INV 49334 14 E E MJ INV 491.70 .I 4 I-NOV 492.66 o E464.31 LL 45 I 5. 1 I 5. LJ 4 I v m ,n d- N m r l ^ � r/i r% // / ' �'/ �❑ % // r u�i f , : ;'l / / � % . °0' %� 40 Ln o n 'r f / - /❑ . 00 0 N °' ago / � % / . o o co I v� o / / // rn I / // m I M // I m n FL 494.63 00 CO cc Nd' oro MN LnppNd- 1!]1� 00 d- N- ONiO NN n0 Mr ISM NN MN O'f Nr 1` 7 MM d -M aM WO ON ccOo ON r0 00 MO 010 OHO fO�MN �if7 OtD O N� M� p,N 00 7M 00It O>Ol MN ISN m m _ rnm I d•� mm 't I rnrn rnrn I rnrn rnrn I rnm �v 3 �0 00 1 �o d d v 3 1 N �� vd NN 3 1 NN Nh �a as 3 1 N n 17M d ,t d v t MM 3 1 -t -t i d v -w- w� d°'- v I�d�- �> >�� v -W- I p>-- w v ov W- W -w v -w-i W - � - -W -- - -'CTT UJ UJ OZ OZ 2 6 rw HIJi f -Z Fli UJ 2 6 F-li HLA 2 6 UJ UJ UJJ�H�H!-ll 14 Hli I-L� F1i 1-L� L� H1i I -Li Hll Fll ry 2 6 UJ I UJ ! UJ UJ I ISLEVI%ORTH UJ J UJ I - Li I Fli Hli UJ 2 6 UJ UJ 11-L� I I i 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 13. SHALL HAVE RING -TITS JOINTS. ALL 3❑ REMOVE EXISTING CURB AND GUTTER. 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. VVrESS/OH CONCRETE SHALL BE 650 -CW -4000, q! ® CONSTRUCT 6" CURB AND GUTTER PER CITY OF 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 13. �Q� oto h. WrFeo FaTYPE V CONCRETE. - LA QUINTA STD. DWG. NO. 201. p q y, Dig A I e r t �O �� O 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 13. O NOTE REGARDING GRADES, CONSTRUCT CONCRETE DRIVEWAY APPROACH PER Z UNLESS OTHERWISE STATED: 5 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 13. w C80375 m CIN OF LA QUINTA STD. DWG. N0. 221. O 6 INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. 18 GRADE AT EXTENDED FOOTING PER DETAIL F ON SHEET 13. SEE cc Exp. 3-31-23 FINISHED GRADE AROUND BUILDINGS = PE DIAL TOLL FREE 0 10' 20' 30' 40' O O ARCHITECT'S/STRUCTURAL ENGINEER'S PLAN FOR DETAILS. 1-800-227-2600 O CONSTRUCT 4" THICK P.C.C. DRIVEWAY. © INSTALL 4" PVC (SDR -35) PIPE. GRADE TO DRAIN. �j C / V PLAN FOR DETAILS. EXISTING UTILITY CONFLICTS WALL PERMITS 8 CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S © CONNECT TO RETAINING WALL DRAIN LINE. If pQ`� © Copyright 2021 EXISTING UTILITIES IN CONFLICT WITH PROPOSED SEPARATE PERMIT FROM THE BUILDING AND ❑ AT LEAST TWO DAYS SCALE 1"=10' OF CA��F MSA Consulting, Inc. DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY SAFETY DEPARTMENT SHALL BE REQUIRED BEFORE YOU DIG O9 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. NO. 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 REVISIONS APPROVED DATE MSA CONSULTING I I' I � MARK T.B.M. NO. 1 ELEV. 472.91 80375 SAW / / TRACT MAP NOS. 36537-1 AND -2 -THE SIGNATURE 2 7 LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE tij,.r/kL//J DRAWN BY 7/SIZ� OF > PLANNING > CIVIL ENGINEERING> LAND SURVEYING AERIAL SURVEY SCOTT A. WIEBORG DATE SAW 34200 Bob Hope Drive, Rancho Mirage, CA 92270 BRYA MCKINNEY, P.E. DATE TOPAZ PRECISE GRADING AND PAVING PLAN 13 760.320.9811 msaconsultinginc.com EXPIRES3 /3 1 /224 23 Li _T 2/ 375 CHECKED BY PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-2, LOTS 32-36 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. 6RTEGA DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER ITY OF LA QUINTA CITY OF LA QUINTA - - - - lz� 14 0o N -t'0 I I I I I I nN MN ��O� O�O0i01 O�OO00 i 00 N� trnON Oa' 14 WN Il N� CoON O� 14 O,W N� nN N� 14 JF - N tz>_ Z 6 O �lD d.0 est O�OI 6 .-� hN W� NO �r ` 2 6 NN NN nN O� an a0 nl Z 6 MM MM nN On to a0 I 2 6 �� : nN00 00 OO p, p, d',� O Na0 Nn Nn as a� a<r ozoZ �� F� 1 <rd- d� �. rnm rnrn 1 vrn m1n I rn d-� n <rd- a< v� rn rnm 1 m - N� as "d- �a NT .N l�-�J rnm -s- ar<i � s �� <r� -s s -s0 0� 3 I-_ I-_ 3 �LL�� a a� �� 3 va F� � 3 U��d 3 UJ UJ ( •F d'd J HLL i �/ /' OZ UJ r //� ~ OZ UJ f�/.. y IU-tJi I p> / % / 1f f ji / /i / . i / / i ` i , - ~ i ' .' f, f x / // ? urf / 1 // / / 4 4 DAD r� r l r� r-uOtFIS o UF 91. 4 OLJw I4 84 . w .48 4 9 I I t rn> 4 _FS 492.32 = dE n to - - \ `FS 492.32.62 " F 1. F 1. FS 492.76 t_j U 4g 676% 7 FS 494.76 ( FS 491.45 ry r " FS 493.34- flno I ,.� FS 492.87 I FS 494.8728�� o - FL 489.78 FS 492.16 - 0 {_ \ �! �1� I �I e F 4 ro � \ �> !� 1.00% - �i J. GB . _ a 49 FS 493.52 allo N G. • ` 1 �\ a FS 495.56 _,rill ctO.I 4�2 G o� rn \ a, J I 4 5 4 ,58 i ( rn 1.00% 9 v m ,� ` - 4& 7 FS 493.70 fF.. 4 .- I F 95_ FS 495.65 v F 9CFS 492,3 .7,•/ _f3 95:7 % o - �1 I FS.493.2 -.-�" J r ,� o ,o i ' ' _ .. NFL 496.50FS 492.69 .92'61? 1g. I �-t FS 493.77 t ' 0 % FS 495.72 I 11 " d9 � - �"� FG 496:67 � V tFG 494.67 �1 66GF 493.94 � � � �._- co - 1 FS 493.75 0 ,n - \ li FS 495.75 - -� '� = I i �� I FG.495.80 b\ r--4 '`- `•o b�"AQ i -. TC 490.48 - TF --491- F 491847 9 �. irn �oi18 GF 493.96 _I o - _ r \ 9 TW 500.80. - v ( I 18 GF 495.96 "o GF 492 94 _ I GF 494.94 TF 493.47 - II D=0:0 _ - I \ -` - = TW '502.80 27.95' FL 489.98 to {v) fS 493.90 N 11 I FG 4953° FS 495.90 n 96 14 TOG 490.48 - - T4V 49x3.80 I��I. I I �I D0.00.80" TW .500.80 18 GF 4 .94 g F 495.47> TRW 93.80 to - FS 493.97 I 18 li D-0.5 FS 495.97 ' o FG 496.8° t 8 I INV 488.98 0 , TF 491.80 TRW 493.80 19 - TW 499.80. �9 II I 9 I FG 496.30 a` g o f TF 491.80 9 I o. FG 493.80 18 o F 493.47 t o 18 . o�- I o� PROP. DG PATH I, 5.00' . of TW 498.80 T. - TF 492.47. h D-1.00 n a 18 I TW' 501.80 d. . m nµ it 9 ..ITW 49980 = 9 O FG 494.80 SEE LANDSCAPE ARCHITECTI TF 49247 9 v oI �` D=1.00 PLAN FOR DETAILS. (TYPICAL) QTF 494.47 9mµ q HP m r6 493.50 o I rn m o 'm a o I FG 495.80 18 rn °n' o °�' rn FL 492.50 ,n o ui rn o� � D=1:0 V) m.m In HP pfl� " PO_jlI ❑ I tax _ -r--- rna O N 8 t.r_ x �. 8 N v x NI n� n ! ' �. FF 494.47 i / �V FF 496.47 I 8 'N v of n rn co �, voi• a I 493.48 I �I FS 494.14 I / 495.08 - o . FS 496.14 - 6 rn m c' rn O FS FF 493.47 O 8 15 4 FS I /' FS7.°8 00 ! �i I FF 495.47 .N �, 8 y / FF 497.47. N�. I I d w 3 v a v FS 493.14 i of L=63.00' FS 495.14 plDFS 497.14 J x d_ 12 5=3.40% 00 494.08 v nl 496.08 0 con °W --- rn o� 2_ rn 11 N .WI [] -- L=68.00' of I FF 494.47 FS LSI - ❑ crr_� FF 496.47 FS ,�� _.�.,� 10' `3 - T S=1.79% 12 FS 494.14 i ,_ort -TI. 8 x ,y I FS 496.14 o ,,/ 8 =' �' P.U.E. 4' SIDE YARD T rn yI 4' SIDE YARD T m I I 493.08 2% I 1p o; EASEMENT 2% 495.08 �- j / 15 � EASEMENT 2% 497.08 IWWW FS g �` 4' SIDE YARD �-'}��J�, FS ! I B` FF 493.47 I I FS 495 14 .� EASEMENT / FS 497.14 Lon i 8S. 493.14 I I I E I ' 13 TOG 492.33 i L=141.00' 12 I L=143.00' 12 y' I I INV 490..83 o o 'V o I o 13 TOG 496.30 S=1.00% S=1.00% TOG 493..3413. L=152.00'12 I LOT 27 INV 494.01 o IN 491.84 S=1.00% o / I o 12 L=,24.00' LOT 31 T FF 494.47 �I M� LOT 29 M 4 �T I 5=1.48% 493.08 2% I 8 495.08 FF 496.47 I PLAN 2A(R) 8 497.08 L=137.00'12 PLAN 2A FS 494.14 PLAN 2B(R) z� TOG 494 32 FS 496.14 FF 497.47 2� S=1.00% FS 15 494.08 FF 495.47 FS 13 INV 492.10 I 2% 496.08 = �j FS FF 49 2.8 2% FS LOT 28 PE 498.8 �� I I I 15 PE x92.8 LOT 30 13 TOG 493 30 I PE 494.8 s Fs TOG 495 31 8 INV 490.99 T PLAN 1A(R) 13 FF 497.47 1s FFF S 493.44 T5 4 FF 494.47PLAN B( ) FF 495.47 I INV 493.07 I FS 497.14 I �� FS 495.14 1 FF 498.47 1 1 I I T PE 493.8 L�❑ ' 1s T PE 495.8 -L---� 1 I I I o TOG 492.31 I 00INV 489.71 13 0 T494.081 I �I 496.081 1 / PROPOSED WALL. o i Lq /• I I SEE SIGNATURE WALL N� 8 N^ 8 Vol PLAN PHASE 2 FOR FL 493.50 Lnl I I I DETAILS. 493.08 - FG 493.70 FF 494.47 495.08 FG 494.80 FF 49647,/497,08 £ I FS D=0.10. X FS 494.14 �I � � FG 493.80 FS I D=1.00 18. FS 496.14 I FS I I I - ° of D=1.00 18 - - O TW 501.80 11' ^o'1i 8 N� 8 L TRW 495.80 N 8 I I I "T FL 492.50 I 11 4 TW 5°0.80 rn j TF 493.80 FG 495.80 FF 493.47 y I TRW 494.80 FF 495.47 ,f - FL 495.50 o FG 49 18 FF 497.47 I 1 FS 493.14 HP TF 492.80 FS 495.14 � = I HP n i FS 497.14 11 FL 494.50 ' TW 502.80 FL 496.50 Y I T TRW 496.80 HP 20' I T HP 11 ,I �= j TF 494.80 FL 496.50. t°- HP �I I o__II II - io� o1 1.0 �� & voi FF 493.47 °W y o' FF 495.47 `IL p�U� FF 497.47 FS 493.14 0: - I FS 0l "'T 10 0 FS 497.14 I ' I FL 492.50 U/V 10 ��H �� V of I ��V HP 8 FL 493.50 8 N ° NV '59 493.54 y 8 �� ° 1 I 490.32 I I I 494.57 9 111 INV 493.08 �, HP 491.45 _ 15 495.08 492.67 �i 1 15 TOG 495.31 13 INV �/; / .0 497.08 INV i t 490.42 FS 15 15 'oN INV i FS 0.50% INV INV 493.81 r FS ` INV io 491.53 i �.. 0�% _ E _�0% _ _� �. �i i TOG 494.32 io - e TW 498.67 `� 0.5 50% 0.5 7. 50% INV i 10 13 493.62 ✓ ---E-- _ y -. �_ L� INV 492.82 E TW 501.80 TW 502.80 RW 493.17 = �O TW 503.13 TRW 495.80 INV TRW 496.80 13 TOG 496.30 494.65 TW 502.80 TOG 492.31 TOG 493.30 TW 500.80 TOE roe INV 494.80 INV FG E) 492.80 13 TW 499.80 13 FG 497.30 TF 493.80 TF 494.80 TF 495.47 FG W 490.80 INV 490.81 TRW 493.80 INV 491.80 TRW 494.80 TF 496.46 TW 503.47 TOE TOE TOE Zp 00' TF 489.67 TF 491.80 TF 492.80 r FG 497.30 TOP Toa 60.00' 50.00'FFF 50.00' 50TSa0• TF 496.46 56.95' ZINIZ11 :111111 11N 498.67 TW 498.67 TW 500.00 TW 500.00 NF 500.67 NF 505.33 NF 505.33 NF 505.33 PROPOSED WALL. NF 505.33 PROPOSED WALL. TRW 500.33 TRW 493.67 TRW 493.67 TRW 495.00 TRW 495.00 RW 495.67 TRW 500.33 TRW 500.33 SEE SIGNATURE WALL TRW 500.33 SEE SIGNATURE WALL FG NW 499.30 FG SE) 49 .70 PIAN PHASE 2 FOR FG NW) 492.80 FG NW) 492.80 FG NW) 492.80 G NW) 49.4..80 FG NW) 499.30 FG NW) 499.30 FG NW) 499.30 ) FG SE) 490.70 FG SE) 490.70 FG SE) 492.00 FG SE) 492.00_ - so--fG�SEr492.7(7" FG 497.30 FG�SE) 497.30 PLAN PHASE 2 FOR FG(SE) 497.30 TF 490.33 DETAILS. TF 490.33 TF 491.00 'e -FFs 4xSf.67 TF 491.67 \ TF�496.007 30 TF 496.00 PEO 499.3 TF 496.00 DETAILS. TF 496.00 \ S� SD 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 O2 REMOVE EXISTING AC PAVEMENT. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 13. SHALL HAVE RING -TITS JOINTS. ALL O3 REMOVE EXISTING CURB AND GUTTER. 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. QPQFESS/pHA` COPE V CONCRETE. BE 650 -CW -4000, ®CONSTRUCT 6" CURB AND GUTTER PER CITY OF 1� INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 13. t� N W/ LA QUINTA STD. DWG. NO. 201. Q g `j eB F J NOTE REGARDING GRADES, I�� 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 13. h� 00 09 yy� Dig � A I e r t V O CITY QUINTA STD. NO. PER 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 13. 0 R� C7 m UNLESS OTHERWISE STATED: O6 INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. 18 GRADE AT EXTENDED FOOTING PER DETAIL F ON SHEET 13. SEE s Exp. 80 31523 x O ARCHITECT'S/STRUCTURAL ENGINEER'S PLAN FOR DETAILS. 1� FINISHED GRADE AROUND BUILDINGS = PE DIAL TOLL FREE 0' 10' 20' 30' 40' 7 CONSTRUCT 4" THICK P.C.C. DRIVEWAY. LS 1_800-227-^600 O 19 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. LL L 8 CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S �9 C l y \ �' �� EXISTING UTILITY CONFLICTS WALL PERMITS AT LEAST TWO DAYS SCALE 1"=10' O PLAN FOR DETAILS. TF OF CAL\FAQ MESA Conyright ulting20Inc. DRIVEWAY AND21 EXISTING TIES IN SIDEWALKS WILILTBE WITH RELOCATEDPROPOSED BY SAFETYSEPARATE DEPARTMENT OSHALL BEBUILDING EQUIRED BEFORE YOU DIG O9 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. NO 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 REVISIONS APPROVED DATE (� SAW MSA CONSU LTI N1 MARK C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM Q / 80375 DRAWN BY > PLANNING > CIVIL ENGINEERING> LAND SURVEYING SIGNATURE / o!o w� A� TRACT MAP NOS. 36537-1 AND -2 -THE SIGNATURE OF 34200 Bob Hope Drive, Rancho Mirage, CA 92270 AERIAL SURVEY SCOTT A. WIEBORG DATE SAW - TOPAZ PRECISE GRADING AND PAVING PLAN 760.320.9811 msaconsultinginacom R.C.E. 80375 C CHECKED BY B AN MCKINNEY, P.E. DATE 13 EXPIRES 03/31/2.1$3 (.SZI PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-2, LOTS 27-31 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 ( o: y�7�o. J. ORTEGA DATE CHERI FLORES T BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA ,.�.F _ �� r�� LO 5 ©� ❑ ul )' I L J LOT 3 1 ------- �! 8a.) nnn ❑ r1r lel L-jI I------ I (PE 488.3) 00 �� I N FL TC 486.50 ----- I --I \r ----------- I 9'9 ❑❑ IN��+tC.❑ ❑❑❑❑❑❑ LJIJ�� 4as.4 r I 0 I FS 487.98 FS 488.31 TF 487.40 A ❑ ❑ ❑ ❑ ❑ III I - MOD TCI 486.47 \ ' L_ --_-J I 1.39% 130.00 !_JL_ o__o _ r I_ FL 486.00 (� ---- --- ---I �..�..�..P.4Q7. �..� Lm� _ 486.16 487.40 494.90 �,n� E I TOG 487 77 .. `� to tO rn ri L - I L - J L _ _ _ _ L _ _ _ _ _ ❑ ❑ ❑ ❑ ❑ TC 486440 _ 9 TW 494.30 FL 488.00 15 13 INV 486.27 rn It m .'0000 ❑❑❑❑❑❑❑❑❑❑❑❑❑ EXISTING WALL.❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑L. J 1 FL 485.95 TC 46S.o6FL 5.98 .2 TF 486.97 HP. NV .09�V � �� C TOG 48.38 f ww - - - -- INV 48 S8 14 r I 1 0.00 [� I 3 1 LOT 57 4.00. �n 0.50 0 0% 0.50% .04% 1.00 i' - . .. .. .. .. ..--F--�---�- -f-- • ---f-- - - - ----- --- - -�- - 1 I 2 6 21 - 1� p0% A 1) - \ FG 4 7.62 q TC 486.37 m PLAN A I - - - FL 485.34 I 1 FF 488.97 FF 488.97 TOG 48.95 L-80.00' 0 3 '"� 0 r, / ; 1 r` m i'- FS 488.64 57.95' INV 485:95 112 S=1.34% 15 "? o 400 ,62 6 PE 488.371-15.92', w a m� v'o .7 I I o 0 a 00 .ma. - a TC 1486.36 m LOC - �a �x �.- <rvn-• °T.,,.._- w -a0 TC 485.96 •1 ° 'FS 488.12 FF 488.97 FF 488.97 b�� --�• - 9 '� _ 7 FL 48591 TC 86.02 FS 488.27 FS 488.64 FS 488.64 oo - � 9 � 2 FL 485.94 "4oTC 486.38 15 FF 488.67T - h FL 485.93��TW 494.00 �: FS 488.34 - LO 1 4 _ =� ; - TC 486.37 cc m > �0% 48858 FF - - -488.64- 0 FG 488.00 FL 487.70 - PLAN 3A(R)- _ . } FL 485.93 d" , I r 488.58 488.58 FS FS HP o N _ FF 488.67 = FS 488.37 L j 10' °a 4 00 FS 488.22 _00 1 FS FS 1 2% 8TC 48 .86 PE 488.0 /rFS FL 485 79 m FF 488.fi7 �- -FF 488.67 I ° - - - -485.72 m m a FS 488.34 2% - FS 487:55 TC 486.24 I -.N FS 487.30 n - - - - - - _ INV 485.79 m m FS 488.34 - - - IRS, - - o d -w - 14 \ L=171.00' ' w a v w a FL 485.78 TOG 1486.27 6 0 ❑ 0 NV m _00 • 12 S= D 22 / 0 0 3 FL 488.00 15 1.00% TOG 487.77 ° HP INV 485.34 13 / EXISTING WALL o. = m - o I 7.06 5-0% 0.50% 'o n� FL 48 79 ` OPTIONAL FIREPLACE - 8_ m TC 486.25 -t- f--'-�- ----- -- --�-�� `-- -�-- ----E----=� -�-�- - 23 _ 3.SYi i--{ M a FL • 485.79 FL 487.30 - 130.34' s o - FF 488.67 s 1.00% m kS,�4$7.$7 i n m N:' I _ - ' / �. f / r ! / ' r r / - Co : T _� FS 488.34 4.97%" w N 22 FL 485.75 I 23.91' 1fF .48697 / / �f d'. J ''` r, / -�tiY=4494:30 r `,, �`�,� m m. ITC 1486 t 494.30 9 r / / f _ /4863_% f( of •` HE n - - - ° ` - 1 �� ° FS 487.70 a I TC 4 / TF r m ym M .� 1ur - - - - 10, FL 4 .73 .^' rn a m 488.28 8 15 ` 16 4' SIDE YARD -` m o FS 11 FL 487.70 P.U.E. TOG 48 .15 3 0 0 3 w 3 HP 14 H=0.3' EASEMENT o � � E w 0 507 0. 0% 4.75% INV 484 65 - FL 487.70 ro m o ~ �` w ~ TW 494.00 TOG 487.45 L=83.00' TW 494.00 �g� " 2 6 Hp v J F 486.67 INV 48 .95 ,3 9 12 F 486.67 9 [-I] L J LOT 56 5 S=1.57% 1 � c� w a 153.21 �� ;.m F 30 I TC 486.13 w m ,.00% - - FL 485 s7 a'. PLAN 2B � w 1n 0.50% 0. 0% 0.50% FL 487.32 08% 4 r 1 w FF 488.67 15 �, a C`+ ,� ---�--�--�--�- -- - ------ -�- STC 6.10 v _; o 3 w 5.00 TW 494.00 - - - TOG 486.SQ FG 487.70 9 INV 484.6 FL 485.66 m PE 488.0 _ � 14 � FL 85.65 TC 4 5.74 � N FF 488.67 13 w z 487.40 s a w �' FS 488.34 m L=88.00' TW 493.70 TC 46.12 .9 r o 0 No cmo 15 12 9. F 486.37 FL -HP - FF 488.67 FF 488.67 : o a z a 46.7' S=1.18% i FL 85.62 m o wrfl- g n m , 12.7 - FS 488.34 FS 488.34 m m � w m PROP. DG PATH. SEE 0 6 TC 86.14 5' o ry v v N a p `* LANDSCAPE ARCHITECT'S PLAN _ II �m �m TC 4 7 ---- y c� ^ D FL 4 .59 FL 485.64 GF 487.70 � mm m : o z 3�T ? FOR DETAILS. (TYPICAL) a I� d 7 N - � �s ✓ 4 a ��a 8 N 8 8 o- w r_ °TC 486.09 - - - - - - - - - - - - - - - EXISTING WALL. FF 488.67 13 1 't " - a.m N ' 23 6 ' Q F� 485.62 g °. ' oT 8 [ FS8.28 FS8.28 n2% FS 488 34 8 �% 15 FF 488.37 LOT 5 ^ 1 um FF 488.67 2% 488.28 I I 16.95' co '' FS 488.34 -� FS FF 488.67 FL 487.40 FS 488.0 8 PLAN 4C(R) w (6 I Z ' v TW 494.00 FS 488.34 r i0 HP ❑ FF 488.37 3 m TC 4$5.58 ' ', m TF 487.33 - - - 485.82 485.90 m - '�N a PE 487.7 %�� \ FL 185.49 Z / L�� w 1 �----- - ❑ ❑. INV INV `^°•��00n L=109.00' ➢ 2 / m i'4- \TC 485.97 /.. J S -4T7.66 F 488.31 F5 488.12 r O^^m 487.09 FL 485.4712.00% v r w 3 ' °0 FF 488.37 FS 487.52 m / Q I�GSa 487.50- �a FS488.23 I FS 488.04 TOG 487.51 12 5=1.09% rn TC 48'5.96 v, d 13 0 n FF 488.37 J TOG 486.01 INV 485.21 / 23�- �: r FS 488.04 FS 487.19 7 FL 485.46 14 0.5 0.50% 0 0% r I o OD FS 488.04 � 17 a INV 484.51 -�-- --�-�---a'-�-�-�'------�-------rt------�--- -�-�--�5 -�-�- --c-�- ,nl �w 1.00% m P C oofL 13 FF 488.37 -� a' _ TC 486.00 t� FL 487,70 / _ 13 .69 7,7 4,8J.0 LO FS 488.04 FS 488.01 TC 485.95 FL 485.52' n 20, 486.6'/ HP g o r m I OPTIONAL FIREPLACE p 5.5�./ FL 485.45 TC 4 5.97 '0 9T . /// % i TF 487.00 <o m=mM ' y 1 m FF 488.37 7 / FL 485.51 00 TW 49 .00 r0) 1 FS 488.04 - 8 FS 487.95 a 4.41"Y FS 4 7.46 / � 16 0 50% a' `F o o _ L-82.00' - - �� TC 485„s8 TC 485.56 r -c TF 487.3 4' SIDE YARD - � �. �- d' �/ o> - - FS 487.98 - n� T y. '. H=0.2' 67o n w z n - n FL 48 / 42 1. 3 - 5=1.61% L FL 5.46 EASEMENT o 0 d' FS 487.35 FS 487.29 • \ FL 487.40 TW 493.70 15 TOG 485183 ,� m -< b a a^o cO TW 493.70 FS 487.98 9 11 �- 8 FS 487.54 14 �yq 3 / I w 7 55 FL 487.50 15 °D 0.50% .n 0. 0% HP F 86 37 4.9 % INV 484 3 d' 3 TF 486.37 " -� .. .. ..---�-�- ---�-----�--�---�-�-- / ° PLAN 1A HP 149.13' TC 485"82 / 5 m �� 1 FF 488.47 y �- FL 487.03 q FL 48536 FF 488.47 23' 0 0.50% 0. 0% 0.50% 7.35% _ FS 488.14 PE 487.8 W N .. .. .. .. . ---�--�-�-------�-�- ----- -�- TC 4.85.79 m 4 OG 485.8 FL/85.35 1 - 0 3 w o - - \ 4 INV 484.2' `� TC 485.83 F m x 0 0 rn L=80.00' 0 0 TC 485.47 % % - - FF 488.47 FF 488.47 rn a o n ❑ m'n 15 12Ui o a o FL ' 5.33 _ FS 487.76 45 Q m S=1.34% 1 % j% TC 4 5.39 FL 5.39 FS 487.85 FS 488.14 8 FS 488.14 r N a0 z F a s v� m d' a 1 m rn FL 485.31 TC 485.87 -. .` p 00 0 1 n a� a o v g <r o> a m m rn Ism FL 5.37 q n N c� 0. o� z w x 9 d' • �� 3 !' m .10� 1.00% 1 ( 8 �- - - - - - -�� - 488.08 2% FF 488.47 0� F -- Lo , 3 1.00% m m 2 6 TC 1 485.80 m N K j- ---- 488.08 -I I 13 EXISTING WALL "' �* 488.08 FS FS 488.14 _j v FL 485.35 ' m 1% w FS FS I 1 7 10' O c� FS 48761 15 HP 487.10 FS 48FF 87.074 LOT 6 o f m m TC 48'.30 / P.U.E. 8 o 8 0 PLAN 3B(R) FF 488.07 FL 4 22 I - 4a5s1 �' FS 487.55 .110% ' FS. -487.67 S 487.85 n LO 15 �� s FF 488.07 2 a-= o - ❑-- ° wv I°°a v 2% 487.67 PROd. DG PATH PE 487.4 FF 488 07 FS 9 r�1 SEE I ANDSCAPE ARCHITECT'S TW 493.80 15 - 12 L=153.00' ❑D 22 6, rn 3 w 3 a0 TC 485.67 L J L( \ 15 S-1.05% TOG 487.31 13 FL 487.50 485.54 22 ' c� c� ro FF488.07 FS 487.74 - TO 485.71 PLA FOR DETAILS. (TYPICAL) TF 486.47 INV 485.03 m HP C7 r _ o FS 487.74 2% 1I . I 13.27 FS 486`x.91 F -I FL 485 0 14 _ �60% 0.50% ��_ INV --- I mvr° V-484.21--�-�- 633%-� 0.5V. -�--------�-- -�--�--�----�-�- �--�--- ->'-� �- o. 't w °TC 485.70 N m FS 487.12 m -I FL 485.24 GB 487.43 9 HP 4 .5 1 .2B' F W48a 800 2 co // / m 1 OPTIONAL FIREPLACE 8^ g I I J 4�fi. / m^ m M h w M 1.00% m 4 5 �n .- a s FS 488.4 � a m m TW 433.80 TW 493.80 9 TW 493.80 rn -*^^m Ho-%%% L=81.00' 9% m I TF 486.47 16 4' SIDE YARD TF 486.47 TF 486.47 + w3a C) o > 12 FL 487.10 TW 493.40 w v o z n-- n 8 S=1.56% T5 11 cry I EASEMENT ---- 0 �`-_ �� HP F 486.07. of FS 487.06 - H=0.3' 0. 0% rn FS 487.68 0. 0% I TOG 4 -0 9 14 TW 493.40 INV 48 09 F 486.07 y .. .. .. .'-j .. .. --�-45.00' -�- - ---F--�--�-�- -->- �--�--�---�--�- ,45.00' TFT J-493.40 I LOT 54 TF 486.07 TC 485158 10' FL 485110 I PE 485 9 LOT 7 3 _ _ _ - - \� P.U.E ;7.5 n � CONSTRUCTION NOTES STORM DRAIN Ot 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 13. SHALL HAVE RING -TITS JOINTS. ALL O3 REMOVE EXISTING CURB AND GUTTER. 19 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. '?VFESS/04� COPE VETE C SHALL BE 650 -CW -4000, 4 CONSTRUCT 6" CURB AND GUTTER PER CITY OF 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 13. �Q� 6S h. Wleap Fy LA QUINTA STD. DWG. N0. 201. �° 9v NOTE REGARDING GRADES Dig Alert ♦/O �� O lO4 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 13. g y r CONSTRUCT CONCRETE DRIVEWAY APPROACH PER v m UNLESS OTHERWISE STATED: 5 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 13. w C80375 m R CITY OF LA QUINTA STD. DWG. N0. 221. °C Ex . 3-31-23 � DIAL TOLL FREE 0' 10' 20' 30' 40' © INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. 16 CONSTRUCT STEM WALL. SEE STRUCTURAL ENGINEER'S PLAN FOR DETAILS. P FINISHED GRADE AROUND BUILDINGS = PE 7 CONSTRUCT 4" THICK P.C.C. DRIVEWAY. 1 CONSTRUCT STEPS AS SHOWN PER DETAIL E ON SHEET 13. O \ 1-800-227-2600 / V \ Q EXISTING UTILITY CONFLICTS WALL PERMITS ® CONSTRUCT 4" P.C.C. .PAVING. SEE LANDSCAPE ARCHITECT'S © INSTALL 4" PVC (SDR -35) PIPE. GRADE TO DRAIN. 9TF � © Copyright 2021 EXISTING UTILITIES IN CONFLICT WITH PROPOSED SEPARATE PERMIT FROM THE BUILDING AND AT LEAST TWO DAYS SCALE 1"=10' PLAN FOR DETAILS. © CONNECT TO RETAINING WALL DRAIN LINE. OF CA i \ MSA Consulting, Inc. DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY SAFETY DEPARTMENT SHALL BE REQUIRED BEFORE YOU DIG O9 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 SHEET NO. REVISIONS APPROVED DATE j^ T.B.M. NO. 1 ELEV. 472.91 SAW CITY OF LA QUINTA, CALIFORNIA 4 MSA CONSNE SING L ND1 I V MARK C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM 80378 DRAWN BY _ TRACT MAP NOS. 36537-1 AND -2 - THE SIGNATURE OF SIGNATURE �� > PLANNING > CIVIL ENGINEERIN 92270 SURVEYING AERIAL SURVEY SCOTT A. WIE60RG DATE SAW gd TOPAZ PRECISE GRADING AND PAVING PLAN 34200 Bob Hope Drive, Rancho Mirage, CA 92270 R.C.E.0�_s CHECKED BY BR AN MCKINNEY, P.E. DATE '' 3 760.320.9811 msaconsultingincEXPIRES 03/31/2? Z3 .com Z/ PUBLIC WORKS DIRECTOR/ CITY ENGINEER TRACT MAP NO. 36537-1, LOTS 4-6 AND 55-57 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 . J. ORTEGA DATE CHERI FLORES DATE [CITY UILDING OFFICIAL PLANNING MANAGER OF LA QUINTA CITY OF LA QUINTA LOT 55 PE 487.8 --' z 7,471,1 ��O ODM TW 493.80 4' SIDE YARD TW 493.80 50% TW 493.80 ��^�00 TF 486.47 16 TF 486.47 - - - TF 486.47 EASEMENT H=0.3' TRW 489.00 13 FG 497.50 LOT 5th FL 487.20 15 �, d. TF 486.33 PLAN 2A HP ou' 11 ZESFF as8:sa FF 488.17 It 3 0 PE 487.5 Lq: o � � w o o- ro 9z)w M Z = FFF 488.17 N O m vi FS 487.84 i a_ r, T =w3 1 -i N�4 8 N� OD( I aunao a � �I FF>488.17- -- --------- 2% FF 488.17 2%- � 487.78 487.781 FS FS - F$ 487,64 0 FS 487.84 � i 27' o o TW 497.67 493. a - Ci L RW 491.67 486 'J I m r, co FG N 491.5 485.29 485.34 d 0�° FG S) 489.7 INV INV w TF 488.33 ITS 487.88 FS 487.70 79.76.1: 2.0� G 2 00% L=146.00' �. FS x}87.80 f1 . a -'-i FS 487.62 ' 2 S=1.10% TOG 487.04 13 15 n 0.5 % INV 484.88 0.50% 1 ----- ---- ---- ----- -�- °- -�-�- -t---E--�-�-� - - 1 22 23 ,/ % i �/ -FL 487.20 "_}3 / -! j f {-/'� -/ 9 ' ,FL A$7r.485126/% 1 TW'493.50,`� r 1 ,' HP - -� HI' ! I 'F 48 = i 422 ; , , , 1" � i � 7 6.17 F r TW � - TF 486.17 9 16 "", SIDE YARD TW 493:50 f 50% TW 493.30 TF TF 486.17 I -� TF 485.97 H=0.2' FF 487.97 FL 487.00 13 487.64 LOT 53 HP PLAN 1B m c FF 487.97 R u PE 487.3 0: Z FF 488.17 FF 488.17 FS 487.84 Qq.�B FS 487.84 TI N�. 8 FF FS 488.84 j 0%----- 2%Tf 485.97 487.78 �.S 487.66 FS g 01 FS 487.60 ' .08 ' 1� •00.io ` �, ^ \ -_ --� L=134.00' TOG 7❑ U D 937 p N V FL 4 4.66 x m TW 493.30 12 48 ,14 FL 487.00 1 LOT 8 8 41. n m \' \ S=1.30% 48b TF 485.97 13 . FS cD w 4 \ \ a rn �__ _ _ _ 50% INV 484.37 0.50°/ _ HP .50% n 1 PLAN 3C(R) FF 487.57 59q----=->---� ------k --�- �- - -�--� - 1 FS 487.24 FS 6 55 r \ 14 w i 483.77 FF 487.57 na TOG 4x5.09 Z 484.99 -� FF 487.57 PE 488.9 2% 1 1 - p I V 83.59 �i 1 1 HP 487.00 15 INV \ FS 487.24 a 1 8: 8 4g7.1, \ 15 Te 48 PROP. DG PATH FS 1.00% 6 i' 84.58 11 15 SEE LANDSCAPE ARCHITECT'S / FL 486.60 2% FF 487j.57 g0 g0 \ \ LOT 52 5 'y fy\ 1 . \ PLAN FOR DETAILS. (TYPICAL) / HP 487.48 FS 487.24 492.57 aoo p FS 486 q� --�/ \ i TOG 485.07 '1 - / �- PE 487.1 � IFS F 485• ,�`\'''� 10 141NV� 483.57 \ 16 � 1 , 9 i'' PUS \ 10 �• \ 9 FF 487.57 FL 486.60 �, \ \ FS 487.24 g 11 HP / \ TW 493.30 / 15 i/ i \ / T TF 485.97 ,.N 15 �� 487.48 1 `- \ x•14$ 5� ice/ O \ 1` <\ I\\ \ FS I \ l q p L-85.00' 0,2i `-�; \ s9 4' SIDE YARD / Q - S=1.46% t2 9 \ \ \ \ `�' EASEMENT 13 INV 484.83 TW 493.30 \ TF 485.97 EXISTING WALL. \ 9 TW 493.30 TF 485.97 \ 0 \ \ \ f / \ \ TW 493.30 \ �\ rn n / \ TF 485.97 v 9 LOT 9 TW 493.30 �- d \\ PE 486.7 O / _ s\ O \ \ TF 485.97 ` \ �N, \ \� LOT 10 M� \ PE 486.5 T 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 O2 REMOVE EXISTING AC PAVEMENT. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 13. SHALL HAVE RING-TITE JOINTS. ALL QQ,OFESS/ON CONCRETE SHALL BE 650 -CW -4000, O3 REMOVE EXISTING CURB AND GUTTER. 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. A W7F 4( t* TYPE V CONCRETE. CONSTRUCT 6" CURB AND GUTTER PER CITY OF 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 13. �4Q C� BO iG D i g� A I e r t ® LA QUINTA STD. DWG. NO. 201, q gv �( 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 13. 2 NOTE REGARDING GRADES O R • Os CITY OFLAQUINTA STD. RDWGG..ANO.P221. PER 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 13. w C80375 m UNLESS OTHERWISE STATED: °C Exp. 3-31-23 DIAL TOLL FREE 0' 10' 20' 30' 40'© INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. 16 CONSTRUCT STEM WALL. SEE STRUCTURAL ENGINEER'S PLAN FOR DETAILS. FINISHED GRADE AROUND BUILDINGS = PE 1-8OO-2Z7-2600 7 CONSTRUCT 4" THICK P.C.C. DRIVEWAY. 1 CONSTRUCT STEPS AS SHOWN PER DETAIL E ON SHEET 13. N �+ v O r 0 / V EXISTING UTILITY CONFLICTS WALL PERMITS CONSRUCROM THE BULDNG AND AT LEAST TWO DAYS SCALE 1"=10' O PLANTFORTDETAILS. C. PAVING. SEE LANDSCAPE ARCHITECT'S qrF OF CA��F°Q� MSA Consult ng?rightolnc. DR VTEWAY ANDTSIDEWALKS WILL TBE IRELOCATTEDSBY SAFETYT DEPARTMENTTT SHALL BEI RIEQUIRED BEFORE YOU DIG 9 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 17M MARK 80375 SAW r C 7 - LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM , DRAWN BY 11g1r OF > PLANNING > CIVIL ENGINEERING> LAND SURVEYING SIGNATURE TRACT MAP NOS. 36537-1 AND -2 -THE SIGNATURE 34200 Bob Hope Drive, Rancho Mirage, CA 92270 AERIAL SURVEY SCOTT A. WIEBORG DATE SAW = TOPAZ PRECISE GRADING AND PAVING PLAN q cR.C.E. 80375 BR AN MCKINN P.E. DATE 13 760.320.9811 msaconsultingincom EXPIRES 03/31/312_; C�_S Z� CHECKED BY PUBLIC WORKS DIRECTOR/CIN ENGINEER TRACT MAP NO. 36537-1, LOTS 7-8 AND 53-54 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 i d L T P --487.2 E LOT 14 PE 486.7 av 1 �J i y w� PE 486.6 LOT 9 , FF 487.27 PLAN 4B(R) 15 1 12 L=83.00' I L=81.00' \ FS 486.94 \ 7 S=1.24% I 12 S=1.40% L=1.22% 12 yo \ FF 487.37 0 15 s=1.22% PE 486.7 TOG 486.03 04 9I L=86.00' j 131NV 484.53 ,2 I LOT 11 S=1.30% <^ FF 487.37 ? I LOT 10 : i PLAN 4C(R) FS 487.04 / PLAN 3A(R) , FF 487.27 .TOG 486.13 486.98 r y� , I INV 484.63 13 FS III FF 487.17 I PE 486.6 FF 487.27 2� �. g PE 486.5 oI i L FS 486.94 486.88 ` o TOG 486.0313 FF 487.27 \fro 8 INV 484.53 FS 486.94FF 48 1 .� 486.84 486.78 :I I, \ 8 76� 8 FF 487.37 i I 1I .Ill. 13 TOG 486.03 _ 6p ' FS 487.04 c�i ! 8 a o INV 484.53 "(. 2% 486.88 ` 1p• FS 0 FF 487.37 ry / i to t Edi FF 487.27 FS 487.04. 29 13 -I i1 i 15 FS 486.94 15 486.98 n I o Jjb FS O C � a 11 I TOG 486.03 tr TOG 486.13 i�� Lo 4 i 13 / 13 , m INV 484.53 �� INV 484.63 TOG 485.9313 i ,� FF 487.27 _ 15 INV 484.43 o Z I FS 486.94 0 T h /FF 487.17 1� 8 FS 486.84 8 �I .0 O OyFF 48 7 d 5 \ oa o NI FS 486 94 Z% 486.88 75.9. J `0 FF 487.17 FS 1 g2 p,� FL 486.30 2 or FS 486.84 2 486.78 I I p 15' '' HP 16. 31 FSHP I �T - - SOA 15 O o II o 16.13' T 16.74' 15 T T15 0.50 T�..� ..�-�.. 0.50%.. 15 0 .50� � � FL 486.30 TW 492.60 a FL 486.20 HP 9 TF 485.27 HP TW 492.70 WALL. I FLORES DATE MING MANAGER OF LA QUINTA TW 492.60 i TF 485.27 �\ \ TW 492.70 TW 492.70 �i \ \ \ TF 485.37 i TW 493.30 29 78' EXISTING WALL. - �,� A - .41.55, o 80.42' s CONSTRUCTION NOTES ,' ' 492 70 TW 492.70 o TW 492.60 TF 485.27 "STORM DRAIN \, SAWCUT EXISTING AC PAVEMENT OR PCC. TW 493.3 Lo 8.56' / i� � -' ALL SDR 35 PVC PIPE AND FITTINGS / \ O2 REMOVE EXISTING AC PAVEMENT. � / SHALL HAVE RING-TITE JOINTS. ALL /w / O3 REMOVE EXISTING CURB AND GUTTER. 10 CONSTRUCT COMBINATION GARDEN/RETAINING WALL PER SEPARATE PERMIT. Q({OFES$/ONA< ' TE SHALL BE 650 -CW -4000, ® CONSTRUCT 6" CURB AND GUTTER PER CITY OF 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 13. �Q� otS A. N'1FBo dy TYPE VE CONCRETE. Dig Alert �O LA QUINTA STD. DWG. NO. 201. CONSTRUCT CONCRETE DRIVEWAY APPROACH PER 1 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. y 5�' 9P �'i m NOTE REGARDING GRADES' R�� 5 O CIN OF LA QUINTA STD. DWG. NO. 221. 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 13. C80375 s UNLESS OTHERWISE STATED: DIAL TOLL FREE © INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. L 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 13. Exp. 3-31-23 FINISHED GRADE AROUND BUILDINGS = PE 1-800-227-2600 O' 10' 20' 30' 40' O7 CONSTRUCT 4" THICK P.C.C. DRIVEWAY. 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 13. c � �Q Tq / l EXISTING UTILITY CONFLICTS WALL PERMITS ® CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. 17 CONSTRUCT STEPS AS SHOWN PER DETAIL E ON SHEET 13. V �� t 2021 IN IL CT I ED TEWAY TSIDEWALKS SBYY NG AND THE ILREQUIRED TDEPARTMENT E PERMIT OSHALL AT LEAST TWO DAYS SCALE 1"=10' OF CA` MESA Consulting, Inc. DRIVight WILIES ANING D BE ELOCATEDTH SAFETY BEM BEFORE YOU DIG O9 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. NO. 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 n MSA �' IN MARK n 80`75 SAW c % LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE .�1.�r G•- j DRAWN BY TRACT MAP NOS. 36537-1 AND -2 - THE SIGNATURE > PLANNING > CIVIL ENGINEERING> LAND SURVEYING AERIAL SURVEY SCOTT A. WIEBORG DATE $AW TOPAZ PRECISE GRADING AND PAVING PLAN OF 34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginacom R.C.E. 80375 EXPIRES 03/31/212] 1- r , , Z CHECKED BY BR N MCKINNEY, P.E. DATE PUBLIC WORKS DIRECTOR CITY ENGINEER TRACT MAP NO. 36537-1, LOTS 9-12 13 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 'ROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE zoz A"?'" y/7/42,f J. ORTEGA DATECHERI FLORES DATE LDING OFFICIAL PLANNING MANAGER Y OF LA QUINTA ]CITY OF LA QUINTA L_- I II TW 493.30 5.97 LOT .3 I LOT 12 � I � TF 485.97 PE 487.3 z TW 492.6 TC 484.99 I TC (486.02) 125.00' TF 4s2so PE 486.6 9 I TF 485.27 TF 485.27I FL 48#.55 49 0 _ 145.00' FL(484.53)_r�1 ----------- ------------------INV 83.48 1 J 3.�\ TRW44916.67 TOG 4 I TC 48 99 �- 485 FTW g 0.5 - ---- 7-1=4------- --r r I FL 48 .53 TW 3. .9 I 9 48 TW 492.70 ...� .. .. .. .. .. e . .. .. FL 486.00 7.79% f 4 I FG N 491.5 0.50 L TC 484.97TC 48 01 0.5 % FG S 489.7 7 v - - \ 4 FL 484.52 I/� 21.37 _ SIDE YARD --_ ° TF 488.33 15 / EASEMENT 8.44' TC 485.01 f 16 TOG 486.05 FL 486.30 III TC 4.56 r 22 Q INV 484.55 13 12 L-77.00' 15 Hp FL 484.51 I FL 48 .48 / o H=0.2' TRW 489.00 5=1.39% PROP. DG PATH rn TC 484.56 I I FL 486.80 15 TOG 486.70 FG 487.10 SEE LANDSCAPE m ,//®T 52 HP 13 INV 485.20 TF 485.67 �� ARCHITECT'S PLAN FOR / 1 I I t * PLAN 1A o" DETAILS. (TYPICAL)- 2 6 I 2 6 " L�LDO%. FF 487.77 �. 1.00% m o, 5 1 a FF 487.77 PE 487.1 i EXISTING WALL. FF 487.27 LOT i 13 7 f 13 { I i 3 I m FS 487.44 HIP 486.80 FL 486.30 S 486.94 m -m v FiP PLAN MR) x 484.45 I 1 // FF. 487.77 ! d: 5 0 �. FF 487,27 d- L 484.37 1 ! LL ° �' FS 486.86 FF 487.77 FS 487.44 FS 487.44 a FF 487.27 TCI 484.79 1 I FL 484 5 - - FS 487.04 N 2% FS 486.94 PE 486.6 1 I•N o 8. I = FL 48436 s1 I m m 8 a 11 FF 48777 1 1486.88 6 TC 484.92 o a`Oo e `r ` e FS a FL 48 .42 co32 a _ _ FF 487.27 I .i FS 46 94 2%` I 1 I I I 8 _ - _ _ _ - - _ 1 �2% FS 487 44 f °� $ I I o t •ss 1 I- r II II r 487.38 FS7 3- _ _ FS 486:88 FS 486.69 D ro O i 1 I m " 17% 1 FS 8 - - _ W I T OPTIONAL FF 487 27 - - �_ " 0' `N` ® q I _ _ T 484.76 10' .-7 0" 10' I 1U E o - S 487. III - INS FIREPLACE ' FS 486.94 - 1.00% 1 I _ _ - - - TRW 489.00 -� cpm � v � �-1P.U.E. I � 3.27% S 487.08 -- - 00+ 1 • i I FS 486.66 �a _ ,�-_ I ❑� _ - - - Y - FG 487.10 P F G83S I0 TOG 4 . -•.33% - N ,� IL i =_ _ d. - o I�= 13 86 24 r _ _ rn TF 485.67 - a^1I� - - INV 483.61 �� ' - 45 - _ - U `� - - - p {t I TOG +}84.79 14 _ I FS 486,78 8 12 L=152.00' 13.TOG 486.42 N n ,L 23 TW 497.67 -fH_V-N83.29 _ . 8 - FL 48630 TW 492.60 -_ S=1.26% INV 484.41 I 11 g N - -- ! � � - 15 0.50% E__ _ r TRW 491.67 407 0.,50% HP _48 7 l r TC`4$4� I _ 50% -}-- ---�- --E-'-----�-- FG(N) 491.5 y.. .. .. ..-{--"F---E'-- -'E-- -. -.m - -- -------- FL 484.1-6 - 14 OG Q84.82 � �i -�__--- '_- -----�'-- - -. 2 -�` ( ) ` TOG 486.05 4$6.8$ 0.50% - 1 i INV 4 3.29 5 9% - --�- I. _ FG S 489.7 ° ---° -E---- - - 2 \ _^� 'i --CW 493.10'-..P �kA1S 2 15 1$ FS TOG 484.79 --------"E--' \\` '�. 2. i INV 484.55 145.00' - - - _ ` ---- -� r NV 483.29 1 TC 484.82 FL S6B0 TVh_49 .: W \ 1 \ \- TF -485.39 TF 488.33 TW 492.70 \ 8 f --485.984% m I FL 484.26 -r '\ TF 485.37 - ------- --------- ------ LL TCi 484.79 I I _ - 4 4 77 �... 0' - 0.5 r --;rte d- 0% 4 - - - - - \ � � FL484.33 TC 484r8'Y r � I � \ � \ �0% TC 484.42 \ FG 487.00 � \ 18.44' ,: I 1 FL 48.27 rTt SIDE YARD 16 - '� y TRW 489.00 TW 492.70 9 TW .492.70 - FL 486.40 FL '484.34 i I 22.87' TF 485.67 EASEMENT H=0.1' FL 486.70 15 TW 493.10 15 v TOG 486.15 15 12 L=77.00' TF 485.37 3 2%, 1 i /. PROP. DG PATH Q 13.INV 484.55 5=1.64% 1 TC 48 .41 1 I I fL 48 .33 T SEE LANDSCAPE LOT 51 HP TF 485.77 T m 2 6 III TC 484.44 74 ARCHITECT'S PLAN FOR o I I DETAILS. (TYPICAL) PLAN 2B PROPOSED WALL. T 1.00% 3 I i I 1.00% FF 487.67 SEE PLANS HAWSE 2 FOTURE R o -j 91 m I I I / ( 4 PE 487.0 DETAILS. TOG 486.55 LOT 14 `° / I I 2 6 n 7DO 13 NV 485.05 0 FF 487.37 T FS 487.04 PLAN 3C(R) FL 484.45 1 I 1 3 I m p FF 487.67 FS 487 34 FF 487.67 FL 486.40 w FF 487.37 / a N M 1 i TC X84.61 ii m FS 487.34 S 487.34 HP PE 4'86.7 TC 484.94 -w - 8 �y FF 487.37 8 � ¢i I 1 _ FL 4.53 n '002% m r ilC 65.02 ° ° `_ J g - - _ aZ� FF 487.67 487.28 2% FS 487.04 FF 487.37 m FL 484__49 .0 N I io �.: FS. 487.04 L6 L / I- � - L J � i I L 4 4.56 � o - -'`' 8 �V . 8 � - - - - - - 487.28 S 487.34 FS � F56.98 8 1 ' ° . 1.5 o n . W I ]I 9.9 ' r GF 486.23 - - - - - - FS IFF 487.67 U ��III 487.28 8 FS 487.34 FS 486.98' ° I 1 1 C o I I S /- J I I �o 487.28 1 I I I 484.81 484.88 1.89 TW 497.67 OPTIONAL FF 487.37 1.00%� �. I '� �q FF 487.67 FS I INS RW 491.67 1 1 rn I I I I FS 487.34 I I FG N 491.5 I FIREPLACE FS 487.04 3 - - L=82.00' TOG 486.37 co 1 I S s m ❑ FL / 23 12 13 m TO 485.10 ` aY° FJ 485.970 9- 8 - - -- L=136.00' �.i 22 FG S) 489.7 486.70 5=1.16% INV 483.82 p N I INV 483.60 14 I 9 FF 485.38 ❑ TOG 12 TF 9.8.33 I _ ° S 487.09 13 INV 484649 5-1.0 % Hp �_-- TRW 489.0 TCI 485.12 I I I "� 15 _--<---- 45' TOG 486.15 486.98 .F HP{-- --�-�- FG 40'.00 FL 484.63 - m 9 2.00%. FS 487.28 ,50% �.'.-,---�-- 0 f__ / \- 0 13 0%_ <- --� s I m �- FS 487.22 2 0� > FS 487.03 LAY E -'-E-- TF 4 5.30 TF 485.67 INV 484.55 FS E -- L- d' FS 486.9D . I \-�- 4o793e _ -- " 15--F---E-__-f"'-'-�--- - 486:8 ------ �� .. 0350% .. - - - -' 6.9 %_ TOG 85.15 1 i TOG 485.19 E FS a -------------- \- 493. a y . " 145.00' FL 485.95 _-.-�- 14 14 INV 483.69 - 1 00 \ '�`F 48'5„97 ----------- 17.23' INVv.483.65 I � -- 489.00 - - �- - - - TC 485.16 ------------------- ------- LP 0.5 %. o I 1 ---- TW 3. HP FGW487 30 -�_-�FL 1 484.66 TC 48,5.20 48 7 \ TF 486.33 0.50% .. FL 486.40 TC 485.76 1 I I FL 48 .74 18 -� _ . .. 9. TW 492.70 HP. ` a FL 484.67 I 1 SIDE YARD 15 F 485.37 1 I 4 - EASEMENT D=0.3 TOG 486.90 ;4 TC 4811.21 / I 15 13 TW 492.70 x TW 492.70 9 p 12 L-.00' I I FL 48 .76 FL 487.00 INV 485.40 I ^, TF 485.37 15 / U TOG 486.15 S=1.17% m C HP Q 13 INV 484:55 x,rn o N I I 11 FL 484.77 / . M 2. 5 I/ PO N j O FL 487.00 To 1.00% HIP I TCT(484.79) 11 I I 1 J 1E °0% Fs aei sa PE IFF 448793 1 FL 484.71 I I 7 1 TC 485.22 I I 2$ 5 o �^� FF 487.37 LOT 15 FL 484.73 �p rn 1 17 TC 485.22 g� �� FF 487.97 S 487.64 Io TW 492.70 N FS 487.04 PLAN 4B(R) ° 3 M TW 492.50 FL 486.40 FF 487.37 FS ❑ 1 I I I `� .7 % FS 487.11 - rn 1-6.5 � -' _ FL 484.73 � FS 487.64. I I HP FF 487.37 7. %� I I 2% FF 487.97 I w _ 45.11' 2% FS 487.04 PE 486.7 I I S 487.27 IN 8 _-I FS 487.64 FF 487.37 1 s 2 6 i I FIL 4 .79 ❑ m 8 "� - - - - - - - 487.38 1 FS �- 486.98 1.00% > 21.88' FS 487.04 rn 7. 07 3 w / n I I _ - - FS I 485.00 IFS g r�'�- TCI 485.20 TC 48 .24 / r. -1 m1 r 487.58 8 INS 8 8 ao. ❑ I. -` 1 I FL 48 .77 �- FS I I I ? FL 484.72 TW 497.67 TIN 492.50 '0 - - - - - m, 485.90 700 OD fS "48 96.43 F%FS I 'n . a 6.,5'a I I I I _ U ➢ 22 FG(N) 491.4 OPTIONAL FF 487.37 FS 48 3 2� FS 486 33 486.14 W )44897 486.98 INV' 483.66 1 m `m` �' - \ FG(S) 489.7 TO 5.00 I 1 FIREPLACE FS. 487.04 L=80.00' - - - - L�JFS 14 cv I I I 12 FS - - -- o - �] FS 486.20 I � 10' w 1 S 487.35 � 484.96 m _ . o L=153 00 484 60 INS I TF 48833 - - - - - - - 15 - CI 485.16 I -b3.10% 4 .2 - 12 INS 484.63 EXISTING WALL. I I ��"` 5=1.11% 1 I p•U.E. .� �5=1.17% -_-� e---- TRW 489.00 cn0_50-y_.-%F-- N484.69 o a E` -i - - �\ INS _E---4__�----�-- FG 487.30 �- S 486.891 15- ----- --- ---- 0•`%-= - FL 486.40 -� N 10' 1 s l FS 487.01 \ \ - �,50% .30 TF 5. TF 486.33 ih 15 0.50% .. _-E"---`•'-' - 11 HP - - - I-_-------------------� .. 0, T G� 48.2 T 85. .. -> -� FS 6.98 TW 492.70 9 \ P.U.E. 1 14 INV 483.61 _ 4 - E ---a' - w a . - - .. 12 V 466 j I TO 485.11 -- 6- �'" o TOG 486.15 TF 485.3 \ ' I FL 4i .63 9 F 493.3 16 rT1-I TW 493.30 HP a t31NV 484.55 149.87 9 � \ I 11 11 TC 4 5.09 � F 4 0 I4' SIDE YARD H=6 EASEMENT LOT 49 AII TW 492.50 LOT 16 I i II PE 487.1 TW 492.70 PE 486.7 I i 'I TF 485.5.37 Q _ CONSTRUCTION NOTES STORM DRAIN Ot SAWCUT EXISTING AC PAVEMENT OR PCC. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 13. 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-TITE JOINTS. ALL QAOFUS/% CONCRETE SHALL BE 650 -CW -4000, O3 REMOVE EXISTING CURB AND GUTTER. 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 13. A W'F 9�� TYPE V CONCRETE. O CONSTRUCT 6" CURB AND GUTTER PER CITY OF 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 13. tVQ pts e0 y 4 LA QUINTA STD. DWG. NO. 201. 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 13. "� g4 9P y NOTE REGARDING GRADES, CONDig A I e r t �'O R-(`� OO CITY SOFUCT LA QUINTA STD. CONCRETERDWG ANO.P221. PER 16 CONSTRUCT STEM WALL. SEE STRUCTURAL ENGINEER'S PLAN FOR DETAILS. w C80375 m UNLESS OTHERWISE STATED: R ¢ � DIAL TOLL FREE 0' 10' 20' 30' 40'© 17 INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. CONSTRUCT STEPS AS SHOWN PER DETAIL E ON SHEET 13. Exp. 3-31-23 FINISHED GRADE AROUND BUILDINGS = PE 1_800-227-LVOO GRADE AT EXTENDED FOOTING PER DETAIL F ON SHEET 13. SEE LL Lo 7 CONSTRUCT 4" THICK P.C.C. DRIVEWAY. 18 ARCHITECT'S/STRUCTURAL ENGINEER'S PLAN FOR DETAILS. ��' C / V N EXISTING UTILITY CONFLICTS WALL PERMITS AT LEAST TWO DAYS SCALE 1 "=10' ® CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S © INSTALL 4" PVC (SDR -35) PIPE. GRADE TO DRAIN. qTF O CA1-\F�P� MESA Consulting, yright 2021 Inc. DRIIVEING WAY ANIDITIES IN SIDEWALKSO WILILTBE WITH RELOCATEDPROPOSED BY SAFETYSEPARATE DEPARTMENT FROM SHALL BEBUILDING REQUIRED PLAN FOR DETAILS. F BEFORE YOU DIG 9 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. © CONNECT TO RETAINING WALL DRAIN LINE. 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 N0. SAW r 7 MSA +CO S U LTI N) MARK ON C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM 80375 DRAWN BY OF s > PLANNING > CIVIL ENGINEERING > LAND SURVEYING AERIAL SURVEY SIGNATURE.r.�ig TRACT MAP NOS. 36537-1 AND -2 -THE SIGNATURE 34200 Bob Hope Drive, Rancho Mirage, CA 92270 SCOTT A. WIEBORG DATE SAW TOPAZ PRECISE GRADING AND PAVING PLAN OF R.C.E. 80375 BR N MCKINNEY, DATE 13 760.320.9811 msaconsultinginccom EXPIRES 03/31/1 y3 r-(-f-L/ CHECKED BY PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-1, LOTS 13-15 AND 50-52 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 1 . J. ORTEGA DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA LOT 15 0 I �-] I i L_�� . U ° TC 485.16 ----------D- s PE 486.8 Tw 492.70 I 1484.66 I I I I r - - - - - _ - JI 149.87 TF 485.37 I I I ° 485.15 14 I JI TW 492.50rTTWF4895 0 0 FL 486.10 $ % INV 83.65 1 sL _ I- D LOT50I I TW 497.67 a .. .. .. ..---�-�- --�- -�-�-� -�-�- -- --\> PE 487.3 TRW 491.67 \ TC 485.140.- FG(N) 491.4 U TOG 486.14 - - - - \ I 4 FL 484.68 I I _ _ _ _ - ( } TW 492.70 FL 486.40 (� -_ o _ FG S 489.7 II Q 15 INV 484:64 13 12 L=82..00' 15 9TF 485.37 HP 1 TC 485.17 I I I \ d _ _ - _ N TF 488.33 J 5=1.21% FL' 484.67 TC 5.09 \ IIWALL. �• ° `� TC 484.69 I I FL 484.63 \ 4' SIDE YARD D 100 m FL1484.61 I I TC 45.04 m� I \ EASEMENT n o� m 2 w 1 I I FL 4.61 10' - 125.00' 9 TF 493.30 5.97 \ J 1. � • 2 6 TC 4.64 P.U.E.--123.3'F 485.97 \\ LOT 16 °0 m FL 4134.56 y `r 49 90 I Fs 4a�.04 PLAN 4A(R) �� 3 I I I l - TW 493.30. 0. 0% 16 TF 485.97 �I p � FF 487.37 m vim o I J I 1 �! � L, FF 487.37 PE 486.7 1 ' 2 6 H=0.2' '12.0 ' FG 487.10 TW 492.50 HP 486.40 2% FS 487.04 l7 `,' % _ m I N --�- - JI TCi 484.56 3 C LOT 49 �,�.,. Hp 48 TF 485.67 I TW 491.90 486.98 1-5" I IFS 8 £ FF 487.37 FS 486.33 Z FLS 484.48 1 / 1 �' ,- co 1; 1; 00% FF 487.77 PLAN 2A _ - ( .r� / FS 487.44 -�-- ,, a .�r� :.. FS 487.04 � - y 4. TCi 484.97 � , I � / i d- r- _ - _: Q: 1.00% w� 1 w FF 487.77 T• 1s _j o I I _r -- - fF 487}37 ��o ° i_ FL�1484.47f / "i ao " i� - _ - - _ = I -� �.-. - .-_----. T d PE 487.1 w N a� C i 484.96 � TC 484.55 FL 484.47 I 1 I OPTIONAL _ o - D TC 484 9,3. TC a FF 487 37 �_� FS 485.95 - - _ I $ FL 484. - 'E - - �.F T FF 487.77 - TOG 486.62 o vi _ �4 FS 48 79 - - FS 486.32 D 7 FL 484.46 - 10 to �,- FS 487.44 V 485 o m a FIREPLACE FS 487.04 486:98 I FS 486.11 /J i I TC 485.90 ` `� 13 IN ow .6 za TW 492.70 - - - FS 486.3 ° - 2.66% FS 486.26 a TF 485.37 45.03' - - - H - n �.. - FS _ 1 / FL 4 4.45 4 ° GF 486,20 o w g 8 N� -------- - d FS 486.17 10 f'1 _ N� amaa TW 491.90 15 -� FS6.98 8 P.U.E._ _ / 14 �._. - FF 487.77. 1 - r-- -- - FS 48744 S 487.44 487.38FF 77 _ 0. 0% 4.4 % t I I FS 2� ..------�-�- -�--�-� - -� --�-� -� -�--�- jl #U 1483.36 FS 7.38 2% FS7.38 J TOG 486.14 L 84.00' FL 486.40 / ! I _ 2% 487.38 I� TW 492.70 13 12 0 11 ( _� _g1 FS 8 FF 487.77 TRW 489.00 INV 484.64 S=1.52% HP TF 485.37 9 15 FS 48528 g 8 I I I F 4$5 73 FS 487.44 TC ( 484.84 0 - - -_ I oa FG 487.10 _t-- - - - TF 485.37 / / m 0 ❑ _ N84.94 11.98' TW 492.70 118.24' c -- - - - - - TF 485.67 / / m 4. 5% F' .486. 4 -�7g nFS 487.38 2.00% Di 23 TW RW 491. / TC 4 4.80 m �` .° - aF 486.76. C-` FS 4$7.30 `I FS 487.23 ° FS 487.15 a 484.85 12 HI 486.80 INV n a S 9 FL 483.91 1l L=134.00' rn i FG N 490.9 - 25. 5=1.35% co FG S 489.0 TOG 4$4.81 5� TF 487.67 14 INV 4 .31 - -- -- -- -- - �- -- -- -- - 0,5\. TC 48 62 i ---- � I �.- ('\\ - - - - - - - - - FL 48 .30 6.79% 9 TW 493.10 8 --� "'."� ' G 487 10 1 V 41 `' - - - --�-- - \ I TF 485.77 F� � 11 1 \ �� \ 9 TW 493.20 � 0,50 °. . � TRW 489.00 \IJ ----- ------ TF 487.1 / -5.67 _ _ \ - TC 48 4 F 4 5 87 F _ FL 484.31 j 20.73' 78 SIDE YARD II - - - - - � - - - _ _ � - - - � -- - / EASEMENT 15 y O - \ FL 486.90 L71, . ---------- I '" \ 4 I FF 487.87 LOT 48 HP :: '--'tJ I I I - - - - - - - - - - - i / I \ \ \. } 2 6 Fs 487.54 00 FF 487PLAN 187 -J ---- J _ �' rr rr / \ I 1' o PE 487.2 13TOG 4ss.7z ---------_- LOT X / \ \ 13 3 !.. � I �. INV 485.22 N - - - - - - - - M IJ \ \ �-�/ \ -----I °0 FF 487.87 FF 487.87 Z I m I FS 487.54 FS 487.54 r _ _ _ FS 486.96 - - -`-- s I t- FL 48.48 , FS 487.14 N - -S= TC 484195 ❑. IN4 8 �� I I 2q, FS 487.84 -s- I / 8 V - 487.48 o II -_--_- -s- r- JIFL 4sagso r o y I I _------- - I I FS o s {-�J - s I I//�I J I a 1 J 00 �m J FS v m C14`6.68I� w 1�- I 487.48 FS 7.48 II II 8 IJ 9 I �- J I 1 m 0000 ° I I I I ---- 484.98 TW 492.70 15_ -1-S w ILL s I INV 10' O II 9 F 485.37 TOG, 484.98 fi D 484.2 I I - - - 0 22 TW 497.00 _ INV 83.48 �4 ° I 2.549 p F 487.14 _ D RW 491.0 I FL 486.10 \ �;,84% �_ I I _ - - - I J = 1 146.14' �--�-- TC 484.99 1 gJ I- Ja11 L 136.00' HL 486.90 --- 484 - - G 4 . _ _ d 12 484.39 a, IN_V 9\ �� 23 FC S) 489. 0y50i- f --�- E -{- E - - - \ 19 25 4 i` FL 484.531 I FS 486.7 486.91 g - - - - S=1.22% INV 15 L --------------1 a �� ITF 487.67 5 II \------ ----- E E- TRW 489.00 1 _4-_.-e'-'_-e---- 485.04 1 1 I I \- _. .. .. E-- .. TW 492.00 - 0.510 FL 484.54 TOG 4$5.06 15 FL 486.85 \ _------- '--- --- 93. I FG 487.10 .n .� .. ---a .. FL 486 40 I 4 -- ---- -- - '-� 0. 0%\ 9 HP o TCI 484.64 INV 4 3.56 {__ 6._�_.F-- - -'�' 1 00 86.7 \\ TF�4 07 TF 48567 L=78.00' I _ 50 TW 492.70 9 TOG 486.15 12 S=1.50% PROP DO PATH - FL 484.56 r FL 8690 4 2 0 1 IJ U 13 o� I FL 484.62 \ \ 5. �\ 0.5 % .. ti _ 3 II TF 485.37 15 INV 484.65 SEE LANDSCAPE ARCHITECT'S `�" 5 1 ' ITC 48.09 L 10' TF `4 5.8� \ TW 493.40 ° ¢ N 1 PLAN FOR DETAILS. (TYPICAL) Iv 7 2 6 I FL 484165 P.U.E. TF 486.07 , 3 x w I s -i' I 4 I SIDE YARD 18 FL 487.10 w z < I o 00 m TC 464.69 I 1 / wom 22.65' EASEMENT D=0.2' HP 10 o m z T� FL 484.61 TC 48.07 TOG 486.96 1 W g I II :ao9 LOT 17 I w TC 485.111 1 FL 484.62 PROP. DG PATH LOT 47 13 INV 485,46 a- m n 1 EXISTING WALL. T FF 48737 PLAN 3C(R) 1 FL 484.66 1 TC 4 4.77 `° SEE LANDSCAPE ARCHITECT'S PLAN 2B I Fs as7.o4 - j i FF 488.07 N FF 487.37 � 1 1 FL 4814.69 � / PLAN. FOR DETAILS. (TYPICAL) 485.61 4� 1 FF 487:37 PE 486.7 FF 487.37 FS 1 I , / I 1.00% PE 487.4 o? FS 487.04 FS 487.04 FS 486.27 I (1��_ I E� 1 FL 486.40 1 1 2% I I° 3.35 0 1 I m HP : 486.98 ° y 8 opo II I Ifs 8 : O FS 486.39 fS5.86 I I FF 488.071 0 0 0 of co r it FF .488.07 FF 488.07 o rn m 1 I = +' FS 487.74 FF 488.07 FS 487.74 FS 487.74 I �' 86 5 10' I 3 I FS 487.74 . o I I 486.98 8. 5%, 1 1 FF 488.07 :I z m 1 II n o I I FS a! P.U.E. I I I �a N- -- ° FS 487.74 o i� 1 I. 1, OOij C0 �3 �/ w ��q - - ._ 2% 485.26 w w I o FF 487.37 m 4 I 14 8 - ---- INV m a � I 1 °i ° F TOG 485.22 f � 1 �' ^� 487.48 1 II y� 1 I OPTIONAL' FS 487.04 L=82.00' fL 486.40 - °�' / - 485.23 i ao INV 483.12 TC 4$4.90 8 FS FIREPLACE 12 11 0 I I N S-1.13% HP - -� _ -�^ w 4 4.82 ° . 82 1 I- -- 487.48. 8 1 FL 487.N0 i " n 3.68% 1 TC 48 36 486. 1 Il �I 11.59' �2 --- J 10.16 GF c� - . rn 1 1 FL 48 F.86 I HP ,i. 22 TOG 486.15 13 486.98 _� - E - E- -F TF 4R.5 9 ATC FL 1 484.78 I r�FF 488.07 2% 487.48 1 1 rl�12S=145' INV 484.65 --�_-- 0 50% 15 - - - "- N 1 t- --� ^o �+ FS 487.74 FS 1 1 TW 492.90 \ ? ,q ! n4 3050% .. -� TF 48557 \ 0 <o m °a 8 145.13' .- - - - \ 1ITW 493.FLTRW 489.00 °4F 486.07 9. HP %---��- 1 15 87.68. Lj 4$7.45 -_�__ FG 487.10 li _-- -122-91'- - m - - F 4 -�TF 485.67 1 TW 492.90 1 TQG 4$ 42 ro - D 2-D ° FS 467.37 9 i TF 485.57 N 4f' 92r W I �1-i R, �- -- I� 9 LOT 18 1 II 1w as2.00 n PE 486.9 CONSTRUCTION NOTES STORM DRAIN O1 SAWCUT EXISTING AC PAVEMENT OR PCC. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 13. ALL SDR 35 PVC PIPE AND FITTINGS SHALL HAVE RING-TITE JOINTS. ALL O2 REMOVE EXISTING AC PAVEMENT. 1O INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. QPpr-ESS/ON CONCRETE SHALL BE 850 -CW -4000, O3 REMOVE EXISTING CURB AND GUTTER. 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 13. '4� TYPE V CONCRETE. O CONSTRUCT 6" CURB AND GUTTER PER CITY OF 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 13. tVQ ptS h• WIFBO Fy 4 LA QUINTA STD. DWG. NO. 201.41 NOTE �� D9 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 13. y NOTE REGARDING GRADES- I Alert CONSTRUCT CONCRETE DRIVEWAY APPROACH PER v' m UNLESS OTHERWISE STATED: OR 0 16 CONSTRUCT STEM WALL. SEE STRUCTURAL ENGINEER'S PLAN FOR DETAILS. LU C80375 m R ( CITY OF LA QUINTA STD. DWG. NO. 221. Exp. 3-31-23 DIAL TOLL FREE 0' 10' 20' 30' 40' ) INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. 0 CONSTRUCT STEPS AS SHOWN PER DETAIL E ON SHEET 13. FINISHED GRADE AROUND BUILDINGS = PE 1-800-227-2600 7 CONSTRUCT 4" THICK P.C.C. DRIVEWAY. 18 GRADE AT EXTENDED FOOTING PER DETAIL F ON SHEET 13. SEE C O ARCHITECT'S/STRUCTURAL ENGINEER'S PLAN FOR DETAILS. �' / V EXISTING UTILITY CONFLICTS WALL PERMITS CONSAT LEAST TWO DAYS SCALE 1"=10' O PLANTFFORTDETAILS.C. PAVING. SEE LANDSCAPE ARCHITECT'S 9T F CAS pQ� O CanCopysu9ting?Olnc. DRIVEEXISTING WAY ANIDTIES IN SIDEWALKS WILILTBE ITH RELOCAOEDSBD SAFETYTDEPARMMENTIT OM THE SHALL BEILRING AND EQUIRED 8 © INSTALL 4" PVC (SDR -35) PIPE. GRADE TO DRAIN. F O \F BEFORE YOU DIG 9 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. © CONNECT TO RETAINING WALL DRAIN LINE. 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 No. MSA L-�"ING MARK 80375 TRACT MAP NOS. 36537-1 AND -2 -THE SIGNATURE 8 SAW r r LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE �,� DRAWN BY - _ >PLANNING>CIVILENGINEERING>LANDSURVEYING AERIAL SURVEY `" Y 34200 Bob Hope Drive, Rancho Mirage, CA 92270 SCOTT A. WIEBORG DATE SAW BR AN MCKINNEY, P.E. pq�Z TOPAZ PRECISE GRADING AND PAVING PLAN OF 760.320.9811 msaconsultingin¢.com R.C.E. 80375 L(_S',21 CHECKED BY PUBLIC WORKS 13 DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-1, LOTS 16-17 AND 47-49 EXPIRES 03/31/41-L3 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 J. ORTEGA 1 DATE LDING OFFICIAL Y OF LA QUINTA DING & ZONING COMPLIANCE I FLORES DATE VING MANAGER OF LA QUINTA IuL L 1 i I i O I: LOT 17 I I 1 1; LOT 47 TW 492.90 �FL4 PE 487.4 3 9 PE 486.7 9 F 485.57 F7 71145.13' FL 486.30 15 tTt I- --1 14 w nlgl TW 492.90 - ` - INV 483.75 TF 485.57 0.50 !n _ �_ _ .80�TC 485.26 I I d o .. ...� .. .. .. -� .. ..-t--f-----F_-E---T'-E----E--F---F--'-�- -- \ 10' FLS 484.79 1 "� ° 45' P.U.E. TC 484.91 r ` - - - - - - - - - - - - _d U TW 492.90 FL 486.60 FL 484.83 I 1 -�� - - - - - - n \ TOG. 486.35 - 12 L-78.00' TF 485.57. HP z 6 Q INV 484.85 13 5-1.41 %. 12 9 • 15 PROP. DG PATH ° m v 00 SEE LANDSCAPE ARCHITECT'S 00 o� PLAN FOR DETAILS. (TYPICAL) o 1 - °. - - _ ❑ d 00 1 Iu1 p d D EXISTING WALL. r FF 487.57 2 21 I d D 4 d FL 486.60 FS 487.24 LOT 18 r' ,'� TC 485.00 1 PLAN 3B(R► FL 4a4sz HP o a N _ FF 487.57 FF 487.57 TC. 485.44 I FS 487.24 487.18 FL 484.94 1 t - d 1 1487.18 2% PE 486 9 FF 487.57 F �' TC 485.39 ! I IFS FS 487.24 FL (484.95)1 L Ii2_ 1 FS 486.50 485.88FS FS 486.64 ' 486.12 1 1 :;4 I - 3 - T 00 - - FS _ 8 4" 2 @ 7 OPTIONAL FF 487.57 - FIREPLACEFS 487.24 is v � �, � ... I = _ " c`!f- � o - r- -, a. J TOG 485.5z \ Q _ �`� ---�� 8 w�, J FS 6.59 I � _i INV 484.02 vo , mj - - - - FL 486.60 o TC 485.53 I "\� 15 13 TOG 486.35 487.18 11 Hp _�__ _.3.3% _�_ -.--�- FL 485.07 �i 0 509 INV 484.85 FS D,:%--E---E---<-----E-- - 492.94 TOG:485 54 t --'�- IF 485.57 9 15. INV ;48404 i,, ft1 TC1 485 55 ;; \AA g 145.00' - - FL .933_ FL'_ 485.08 - ' ------ _ - TC 485.58 O% 4 FLI 485.08U. - TW 493.10 15 a 0.50"..�..-a.. I17.51' TC 485.18 \I m WAY ------- -----` . - FL .486.80 FU. 485.10 -i r-' TF 485.77 as3.10 I r �`r ROYAL OAKS ---------------- N a 45' : 12 L 77.04' v f 1 _ ' i 1 �i i� 1 � I I I / - - - - - - - - - ` - -- 9 F 485.77 HP o f . i e �--I ' t} }4-- `� _ _ aa \ TOG 486.5513 S=1.31% I ' �- �� ~ ------ -----"�L q a INV 485.05 v e L ...L -y _! �i I �1 �- - j y I --- \\ coS- -s- -s- - - v _- To _ -s- - - -s- - -s- \ \ n A I!�a v a TC' 485.15 F_ j \ \ - s- - s - \ \ FF 487.77 LOT 19 LLQ' J FL;485.1r 4- - -s- FS 487.44 PLAN 4A(R) TC 4`5.5&-- , s ._�I s F,F 487.77 FL 485.06 ( I \ \ \ FL 486.80 N 17 HP 8 FF 487.77 PE 487.1 1 _6•• o rc , 4ss.5s Z 1 \ \ 2q, FS 487.44 FF 487.77 1 4 FL 485:06. Mo I 1487.38 FS 487.44 1.00% " IFS FF 487.77' -� EXISTING WALL. I I I FS 487.44 : a 0 - �" 486.25 TC. 485.50a i .- TRW 488.33 \ \ -� I I 0 FL 485.04 I I FG 487.40 \ \ I FS . 48 19 2.84% FS 486.1 -:::-_._-"- TF 486.33 - OPTIONAL FF 487.77 FS 487.44 fi 487.38 FS 487 13 : d�FS 486.71 ��J --- `;- - `---" �\ I FIREPLACE L=80.00' _ _ _ FS 486.56 I / t2 S=1.35% - - FS _. - - _ d TOG'485.47 I / IIII t n - IN - - - TW 497.10 X6.50 INV 483.97 14 It 1. 11 TF 486.07 .�� 1 1 FL 486.80 F 485.77 9 4.59% II - TC 485.47 / HP _�__�---`�'-- ' _ FL 484.99 I / 9 a' 23 TW 497.00 i 13 FS �__ cO E"'-- FL 15 TOG INV 483.944 14 I / w I FG N TRW 491.00 490 8 TOG 486.55 =---f-- 0. 0%_ 486.30 15 INV 485.05 -'-- TW 493.40 0.5__f ----f--'- 2 \'0%� " 3 -- 5.00' - - - \ x_32% _ TC 485.42 122.00 -�- _-4-- FG 489.0 489.0 / / 9 FL (484.97) F 486 07 A I TF 487.67 -� E--E'---E--- - -_ 485.420%-�_--3--"-"�__�- I 10' FL 484 97 TC 485.62 - FL 487.05 / _�___�_.----�- 485.14 _.e --'-E �- �- �� 15 INV 484.85 INV 0.50 ", " --> " 492.90 FL 486.60 TCI 485.02 FL 485 15 a. -_5....c19%>-----_ - FL 487.10 - - - - 13 485.1.7 ,�.°� - 9 HP '-r " FU 484.94 8 / �' HP 1 z L=155.00' F 485.57. II I TOG 485.62 �E- o _. S=1.00% I I INV TW 493.10 /> 12 L=79.00' 5' I INV 483.95 15 487.44 I"I I I 8 FS 487.74 f J 3" r TF 485.77 w 3 14 FS 487.12 P FF 488.07 0 45' U TOG 486.35 5=1.15% 2 21 - w N CA Q 13 INV 484.85 p IW o ^ 1 1 D 12 FS 7.50 III 487.68 I I 487.68 2'i 7 5 0 3 1.00% on 7 _ - 10 487.68 FS _ _ - - I FS - io o _ 15 I 0 D 6. 5" I I Nrn °' 0 -- _ FS _--_ I I N I 1 P.U.E 1.00% I G --- a ( o u a 2 6 I I I E- - I I 8 �� < ww3ari o LOT 20 1 •1 % 486.23 TC FLI484.95 } I I FS 486.62 A rn FF 488.07 I ao 5. 3'in �4 FF 487.57 - FS cn 0 FS 487.37 FF 488.07 FS 487.74 FL 487.10 T FS 487.24 PLAN 3C(R) 487.1a 18.89' 4 fC 485.36 I _ F- 486.53 FS 487.22 FS 487.74 HP FS FL I 4.8 s FL 486.60 o nr FF A.I..7 u TCI 485.33 TC 45.39 1 - 9 '� LOT 46 FF 487.57 PE 486.9 D FL 485.85 1 FL 48141.96 / PLAN IA(R) 13 TOG 487.00 i TRW 488.33 HP 8 FS 487.24 FS 487.24 `2% I. " �1 •gn I TC 48v,.98FG I� I I/ ,ri co FF 488.07 15 INV 485.50 i TF 486.33 'to- 1 1487.18 p �� -,-, FS 487.74 FF 488.07 , m I FL 484 0 '� c� FL 487.10 M I IFS s 0 47 " 10 I I / 7 PE 487.4 HP TW 497.00 1.00% P.U.E. 5 m �- 0.59%. .. RW 491.00 � I I 1.00% a I � %T26 1 Jr, � FG N 490.8 I EXISTING WALL. cn -� co - I C 4 I I ' D-0 3 LP TW 493.40 4 .4 TF 43 459.0 I I 4 " �- - TO 48 .26 2 6 r P TF 486.07 TF 487.67 FF 487.57 13 TOG 486.54.E IN 483.76 14 I I .� .,q OPTIONAL FS 457.24 L=81.00' INV 484.04 D 486.82 I I ` I FIREPLACE 1.2.5=1..35%I 3 1 46 p TF 86. FL 486.60 HP �- �y 492.90 TOI 485.24 9 TF 485.57_ _ FL 484.79 I I 21.37' ❑ i TC 48 .84 TOG 486.35 FS �-�-- � _ 15 131NV 484.55 �._..¢--"��- _ \\ I I II 11 TC 4876 / 4 F 5 SIDE YARD IIy 0%� 145.00' _ - _ _ I FL 484 73 I EASEMENT 9 I FL 48.70rn d. _ D c D d ❑ I i m Ii TC 4$,5.15 D d _ PO 4845 FL 48.71 I 'I 7.1 TW 492.70 F 0 ULOT 21 I I I I d ' T485.57Q PE 486.7 ° CONSTRUCTION NOTES 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 13. STORM DRAIN O1 SAWCUT EXISTING AC PAVEMENT OR PCC. 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. ALL SDR 35 PVC PIPE AND FITTINGS O2 REMOVE EXISTING AC PAVEMENT. 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 13. SHALL HAVE RING -TITS JOINTS. ALL O3 REMOVE EXISTING CURB AND GUTTER. 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 13. VVrESS/0,V CONCRETE SHALL BE 650 -CW -4000, 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 13. TYPE V CONCRETE. CCONSTRUCT 6" CURB AND GUTTER PER CITY OF O tvQ 010%A' W�FB0 Fy 4 LA QUINTA STD. DWG. NO. 201. 1� CONSTRUCT STEPS AS SHOWN PER DETAIL E ON SHEET 13. g Co 9p 9� NOTE REGARDING GRADES' Dig � A I e r tQ CONSTRUCT CONCRETE DRIVEWAY APPROACH PER GRADE AT EXTENDED FOOTING PER DETAIL F ON SHEET 13. SEE v m C80375 m UNLESS OTHERWISE STATED: '� O5 18 w CITY OF LA QUINTA STD. DWG. N0. 221. ARCHITECT'S/STRUCTURAL ENGINEER'S PLAN FOR DETAILS. s Exp. 3-31-23 w DIAL TOLL FREE 01 10' 20' 30' 40' © INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. QO CONSTRUCT 18"X18" CONCRETE BAND. FINISHED GRADE AROUND BUILDINGS = PE 1Q (� 77 CONSTRUCT 4" THICK P.C.C. DRIVEWAY. 21 INSTALL INTERLOCKING CONCRETE PAVEMENT SECTIONS PER CITY ��, C / �, ��R EXISTING UTILITY CONFLICTS WALL PERMITS -800-227-2600 0 OF LA QUINTA STD. DWG. NO. AT LEAST TWO DAYS SCALE 1"=10' ® CONSTRUCT 4"P.0PAVING. SEE LANDSCAPE ARCHITECT'S © INSTALL 4" PVC (SDR -35) PIPE. GRADE TO DRAIN. qTF OF CA0\ o MESA Con21 1 Ysuglting201nc. DRIIVEING W Y ANIDTIES IN SIDEWALKSO WILILTBE WITH REL CATTEDPROPOSED BY SAFETYSEPARATE DEPARTMENT OSHALLTHE BEBUILDING EQUIRED BEFORE YOU DIG 9 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT.2�3 CONNECT TO RETAINING WALL DRAIN LINE. 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 I MARK Q 80375 SAW 9 1 LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE ACoG� �� DRAWN BY TRACT MAP NOS. 36537-1 AND -2 - THE SIGNATURE > PLANNING > CIVIL ENGINEERING>LAND SURVEYING AERIAL SURVEY Y8 OF SCOTT A. WIEBORG DATE SAW B AN MCKINNEY, .E. DATE s4zoo Bob Hope Drive, I�ar,�ho Mirage, CA 9zz�o TOPAZ PRECISE GRADING AND PAVING PLAN 75o.3zosell msaconsultingina com R.C.E. 80375 L� _ S_ CHECKED BY PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-1, LOTS 18-20 AND 46 13 EXPIRES 03/31/-1 }.j 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. O EGA DATE CHERI FLORES DATE BUILDING OFFICIAL PLANNING MANAGER LOT 20 CITY OF LA QUINTA CIN OF LA QUINTA PE 486.9 TW 492.90 - TC 485.24 I i 1 I 1 145.00' TF 485.57 FLy 484.79 I y TW 492.90 - - - _ -• o TF 485.57 9 0.50 FL 486.10 36y TOG 4857 5 r ! PE 487 4 .. .. .. --� .. .. .. .. --�---<-._�_�- � % -F--- -�-- --�-- -- -- --- --- - -}- INV 483.75 14 4 k, '` LOT 46 SIDE YARD u! � � 4 TC 485.21 I I ( "�' �� 18 EASEMENT a I I - TW 493.40 TW 493.40 45' - FL 48.21 TF 486.07 TW 492.70 L 486.40 � TC 485.21 � � . � D-0.3' TF 486.07 TW 497.00 3 13 TOG 486.15 S=78.00' 15 TF 485.37 HP / FL 484.76 Q INV 484.65 12 ( I I I RW 491.00 5=1.15% � 0.7 % ' TC 484.82 4 .1 FG N 490.8 PROP. DG PATH SEE LANDSCAPE ARCHITECT'S J `O m FL 484.74 I I TC 4185.15 I F 5' \ \ g 4 .8 \ FG(S) 489.0 PLAN FOR DETAILS. (TYPICAL) rJ 2 6 I I FL 484.71 frl \ 5. 0' V TF 487.67 To / " 1 I 1 FS 487.1_ 0.5 % _�-�- - -{- 0.0% _ _�- 23 e 14 TOG 485.14 ----- - 5 486.21 ° FS 6.95 - a.FS 487.33 ° ---- - - _ TOG 486.32 o TRW 488.33 EXISTING WALL.p� 4, INV 3.64 - 2.00 o FL 4 6a 80-� L=153.00' I FF 457.37 - / 3 I 2.00% ; HP 12 _ INV 48=71''''4.57 C0 c� t 10' FG 487.10 FS 487.04 LOT 21 `�� Ld O / TC 484.79 I I - I 86.4687603 a'FS 487-411,'---- a _ 15 5-1.04% 484.84 484.87 o TF 485.67 FL 486.40 /FL 484.61 1 I I o' HP o N_ PLAN 3B(R) FF 487.371 TC 1454.10 1 1 £ a I - - - TW. 493.10 g N>�F:S - - - I I INV FL 486 80 I� rq 8 FS 487.04 FF 467.37 - 486.98 - I 1 I J b� 8 7.38 HP_ FL 484.60 TF 485.772% PE 486 7 FS 1 IFF 487:77 �n _ FF 487.37 4 TCI 485.07 r o 487.38 FS 487.44 486.98 FS 487.04 -c> FS 486. FL 484.59 1 I I FS FS d 2 3.0 %y, 485.73 FS 487 44 - - - - F87.38 2 38 �" =-�� # �I .c-�-7 I I FS 4 6.32 FS - _ - - - - - - - - - - - - PROPOSED WALL. _ � FF 487.77 pS � FF 487 77 MEW �^'`�,-� - FS 486.44 I I 1 TC 85.04 I I �N $ F$ 48744 - S SEE SIGNATURE WALL gyp.\,` _ _ _ SE 2 FOR m 485.95 I I FL 484 59 I GF 486.38:- °9"' 8 i PLANSPHA 15 I = _ (6 i FS g I- 11.89' o _ _ I - - - i N DETAILS. I I I OPTIONAL LFF 487 37 = - - 1 p0% 00 q,. �5g i p' {- TC 4$4.65 r - y ° v FF 487.777. a FS - 487.04 3 ' , P.U.E. 1 1. FL 4 4.57 ^Ir - 3=1.40% i = L-82.00' LL � � � ' r�.- �, 5-1.40% �.❑ � S 486.41 2 6 n�- I I _ ---- o IN I 13. TOG 486.15 8 y� 11 FL 486.40 m 4.40%-�,-�,_- INV ,483.50 14 •' 1 _ �' i N,- LOT 45 - \ 486.98 HP-.-�--� - T- -1 -,�; --�� - 5. FF 487 77 - - - = TOG 486.73 h i'V 484.65 FS _ p 4-� --� -'F=-- -'- -- -- g - N B( - - 13 i 0% .. -� ..-----F-"".� ".". g 15 i 3 1 - 7 I 1\ QO% FS 487 4� _ - INV 485.23 i TW 492.70 i TC 484.98 1 PLA 2 R) J _� TF 485.37 FLI 484.52 �... i = = FF 48].]7 145.00' -484.97 FL 485.80 .2t_ I INVs483.47 14, I �.' �_ ].1 - 15 - j _ , I - - - TRW 488.33 0� E--_�_{--- -- - I Tc, 4a4s7 i 3 PE 48 _ .�___�-- - - - - - � q I �.,�- PROP. DG PATH - - _ - FL 486.80 i Y� RN 492.70 77E�" Q.50% .. - .. - 3 - E ---F --�- =r FLI 484.50 I i r r = = 50% TF 485.67 _.�_-. - _ TC 48456 - + 1 .9 e , SEE LANDSCAPE ARCHITECT'S HP �- 0 4 .. -� .L 486.10 I TC! 485.00 I FL 484.48 I - r. TF 485.37 9 TW 492.40 HP -� - FL'+ 484.50 - LAM. FOR DETAILS. (TYPICAL) --` i 5 F 485.07 - , °p / I I TC 4'84.97 24.83' l \ - TRW 488.33 45' v - L=78 00' - m TC 484.56 FL 4 4.47 493 1 TOG 485.85 12 _ 1 I ` \ 3' FG 486.90 Q 13 INV 484.35 S-1.13% a FL 484.47 TC 4 4.89 ri \ \ ��\ \\ �F 85. 7 \ TF 8 7 TF 485.67 5 2 6 1 1 FL 484.45 / F 4 .6 W 92.0 \ ---_ 485.5 25.0 _ _ -�-�- 84 59 23 TW 497.00 TRW 491.00 �. I I 1 I I TC 4.57 P_ __.�__�--'�'- 0.50%_} TOG 486.32 13 •50% j NV , FG(N) 490 8 L=52.00' SIDE YARD NV 484.33 ( ) FL 4 4.41 -�_ - 12 EASEMENT TF 487.67 �o in 3 I i TOG 484.86 E--- -E---E - 22 c� 10' FG(S) 489.0 TC 484.49 14 - 0.50% S=1.08% IN 83.36- _ I0 ,� ' 1 FL 84.41 I SI _ I - P.U.E./ / - t 5 Q FS 48..FF 07 LOT 22 10.0. TC1 4 .87 I I 486.62 - - - - INV FL 486.10 PLAN MR) - r FL 484.40 I 1 I 4FS86.50 FS HP o N 486.68 485.21 FS 86.94 FF 487.07 FF 487.07 Fg 1 .89' FS I I 2:08% 87.00 I I I I M 8 2% FF 487.07 485.50 == 8 I I I I I Fs 464.74 PE 486.4 486.68 FS 486.74 2 je45% IIP FS4 .43 Fg' ° �. 487.18 487.18 487.18 2% FF 487.57. n I 1 FS 2 1 1 1 FS - - - - - - FS - - - - J I FS FS 487.24 10 EXISTING WALL. r .p 1.00% o I I 8 ., 0 -I I I i I °° �- I I N s i� N 11 00%j � 7 ,n I 1 TC 41.84:86 FS 6.12 5. 3 rn. 8 �`P 15 FL 4 FF 48757 fi FF 487.07 Ir - T I I 1 486.02 FS 486.85. FF 487.57 OPTIONAL ED 09 I / 1486.36 FS FS 487.24 FS 487.24 FIREPLACE FS 486.74 12 L=1.22% 13 TOG 485.95 I I I - - - FS. 486.94 I 15 5=1.22% INV 48 0 N I/ FS / o ,o n N - HP 486.60 _ FL 486.10 m - J r�1 TC 84.46 TRW 488.33 y J TO Al4,85 . EI - - - - U HP 01�� L 14 1 I- FL 4 4.38 4 y I FG 456.90 INV 4484. J TOG 485.85 486.68 ----E--- TW 492.40 --\---L --. I > � �f %o LOT 44 TOG 486.50 13 - 0.50% _�--E--- g 1---�---� TC 484.85 I I 2 6 • ,? 13 h, TF 485.67 INV 484.35 FS �---- TF 485.07 15 INV 485.00 t F ---E- -4- 484.83 141 C 1 rl J i�00% PLAN 7.57 TRW 489.00 145.00' FL ---- _ _ FF 48].5] i°4 FG 487.00 _ in\ 4 j INV '1 484. a PE 486.9 HP 486.60 0�% I o FF 487.57 � T� 449760 0• pq, __.�__-F--- - TCI 484.82 I I u3, FS 487.24 16 - --> S 91.00 H=0.1' FG(N) 4 490.8 0.50 0. - - --� - TW 492,50 HP TC, 484.82 1 I ` �n 11.1 4 .0 FG(S) 489.0 9 FL 484.39 FL 4.58 F 485.17 /., � / � � 8. TF 487.67 I FL 4 4.50 i - 4.0 2 15 I � < TCy484.49 I � TW 492.50 i' 8 L=77.00' cO 4--- TRW 491.67 TF 485.17 12.5=1.45% FL 1484.41 I I� TC 45.02 / 21-4 �. \ '"� \ 485. f1 23 TW 497.67 N 45' U 13 TOG 485.95 o � � 45 INV 484.45 -n FL 4.52 3. ` 0_ �-- rn 2 6 I I •p FG(N) 491.4 a I 1 { TC 85.01 / 4 -� ;INV n 10-1 FG(S) 489.7 1 C1 0.5 %_� - TOG 486.52 0 Cr' .� �! ni / ,.� FL 4 4.54 SIDE YARD INV 484.46 13 484 77 TF 468.33 3 I I � FS 487.10 _-a-- EASEMENT r�T r' \ I o fl TC 484 484.59 1 1 TC 85.04 FS 486.07------ 8 _ - -- ' FL 486.70 L=153.00' + INV Io FL 4$4.57 _ -- p 487 �3 15 12 I I �4 H -I- �' �� 2� FL 484.54 i 1 --- --- Fg 4 6.85 2.0p% 2� HP 5=1.05% FL 486.70 �.0 FF 487.17 I I 4,66% FS- 487.31 - ❑ I I F F 487.67 1 PROPOSED WALL. I FS 486.84 LOT 23 t7 Tc._ 484.04 I 1 TOG 485.02 F --p FS Q86• _ - _. - I I FS 487 3q i SEE SIGNATURE WAL EXISTING WALL. PLAN 4C(R) 1-6. FS 486.10 FL 484.54 14 INV 83.52 487.28 PLAN PHASE 2 FOR 1 - I I 487.28 2% FF 487.67 DETAILS. 11.91 TW- 493.00 487.28 ,q FF 487.17 FF 48 17 FS 485.60 1-- s FS 486.34 9 8 2`" I I - _ I a FS II M L -I- J FL 486.20 ❑ N FF 487.17 � � �� ~ TC, 4 � - TF 485.67 FS 487.28 - - - FS- - � FS 487.34 8 1 HP 8 FS 486.84 FS 486.84 1.00% � c -� - - - 1 456.76 PE 486.5 �-� 7. FL 484.52 I I , II I� - FS -� 15 FS C0 4 5.69 7 1 I FF 487.67 1 I FF 487.17 D .p '�` ,o �. I I FS 486.84 rn F I 11 I II I 1 JY� 10 I a 8 0 FS 486.23 r 4 .93 FS 487.34 1 ° 2.69% �g &86.13 2.9 FS 1 I f FF .487.17 486. 4 - I FF 487.67 TOG 486.63 i FS 486 p -� I .p 10 Q 1 I I o FF 487.67 FS 487.34 131NV 484.99 1 I I OPTIONAL FS FS 485.99 TO 484.97 GF 486.25 FS 487.34 FIREPLACE 12 L=80.00' FS6.7a - - - 8 INV�483.47 14 �J . p o - TOG 486.63 1 FS 486.84 yl _- - n S=1:23% - - - FL 486.20- - - TCI 484.96 I 1 TC 48 .96 ,r.... a 13INV 485.13 i TRW 489.00 _-..�=s.. - 15 FL 484.48 I I FL 484:50 M 1 _ LOT 43 15 FG 487.00 486.78 (�. %s- =-'"`�_ - Er� 1 1 FL 4P4.49 '° o FF 487:67 PLAN 2A(R) HP 486.70 1 TF 485.67 -' TOG 485.95 -" 13 INV 484.45 __� FSE-�"•`-�- 492.50 g I 1 1.00% FS 487.34 FF 467.67 .50%"j .. I 0 �O%� TF 485.17 A I I I 2 6 v� Co o 145.00' I I I �- PE 487.0 TW 447..7 f I � 16 TRW 491.67 r -"� 1 i' .A � FG N 491.4 H=0.2' `i1NFG 489 3. 0 g TF 488.33.7 493.20TC 44.50 j 1 II_ 1 I 1 FL 484.42 1 L TF 485.87 TV4'84.91 \ \ n 25.04' TF 485.17 485.1 � U 1I i I' FL 4$4.41 3 2 00 SIDE YARD Q TC48485 484 40 I TF 8 7 9 EASEMENT FL 4 LOT 24 I 1 PE 486.5 1 1 " 1D, LOT 42 PE 487.2 CONSTRUCTION NOTES 10 CONSTRUCT COMBINATION GARDEN/RETAINING WALL PER SEPARATE PERMIT. STORM DRAIN O1 SAWCUT EXISTING AC PAVEMENT OR PCC. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 13. ALL SDR 35 PVC PIPE AND FITTINGS O2 REMOVE EXISTING AC PAVEMENT.1Q 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 13. QVVFp w / 0* COPE VEG SHALL BE 650 -CW -4000, ®CONSTRUCT CURB AND GUTTER PER CITY OF LA QUINTA STD. DWG. N0. 201. 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 13. q� �Vo oyG y� NOTE REGARDING GRADES 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 13. Dig Alert CONSTRUCT CONCRETE DRIVEWAY APPROACH PERO a m 0 CIN OF LA QUINTA STD. DWG. N0. 221. 16 CONSTRUCT STEM WALL. SEE STRUCTURAL ENGINEER'S PLAN FOR DETAILS. w C80375 m UNLESS OTHERWISE STATED: 1 CONSTRUCT STEPS AS SHOWN PER DETAIL E ON SHEET 13. °C Exp. 3-31-23 DIAL TOLL FREE p' 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. 18 GRADE AT EXTENDED FOOTING PER DETAIL F ON SHEET 13. SEE N C v O ARCHITECT'S/STRUCTURAL ENGINEER'S PLAN FOR DETAILS. �x ! V 1 �' ` EXISTING UTILITY CONFLICTS WALL PERMITS $ PLAN FORCONSTRUCDETAILS. PAVING. SEE LANDSCAPE ARCHITECT'S INSTALL 4" PVC SDR -35 P 9T OF CAS -\COQ' MSA Cons ult ng, Inc. DRIVright 2021 EWAY AND ING TSIDEWALKS IES IN O WILL BE IRELOCATED SBY SAFETY T DEPARTMENTOSHALL BEILREQUIRED AT LEAST TWO DAYS SCALE 1"=10' © ( ) IPE. GRADE TO DRAIN. F BEFORE YOU DIG 9 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. © CONNECT TO RETAINING WALL DRAIN LINE. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. NO. 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 �160375 DRAWN BY 10 LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE ikG.c'/t" �✓,% TRACT MAP NOS. 36537-1 AND -2 - THE SIGNATURE OF > PLANNING > CIVIL ENGINEEe, CA 9 LAND SURVEYING AERIAL SURVEY TOPAZ PRECISE GRADING AND PAVING PLAN 34200 Bob Hope Drive, Rancho Mirage, CA 92270 SCOTT A. WIEBORG DATE sew - 760.320.9611 msaconsultingina.com R.C.E. 80375 4_5- � CHECKED BY PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-1, LOTS 21-23 AND 43-45 P.E. DATE 13 EXPIRES 03/31/�1•�3 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 0 0 3 N i - a a " " " a PPROVED FOR PERMITTING PLANNING &ZONING COMPLIANCE --46 I I LOT 23 � � I I I � I I 4:14(1/J�� PE 486.5 I rte- I - - - - - - - - - - - - - - - - Kit JA,- `17J2v24 145.00' L- -I TC 484.9FL 6 I I r - J.ORTEGA DATE CHERI FLORES DATE TW 492.50 13 TOG 485.95 , Cm] TOG 1484.93 t4I 16 0 _ BUILDING OFFICIAL PLANNING MANAGER INV 484.45 _--- °i \ INV 483.43 CITY OF LA QUINTA CITY OF LA QUINTA N TF 485.17 9 0. 0%" " �- . �. - � E----------- _ ° J �4 II --�' � "- --> "' \ 4 TC � 484.93 45' ? % TW 492.50 FL 486.20 I FL 484.46 3 I Q 15 12 S=1.29% 9 F 485.17 HP N ^ TC 485.54 FL 4841 I I I n PROP DG PATH u ui 2 6 I I E LOT 43 ci SEE LANDSCAPE ARCHITECT'S °� '^ N PLAN FOR DETAILS. (TYPICAL) m h 1 I I PE 487.0 EXISTING WALL. m 1 / f I 3 1.00%> a I I TC 484.45 16 o ; o ° 5 / 484.37 I j SIDE YARD H=0.2' TW 493.20 :A FF 487.17 LOT 24 C 484.86 I I I EASEMENT FS 486.84 I V 4 .36 TF 485.87 PLAN 3B(R) FL 486.20 ro 1 .9 TC 484.82 i I I ` T4ti 4 .2 FF 487:17 FF 487.17 48s.7a F 484.35 F 8 7 4. 0 �- TRW 489.00 0 10.00' HP I 8 �� FS 486.84 PE 486.5 FF 487.17 FS FS5.34 _' I I 9 TTVFJ 485.8 \ v �\ - g IN -� / - 23 TF 485.670 cO 486.78 FS 486.84 I 2 00� \\_ FS 485:97 I 0. O% _E- � " � '- -4-- rn TW 497.67 " __ TRW 491.67 I I � 2 � I . 3.36 � I 486.04 rn-``----E---- ➢ FS 486.19 FS N = i �---TOG 486.63 n FG(N) 491.4 8 485.60M / TC 4 4.81- - HP FL 486.90 _�-�- 0.507-->---�-'-� 13 J FG S) 489.7 0 15 I I m: / _ �----�'- INV 484.41 1 TF 488.33 ro�_ I FL 48 87 �__ / L=151.00' INV '�o 01 It :a3 I I OPTIONAL -� m 6.. / / 14 TOG 484.82 8 2% E- -ff- i 12 5=1.31% _ _ _ _ �.. 484.86. Ia, FF 487.17 1.00% _a---�- �-' '' I I Z -FIREPLACE FS 486.84 1s 10' INV 48 32 PROP. DG PATH / TW 493.20 9 O _ _ 15 o F 485.87 - - - - p - - FS 6.13 P.U.E. TOG 484.86 14 SLAN FORSDETLSRCHTYP CAL / 8 _�-- INV 483.36 (TYPICAL) I , PROPOSED WALL. 35.05' - - - - L-82 .00' 9 TW 492.50 =t--.->-^ {-.�`I µ--I- ' �� HP 48 I SEE SIGNATURE WALL N 486.78 12 S-1.33% TF 485.17 ---_�- rn 4.14% J T PLAN PHASE 2 FOR 6.90 TC i 484.87 TOG 485.95 FS ---�_- "" FL 486.20 o FL 484.39 8 I I roll _ --_ - I - DETAILS. INV 484.45-- HP 11 °'- TOGI 484.87 ' I� - \ 1 487.48 13 g �_-�_- E--^ 50% 50%� .. _ fL 486.00 \ 33� �,_ INV 1483.37 14 FS 486.76 I FS 486.88 - r 135.00' _ I FL 484.40 487.48 _ 87.24 1 1 487.48 1 FS - ----- z TC. 484.87 a - 2.37% S FS 1 1 I I 1 N r, TW 492.60TC,��484.48S 487.30 1 1 FS _ g �A v TF 485.27 f - Bi rn i _ �-- E- F-- �- FL 486:30 13.2. FL ,484.40 }"q ��n- 0. 0% -� " g TW 492.60 HP oo m '` i % 2 6 1.00% .-� 5� 9 �.".�.. TOG 486.04 TF_485.27 ' 13 - / 1 1 FS 486.31 t y` 5 FF 487.87- L ,.] INV 484.54 12 L=80.00' o a'. ' _ [ 3 - 5:9 °, FS 487.54 - - _ TRW 489.00 .e d- r` FS 486.19 FS 487.15 - _ - - - TOG 486.80 ` FG 487.20 S=1.46% '*� - - �-- ( -_ - - t3INV :485.30 TF 485.67 10.00' - 15 - p ., -= TC� 484.52 TC 4 4.96 4 FS 486.98 �' � � -- 15 1,0 �' �- FL 484.44 FL 48}.48TW ' LOT 42 FL 486.90 Do 45 \ a TO 484.96 TC 484.99 1 % M PLAN iB(R) u HP ".. - TRW4491667 FL 484.46 FL x84.49 �. FF 487.87 TC 48 .60 _ FF 487.87 FG N 491.4 1 489.7 FL 4852 1 1.DO% FS 487.54 PE 487.2 16 � 7 : TW 493.80 6.47 TF 4 .33 E-� TF 486.47 � - TF 488.33 4 TC, 484.97 I m H=0.6' m 23 TRW 489.00 �o 4 5.7 2 g SIDE YARD _ FG 487.80 486.88 S g.65 FL 484.48 1 I M. c� 485.41 :04 LOT 25 FS \,- a EASEMENT \ N o0 22 TF 486.33 FF 487.27 FS 486.94 PLAN MR) FF 487.27 ° v F5 q�i).61 � I � ,f/j _ \\ 15 0.501 -- FF 487.27 FS 486.941 15 %11 '� I, _ ` ' 3 , \- 85.43 FL 486.30 n� FF 487.27 PE 486.6 p ' 1 w ,/�-, INV 8 HP � 8 � � � \\\ HP 487:50 � EXISTING WALL. �, 1 1 486.88 8 1J TC 48 .78 1 -tea TOG 487.24 FF 488.47 �\ 00 FS 1.01 rn 1. O q" ' - FL 48 .70 21-2 3' 9% �- INV 484.82 13 FF 488.47 FS 488.14 22 I I 486.45 TO(� 485.10 co FS _ INV 483.60 14 TC 4 .21 TF 48 4 �_�� \ \ FS 488.14 488.08 \ g 04 FL 48 .73 L=151.00' FS 1 1 0 TC 485.14 r -'� ` D. %-�'"- 12 \ N 'w '� 1 I FF 487.27 12 L=84:00' - p 4862 rn - FL, 484.66 , tea_ !� S=1.42% \ �\ OPTIONAL" FS 48694 5=1.12%.: TO 43.52 '� r" ' 1` TOG 487.45 1 \ FIREPLACE TW 492.60 13 INV `1'5�-- r'. TO 485.1514 10' FL 487.50 -� 488.08 - 8 \ 15 9 = 486?O 11 INV 1483.65 Z E• \ HP �'- _91 FS 13 5 1 I ro F 485.27 FL _ _1_6%a 15 .E�- HP � �'= - cn TC 485.16 G ' P' - �-' FS AS � � � 1 U � / / INV 485.72 dq i 6.47 TC 484.80 '�- F 486.47 9 $ p3 .2 i 50% �; FL 484.72 T 485.28 --��' 15%�\ TRW 489.00 y �---' _ �� "2 FL 484.82 _ 488•- FG 487.80 13 TOG 486.04 X_--< _�--E'.�,I 493 6� FL 486.700 3- I 2 6 ,� \ I / a 2 3% eFs / / 488.08\\ \\ F58.08 TF 486.33 INV 484.54 -��- �l _cam•' O_�' �TF 4g5• HP 1 '<14 TO\485.29 145.00' \ 3 INV 83.79 \ FS \ 3 - " � FS �4�� \ TO 487.43 �� INV 485.93 \� TW 497.67 TQ 484.94 �'� "o q.8'I 5 8 2% \ \� /�N. 8 i FS 48814 15 TRW 491.67 5% 5' FG(N) 491.4 <� ^ \'A/� \ FL 487.50 0% -� -P FL 484.86 -� K FF 488:47 \ 5 FG(S) 489.7 TC 484.39 N' FS 488.14 FF 468.47 HP TF 488.33 TOG 486.44 13 12 L=79.00' 1 0 -' o f FL \484.89 / o% LOT 41 9 p��j0�.� "a INV 484.94 S=1.61% a / \ �a N ' FS 488.14 TW 494.20 t' l \� PLAN 2A(R) rF 4ss.87 " 1 % a '- Tc 485.3a \ \os FF 488.47 9 ow;T \ FL 484.91 \ �o yyy" FF 488.47 PE 487.8 16 15 S 1865 �� ` g� FS 488.14 H=0.4' \a �- 487.28 o TW 493.00 M TF 485.67 d Fg q8�- \ LOT 2 V FS 487 34 i 6 o \ \+� \ N FL\ 485.52 485.05 1 • 5% M ' , p0'/^ , -, I \ PLAN 3C(R) z% \ o -A� I , r �o FF 487.67 r P E' TOG 485.4504\\ I t, \o FS 487.34 PE 487'0 " 486.90 INV 4 1 �k � 1 „.48 0 SIDE YARD i I % FF 487.67 6 6q °' FL 485.01 2 6 o \ 5- EASEMENT Cn\� FL 486.70 8 2% FS 487.34 SOp g8A•2p N• \" 487.28 V qs, 0 1 \ \ \I EXISTING WALL. HP I FF 487.67 12 L=84.00' 13 \N�g6] 1 / � I \ FS OPTIONAL FS 487.34 S=1.18% HP \\ \ 3 \ \ LOT 40 I 1 FIREPLACE 15 a9� oo TC 48 t I \ \�- 9 g556� FL 48 22 / PE 488.2 STORM DRAIN I „ ALL SDR 35 PVC PIPE AND FITTINGS 11N 493.30 TC 48'5.74 /• a 23. 15 0 1 \ Lam, ,_'� 48728 0 TF 485.97\;\ \ \ FL 485124 �� SHALL HAVE RING-TITE JOINTS. ALL CONCRETE SHALL BE 650 -CW -4000, - TYPE V CONCRETE. TOG 486.44 - TC 85.73 I. 131NV 464.94 --�� 1g50� y° \ FL 4�a5.27 i �'C�. NOTE REGARDING GRADES \\ " r \ I % O UNLESS OTHERWISE STATED: ,\ - •.� \ X05. �' • \ \ \ \ \ Q FINISHED GRADE AROUND BUILDINGS = PE ` y WALL PERMITS SEPARATE PERMIT FROM THE BUILDING AND T 485.88 SAFETY DEPARTMENT SHALL BE REQUIRED 9 /\ FL 485.41 FOR ALL WALLS. EXISTING UTILITY CONFLICTS � e EXISTING UTILITIES IN CONFLICT WITH PROPOSED i / \ DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY ' \ AGENCY FORCES AT THE DEVELOPER'S EXPENSE. � \\ TW 493.30 LOT 27 ' z � � g TF 485.97 � PE 487.3 d CONSTRUCTION NOTES SAWCUT EXISTING AC PAVEMENT o �QAoFEss/oNq` O REMOVE EXISTING AC PAVEMENT. OR PCC. O OMTSONE B OCKAADTEFLOW INE PER DPETAIL APONMSHEET 13. i 0\ i �Q ptt A. W/FBo Fy w ' G 9 0 O3 REMOVE EXISTING CURB AND GUTTER. 12 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. Dig A I e r t VO �� g O m ® CONSTRUCT 6" CURB AND GUTTER PER CITY OF 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 13. Lu C80375 mx LA QUINTA STD. DWG. NO. 201. 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 13. Exp. 3-31-23 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER DIAL TOLL FREE 0' 10, 20' 30' 40' O CITY OF LA QUINTA STD. DWG. NO. 221. 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 13. 1-800-227'26001111111111111111111111111 d) C / y \ X ��Q ight 2021 ©INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. 16 CONSTRUCT STEM WALL. SEE STRUCTURAL ENGINEER'S PLAN FOR DETAILS. AT LEAST TWO DAYS SCALE 1"=10' TF 0 Cp'\FSP MESA Cons lting, Inc. 07 CONSTRUCT 4" THICK P.C.C. DRIVEWAY. ©INSTALL 4" PVC (SDR -35) PIPE. GRADE TO DRAIN. BEFORE YOU DIG All Rights Reserved 1(8) CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S © CONNECT TO RETAINING WALL DRAIN LINE. PI AN I7QP 1117 All CZ NO 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 REVISIONS APPROVED DATE MSA CONSULTING INC. MARK T.B.M. NO. 1 ELEV. 472.91 80375 TRACT MAP NOS. 36537-1 AND -2 -THE SIGNATURE 11 p Q �" saw PLOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM SIGNATURE /FGNfiF "L/j DRAWN BY PLANNING > CIVIL ENGINEERING 9 LAND SURVEYING AERIAL SURVEY SCOTT A. WIEBORG DATE SAW TOPAZ PRECISE GRADING AND PAVING PLANOF 7 7603P0.9811Bob HroseconSUltj gjpC,e Drive, Rancho r`aAgrenCA 92270 R.C.E. 80375 L/_S'_Z CHECKED BY BRYAN MCKINNEY, P.E. DATE 13 EXPIRES 03/31/4}13 / PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-1, LOTS 24-26 AND 41-42 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 145.00' TC 4 FL 4 493.30 - - - TOG 4 485.97 9 _ 0.50% 0,507 _- - �" FL 486.7- - INV 4E 10. 5% TW 493.30 - \ 4 TCI TOG 486.74 12 L=78.00' 9 F 485.97 FL 15 13 INV 485.24 5=1.59% L 487.00 HPTC 4 ra M FL 41 PROP. DG PATH `-ii u) TC � 4 T U SEE LANDSCAPE ARCHITECT'S t,1c6 r. FLfq; Q PLAN FOR DETAILS. (TYPICAL)a 'I,* 00 r , .o 1.00 a rn ISTING WALL. '� LOT 27 1 M f FIL 4 FL 487.00 'FF 487.97 PLAN 4B(R) 84 - TC HP FS 48764 FF 487.97 17 F� y ❑ 8 1 FF 487.97 PE 487.3 1-5.5" ra0TC IS 487.64 i 4 FL I. 2q, FF 487.97 487.58 FS. 487.64 7 ' 15 o I FS FF 487.97 8 1 TC h FS 487.64 - - - - 8 6? 486.48 FL OPTIONAL FF 487.97 g FS 48 3 "2� FS 486.93 ^1 L� �`TN FS 487.64 FIREPLACE - FS 486.79 486.73 T 12 L=81.00'487.5 ------ d S=1.117- FS .00 FS F 493.30 FL 11 U 3. 9 V!; - - _ T( / V IN 885.97 H= �--�- 45' 50% -� 487 487.58 15 - FL v ' 1FS 3 TOG 486.74 - - INV 485.2449 145.00' - l - - � 3.60 IVF 486.27 HP 13 -TOG 487.05 __-�� 5 iNV 0 - rn L-79 00 - , 9 15 p% - 12 S-1 51% BTW 493.60 TF 486.27 .__ T 487.88 ; LOT 28 FS fs 487.10 486.46 487:16 FS �o FF 488.27 PLAN MR) FF 488:27 �! F5 31 486.72 to FS 48794 FF 488.27 FS 48764 2�A a fl 487• PE 487.6 .3 F V FF 488.27 FS 487.94 o n FL 487.30 8 8 �n 4 HP 487.88 lFS wQ 487.24 , ,i1 EXISTING WALL. FSFF 1 FS 4887.94 12 .S_8212% FL 487.00 11�p0�% •4 OPTIONAL -- I -FIREPLACE 15 493.60 , Ao' w _ 94.00 ' ---- '0•,0; - TW 4 p 487.88 _ TF 486.66.6 FS TOG 487.05 ✓�:--�-- 9 " NV 485.55 TW 494.00 » , . 145 �0 TF 486. 45.01 .\ �5p%� .. �-•.�"" TW 494.00 y TF 486.50 LOT 29 (PE 488.0) � EXISTING WALL. ,1 �8 I aPPROVED FOR PERMITTING I 14 I a -- -- --- - - - - - - c 50 o -t 0 a 2 i - . J. ORTEGA o DATE 2 [CITY UILDING OFFICIAL 5 ( LOT 41 OF LA QUINTA I I PE 487.8 24 i p 16 l �" 16 494.20 SIDE YARD 69 I I EASEMENT H=0.4' TF 486.87 .19 C ] I ` ` \ \ N 5 FIG S) 489.7 I T 8 6 TF 488.33 1 IN 5. 4 0.50-�-� �� TRW 489.00 35.72 ' I I TW 494.20 \ f-'-� 10.18 FG 488.20 35.26 9 F 486.87 p' -� n v TF 487.00 NG & ZONING COMPLIANCE Lu y 7 28 Z FLORES DATE NG MANAGER F LA QUINTA PROP. DG PATH 1 �5 SEE LANDSCAPE p.5 35.84 ' ARCHITECT'S PLAN - 485.88 _ 4.34 14 FOR DETAILS. �- - 485.85 , (TYPICAL) INV o F85.37 TC 485.88 __ -- 12 L=152.00' - - 485.86 FL 485.41 7,48% -�- S=1.25% 84 36 14 (_--.�� _-E_- �--- / HP 487.90 8 I 1s-- 485.42 14 TO 485.90 I I ' - o. - � 488.48 �-- FS 488.54 HP 485.88 - 9 ' �% FF 488.87 FL 487.90 485.43 INV 484.40 rJ 485.51 487.88 g8.24 488.48 - - FS - I 487.76 FS FS a f 88.30 ' ' - FS- - 2 6 ( g 2� L FS o 8 _ �3 -m FF 488 87 - PUE m 7• FS TO 485.59 ' °^'- Y I � FF 488.87 w FL? 488.51 � ao i 5.95 � ITS 488.54 TC, 486.02 i r 487.30 o - NV 486.30 ) �-' 1 FS � ; S 488.15 - _ •. p5 FL,�4•;85.52�- � LOT 4O � - � FL 487.90 TC 485.99 TC 4$6.06 FS '- - s 0 TC 48 .68 r � °d FS 488.54 9 F 487.27 v -:I � 1.00% PE 488.2 1s 8�.27 H=0.4' SIDE YARD 2 6 1 EASEMENT486.30 INV FL 488.3( ter- HP _ TO 486.13 14 1 1 .29 } \ \.' \ ` 125'p 0) 5 �° ��-- 13 INV 48685.93 15 O FFF 489.2 S 488.9 INV 84.63 TC 486.81FL 48 .73 - T 485.15 ,G FL, 485.68 � TC 48 .23 / � �-� 6g � ` 48E L FL 4875 , FS 4g8' FL 488.30 L=153.00' FS Z q , HP 12 S=1.25% 2% AR RR FF 489.27 77 . afS 488.83 , 2.OZ °% e �- FS 488.94 486.27 g1 - I - - FL 485.79 2 8 FS 488• O _ _ , TC 486.30 FS b88 5 a - 488.88 ,� 488.88 - - ' TOG FL 48 g 3 .N a 4 F� 8 2� FS t 1 FS _. INV TOG�486.32 14 INV 484.82 FS 487 92 FF 489.27 1 \ �N8 FF 489.27 FS 488.94 ;e FS 488.94 FF 489.27 t3 ^I FS 488.94 FL 488.30 1 LOT 39 HP 15 B4 _ FF aaa27 PLAN MR) a87 • FF 489.27 TW 495.00 FS 488.94 PE 488.6 9 TF 487.67 TC 48 q L 16 TC 48 .48 FL 48 TC 4 6.14 FL 48 06 - TOG 488.42 2 6 , 7 3 1 p - 50% 4' SIDE YAR EASEMENT d TC 486.23 2533' FL 488.70 FL 488.15 HP 12 L=183.00' \ 8 i TW 495.00 9 S=1.03% 1 ( FF 489.67 TC 48 .63 - -�-�/ TF 487.67 1% FL 488.17 -�-q, / q ( 1 489.28 � FS 489.34 TC 48 .66 _�' 489.28 ( FS FL 48 .19 15 , 488.72 Q 89.04 . 1 FS 14 TO 486.67 488.60 FS a .2,14% FS 89 10 - 1 489.28 14 8 �e INV 485.17 FS S `( FF 489.67 �. �a�' FS 489.34 Js� t POE' �A a '3 w 11 , 8 FF 489.67 t 488.23, ° FS 489.34 FS 00 3 rn. 488.13 o LOT 38 FS FS 488.97 - FS 488.82 PLAN 1A(R) TC 4 .81 4 FF 489.67 FL 48 .32 1to PE 489.0TOG NG 487. TC 486.8306 FL 48 .33 '� v, `t , -� 1 O% FF 489.67 HLP. 488.70 W C 486.44 �j w FS 489.34 9 TW 495.00 0. FL 48Q.36 7 •� F 487.67 2 6 i 125.Op' EXISTING WAS 1 TW 495.50 3 % - TF 488.00 LOT 37 TF 487.00 RW 492.33 FGN 492.2 FG�S3 490.3 TF 489.00 TRW 489.67 FG 488.60 TF 487.00 PROPOSED WALL. SEE SIGNATURE WAL PLAN PHASE 2 FOR DETAILS. 8 � n Ln � o TC 48 .59 y 21.92 488.78 (PE 489.3) I 88.25 36.57 FL 488.6, I 7 fS FS 488 8 , I CONSTRUCTION NOTES 1 fS 4$8.82 8.2 3 48 TRW 489.67 FG 488.60 TC 4817.02 TF 487.00 O �. 10 CONSTRUCT COMBINATION GARDEN/RETAINING WALL PER SEPARATE TW 498.33 RW 492.33 FG(N) 492. \ \ fG 487.70 STORM DRAIN FG(S) 490. TF 489.00 REMOVE EXISTING AC PAVEMENT. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 13. .<�' ➢ TRW 489.67 486.35 -1 FG 489.00 INV U TF 487.67 O3 I 12 AQ9 70 1O FG(N) 492.2 FG(S) 490.3 TF 489.00 TC 48 .59 y 21.92 488.78 (PE 489.3) FL 488.6, 7 fS FS 488 8 , CONSTRUCTION NOTES 1 fS 4$8.82 TC 4817.02 O SAWCUT EXISTING AC PAVEMENT OR PCC. 10 CONSTRUCT COMBINATION GARDEN/RETAINING WALL PER SEPARATE PERMIT. FL 48.53 m fG 487.70 STORM DRAIN O REMOVE EXISTING AC PAVEMENT. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 13. , TC 487.03 -1 ALL SDR 35 PVC PIPE AND FITTINGS O3 REMOVE EXISTING CURB AND GUTTER. 12 INSTALL 4" PVC (SDR 35) PIPE AT 1% MIN SLOPE.FL 48 .56 , SHALL HAVE RING -TITS JOINTS. ALL t. L CONCTE SHALL BE 850 -CW -4000, O4 CONSTRUCT 6" CURB AND GUTTER PER CITY OF 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 13. �QPOFESS/ONgI TYPE V CONCRETE. LA QUINTA STD. DWG. NO. 201. 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 13. Q tt h- W/leaF O 00 /G 1 D I g Alert _ O �/ CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO.221. 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 13.% CO Cb 9p i NOTE REGARDING GRADES' O R� © INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. 16 CONSTRUCT STEM WALL. SEE STRUCTURAL ENGINEER'S PLAN FOR DETAILS. Lu C80375 m � UNLESS OTHERWISE STATED: ¢ Exp. 3-31-23 DIAL TOLL FREE 0' 10' 20' 30' 40' O CONSTRUCT 4" THICK P.C.C. DRIVEWAY. 1� CONSTRUCT STEPS AS SHOWN PER DETAIL E ON SHEET 13. FINISHED GRADE AROUND BUILDINGS = PE 1-800-227-2600 ® CONSTRUCT ON TRU PAVING. SEE LANDSCAPE ARCHITECT'S ��9p C / y 1 \' EXISTING UTILITY CONFLICTS WALL PERMITS EXISTING PLAp DETAILS. F © Co Copyright 2021 EXISTING UTILITIES IN CONFLICT WITH PROPOSED SEPARATE PERMIT FROM THE BUILDING AND AT LEAST TWO DAYS SCALE 1"=10' O9 CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. OF CA0 MSA Consulting, Inc. DRIVEWAY AND SIDEWALKS WILL BE RELOCATED BY SAFETY DEPARTMENT SHALL BE REQUIRED BEFORE YOU DIG All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE. FOR ALL WALLS. N0. 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 CONSULT�NC I ¢b � �' MARK 80375 SAW r 12 LOCATION C -NAIL IN ACP NEAR WEST PROPERTY LINE PROD FROM �J SIGNATURE DRAWN BY TRACT MAP NOS. 36537-1 AND -2 - THE SIGNATURE > PLANNING > CIVIL ENGINEERING> LAND SURVEYING 34200 Bob Hope Drive, Rancho AERIAL SURVEY SCOTT A. WIEBORG DATE BCW - `� f TOPAZ PRECISE GRADING AND PAVING PLAN Mirage, CA 92270 760.320.9811 msaconsultinginccom R.C.E. 80375 EXPIRES 03/31/14;3 CHECKED BY BR AN MCKINNEY, .E. DATE PUBLIC WORKS DIRECTOR/CIN ENGINEER TRACT MAP NO. 36537-1, LOTS 27-28 AND 38-40 j 3 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 P \ \ J. ORTEGA DATE CHERI FLORES DATE PROP. DG PATH\ LANDSCAPE ARCHITECTS .63 TW 499.00 \ BUILDING OFFICIAL LA / \ NNING MANAGERC '496ITY OF LA QUINTA CITY OF LA QUINTA L PLAN FOR DETAIL 9 FG 489.30 FG , TRW 493.00 \ > 3 TF 488.63 FG E) (493.00 \ \ T0� 487672 TF �..(..�..�..�..�..�..�..�.. �..�..�..�..�.. �..�.. FG W) (491.00 14 �' TF (489.67) INV 486.06EEIIIIIIEEEM PH TCI 487.71 - - - 115.00' FL 487.24 --E-- F--�--� 7 -- ------ - --}---�-50% -� --> - - - - 0.50 -�- F-- -� - s-.-�--- TC 87.70 0.503, FL 4'87.21 487.20 `\ TC 487.23 M m o 15 13 TOG 488.84 L=126.00' FL 489.00 INV INV 486.72 12 HP o 487.32 FL 7.15 .8 g rn m 5=1.00% \. INV \ 7. Q 1 L w _ TW 499.00 LOT 60 TRW 493.00 9 PLAN 2A 13 TOG 488.84 w FG E) (493.00 1.00% INV 487.34 FG W) (491.00 y �- FF 489.97 TF (489.67) PE 489.3 1 s FF 489.97 ~ 4 3 FS 489.64 FF 489.97 FF 489.97 Q TC 86.98 >- j FS 489.64 FS 489.64a 14' EX. WALL. FL 4 6.90 / oa 00 GF 489 05 b� 8 TC (487.30 N d- � . 8 w o FL 486.86 -� FF 489.97 - - - - �� FS 489.64 - - - - - - - - - - -4gg3g � FF 489.97 489.58 0 I v� �� 4 9. 8 489.58 FS 2% FS 489.64 FS s o ES 44889.58 T c _ FS FF 489.97 8 rn 8 L=88.00' FS 489.64 W TW 496.80 N 8D s� _ �53.4� 12 S=1.00% FL 489.00 D '- TF 489.80 L J ❑ FS ❑ FL 489.00 TOG 488.83 15 HP \ FG 1. TOG 487.14 HP 13 INV 48 8.8 4 00 14 FS 488.57 2.00% FS 489.58/1 9 INV'486.45 _ ___ __ __ .L/��._ 0.5 % - 0. 0% -FS 488.39 - - FS =189.51. FS. 489.38----�-�- - - - - - - - - - - TW 499.00 A c _ 130.00' TRW 493.00 ( 9 TW 495.30 TW 495.30 1 (-1 - TW 495.30 FG�W) ((493.00 ( FS 489.19 I - J J �' J 9 FG 488.90 FG 488.90 TF (489.67) TF 488.63 TF (488.30) 0 TF (488.30) 0 LOT 59 [I _, PE 488.9 - v R-` - 0' 10' 20' 30' 40' SCALE 1"=10' VARIES FINISHED 1 LOOK a: PAD ELEV 0.3' MIN N.T.S. P/L (oda-1 la7 dd MIN. I 1',I =A'Awn' 2' EX. GARDEN WALL EX. RETAINING WALL SIDE YARD - BLOCK WALL a: 8 INSTALL AND GROUT 6 FLWALL FOOTING PVC SCH. 40 PIPE SEE PLAN INTO 1/2 BLOCK OPENING. DETAIL A TYPICAL DRAIN THRU ,1 WALL DETAIL N.T.S. NDS 6" ROUND GRATE WITH STYRENE COLLAR IN NDS 6" ROUND GRATE TG ELEV POLISHED BRASS OR TG ELEV N SAND COLOR OR (SEE PLAN) 6" APPROVED EQUAL. (SEE PLAN) 6" APPROVED EQUAL. .59"'_0.5� 8 . 0.5%MIN.� MIN - •P a z 6" X 4" REDUCER 6" X 4" REDUCER -PIPE RISER 12 PIPE RISER PLASTIC ELBOW I PLASTIC ELBOW 4" X 90' PVC BEND 4" X 90' PVC BEND OR PLASTIC TEE OR PLASTIC TEE 411X4"X4" 4"X4"X 4" IN CONCRETE IN LANDSCAPING DETAIL B LANDSCAPE AREA DRAIN DETAIL 13 N.T.S. RIW I I 6" NDS NO. 40 ROUND GRATE W/ SPEE-D BASIN OR APPROVED EQUAL. (TG PER PLAN) INV z_ 3' MIN. M 0 3:1 MAX 3:1 NOTE- I VERTICAL DIFFERENTIAL) • , LANDSCAPE TO INCORPORATE SEE PLAN EROSION CONTROL MEASURES FOR ALL SWALES DETAIL D DRAINAGE SWALE 15 N.T.S. DETAIL ��\��\� N.T.S. T FF PER GRADING PLAl' Nz ZL a Dao 4 U Z NI -F0 LL. UUP` 0�� _ ¢ V O wa W af a V) w 0 �.O NOTE: OUTSIDE FINISH OF EXTENDED FOOTING SHALL BE PLUMB AND SMOOTH NOTE: EXTERIOR STAIRS ALL TREADS ARE TO HAVE CONTRASTING STRIPES PER C.B.C. 11B-504 T=TREAD WIDTH (11" MIN) DETAIL E STAIR DETAIL 17 N.T.S. PE (PER GRADING PLAN) C /LALE OF n EF DETAIL F EXTENDED FOOTING DETAIL 18 N.T.S. CONSTRUCTION NOTES O7 SAWCUT EXISTING AC PAVEMENT OR PCC. O2 REMOVE EXISTING AC PAVEMENT. O3 REMOVE EXISTING CURB AND GUTTER. ®CONSTRUCT 6" CURB AND GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201. OCONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. DWG. NO. 221. © INSTALL 3" AC PAVEMENT OVER 6" CRUSHED AGGREGATE BASE. O7 CONSTRUCT 4" THICK P.C.C. DRIVEWAY. ®CONSTRUCT 4" P.C.C. PAVING. SEE LANDSCAPE ARCHITECT'S PLAN FOR DETAILS. O CONSTRUCT 6' GARDEN WALL PER SEPARATE PERMIT. 10 CONSTRUCT COMBINATION GARDEN/RETAINING WALL PER SEPARATE PERMIT. 11 OMIT ONE BLOCK AT FLOWLINE PER DETAIL A ON SHEET 13. 0 INSTALL 4" PVC (SDR -35) PIPE AT 1% MIN SLOPE. 13 INSTALL LANDSCAPE AREA DRAIN PER DETAIL B ON SHEET 13. 14 INSTALL BUBBLER SYSTEM (SPEE-D BASIN) PER DETAIL C ON SHEET 13. 15 CONSTRUCT EARTHEN SWALE PER DETAIL D ON SHEET 13. Q CONSTRUCT STEPS AS SHOWN PER DETAIL E ON SHEET 13. GRADE AT EXTENDED FOOTING PER DETAIL F ON SHEET 13. SEE 18 ARCHITECT'S/STRUCTURAL ENGINEER'S PLAN FOR DETAILS. STORM DRAIN ALL SDR 35 PVC PIPE AND FITTINGS SHALL HAVE RING-TITE JOINTS. ALL - (PAD ELEVATIONS. EXCEED 1' VERTICAL DIFFERENTIAL) • , 0 - 3/8" TO 3/4" Q ({OFESS/O CONCRETE SHALL BE 850 -CW -4000, N.T.S. ��\��\� WASHED ROCK p• WWF / TYPE V CONCRETE. NOTE REGARDING WALL ELEVATIONS- 1'-s" \-GEOTEXTILE FABRIC DA`/�//�//�`��`/�`/� �Q� qS 0 69 NOTE REGARDING GRADES - A I e r t GARDEN WALL AND GARDEN WALL/RETAINING WALL m 9 HEIGHTS SHOWN RELATE TO ADJACENT LOTS AND ARE DETAIL C w C80375 m UNLESS OTHERWISE STATED: DIAL TOLL FREE SET AT SET TO 6HAVEOVE AT LEEASHIGHEST6" T. OFTOP OF COVER. THE(NGS TOP ARE OF BUBBLER SYSTEM (SPEE-D BASIN) 14 Cr Exp. 3-31-23 CONCRETE LANDINGS FINISHED GRADE AROUND BUILDINGS = PE N.T.S. 1-800-227-2600 WALL ELEVATIONS AND TOP OF FOOTING ELEVATIONS ON N.T.S. N�q Q+ / � � Q EXISTING UTILITY CONFLICTS WALL PERMITS THESE PLANS ARE NOT NECESSARILY IN BRICK V �� AT LEAST TWO INCREMENTS THEF BE AOR ST8" (BLOCK. ING TS IES IN CONFLICT I IT FM THE BUDNG AND SEPARAE TIMENTROSHALL SBY DAYS FIELD TO ACCOMMODATEVE6" T OF CA).\COQ MESA Copns lting, Inc. ELOCATEDTH DRIIVTEW Y AND SIDEWALKS WILL BE SAFETYT D PARED BEILRIEQUIRED BEFORE YOU DIG STRUCTURAL CALCULATIONS PROVIDED BY OTHERS. All Rights Reserved AGENCY FORCES AT THE DEVELOPER'S EXPENSE, FOR ALL WALLS. NO. 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 �`' ` A'r INC. COMSV LTI I VG, I I V C. MARK 80375 SAW � 13 > PLANNING > CIVIL ENGINEERING> LAND SURVEYING 34200 Bob Hope Drive, Rancho Mirage, CA 92270 LOCATION C -NAIL IN ACP NEAR AERIAL SURVEY WEST PROPERTY LINE PROD FROM SIGNATURE DRAWN BY SAW /, 7 �Z BR N MCKINNEY, E. DATE TRACT MAP NOS. 36537-1 AND TOPAZ PRECISE GRADING AND -2 - THE SIGNATURE PAVING PLAN OF 13 SCOTT A. WIEBORG R.C.E. 80375 DATE 760.320.9811 msaconsultinginc.com EXPIRES 03/31/�1�9j CHECKED BY PUBLIC WORKS DIRECTOR/CITY ENGINEER TRACT MAP NO. 36537-1, LOT 60 - SECTIONS 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