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RG2018-000151 ���l4w 1. ALL WORN SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PUNS OF THE CITY OF U QUINTAL AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA ANIMA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION. 2. R SHALL BE THE RESPONSIBKITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF U QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY CONK*" WITH ALL CURRENT !ENVIRONMENTAL REGULATIONS DURING THE LRE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. MOTIONAL STUDIES ANO/OR PERMITS MAY BE REWIRED. 3. R SHALL BE THE RESPONSIBRDY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHN THE STATE RIGHT OF WAY. 4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REWIRED BY THE CITY OF U QUNTA OR OTHER GOVERNING AGENCIES. 5. THE CONTRACTOR SHALL NOTIFY THE CRY PIBUC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS 6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN N AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORN. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTIUTIES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPUCEMDNT OR RELOCATION OF ALL REGULATORY, WARNING AND GOO: SIGNS. B. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SFW1 BE APPROVED BY THE CITY ENGINEER. 9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRICTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CML ENGINEER WITH AN R.C.E. NUMBER BELDW 33,966, OR A UCENSED ARID SURVEYOR, ONLY. 10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE WARE MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY WRING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 301H: MONDAY - FRIDAY 7:01) AM TO 5:30 PM SATURDAY 8:00 AM TO 5:00 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM SATURDAY 8:00 AM TO 5:00 PM WORK SIAL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEARING IS TO BE DONE M THE SATISFACTION OF THE CITY ENGINEER. 12 ALL CONSTRUCTION AREAS SMALL BE PROPERLY POSTED AND LIGHTED N CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE N THE PERFORMANCE OF WONT UPON HIGHWAYS. IN ORDER TO ELIMINATE ANY HAZARDS. 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ARES MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE EUMRATON SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REWIRED TO FILE A NOTICE OF NIFM (NOT) WITH THE WATER RESOURCES CONTROL BOARD (Sill PREPARE A STORM WATER POLLUTION PREVENTION PAIN (SWPPP) AND MONITORING PAN FOR THE SITE. THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM M CONTROL NON -PONT SOURCE POUARANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD. 14. THE CITY RETAINS THE RIGHT TO REWIRE PVN REVISIONS. AS NECESSM', SUBSEQUENT TO PUN APPROVAL, BUT PRIOR TO COMPIETTON OF THE IMPROVEMENTS SHOWN ON THESE PLANS, IF A14Y NEW STREET IMPROVEMENT HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY All THE IMMEDIATE VICINITY OF THE IMPROVEM94TS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED N THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT UNITED M DESIGN AND IYPNUVNENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 15. THESE PUNS ARE VAUD FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVA.. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING BUT NOT LIMITED M DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR O71ER JURISDICTIONS WITH AUTHORITY SUBSEQUENT M THE PLAN APPROVAL DATE �CIPDOU** 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERA$ SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE UTIUN PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTATED AND ACCEPTED. 2. A SEPARATE PERMIT IS REWIRED FOR ALL EXCAVATIONS WITHIN EXISTING ROADWAYS AND TRAVELWAYS. UNE CLOSURES AND DETOURS SHALL BE POSTED. DEUNFATED AND LIGHIED N CONFORMANCE WITH THE CALTRANS' 'MAN AL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER. 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MX DE4IXS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COA7E].A VALLEY VERSION (GREEN BOOK). NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IIIA -C2 -AR -4000 BASE COURSE (LOWER COURSES): II8-B3-AR-4000 THE WEARING COURSE SHALL BE A 0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REWIRED ASPHALT CONCRETE THICKNESS. 4. MIX DESIGN REQUIRED: SEVEN (7) DAYS PRIOR M COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHAWL SUBMIT FOR CITY APPROVAL A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARWERISDCS SUCH AS: AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VIA), AIR VOIDS, AND S -VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. TO ENSURE TIMELY APPROVAL, THE CONIRfLTOR/SUPPUER IS ENCOURAGED M REFER M U WINTAS DESIGN MIX APPROVAL CHECKLIST (FORM F082) TO ENSURE ALL REQUIRED LAR TESTS ARE PERFORMED, CERTIFIED, AND SUBMITTED FOR REVIEW. 5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES AND THE A.C. BASE COURSE, IF TRAFFIC INS DRIVEN ON R. THE TACK COAT SHALL BE SLOW SETTING AN1014IC EMULSIFIED ASPHALT TYPE'SS-11i CONFORMING M SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE UWID ASPHALT SHALL BE GRADE 60-70 AND APPUED AT THE RATE OF 0.1 GAI./1O. 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS AWL JON OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER CONSTRUCTION OPERATIONS REQUIRED M ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND E70511NG IMPROVEMENTS MAY INCLUDE SAWING CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANING, AS NEEDED. 7. ALL MANHOLES AND VALVE BOX FRAMES SKALL BE ADJUSTED TO FINAL GRADES MER PAVEMENT INSTALLATION IS COMPLETED. 8, THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS FOUM5:'S' FOR SEWER,'C FOR GAS, AND OE' FOR @UEC1MCAL POWER. UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REOUR39 MS OF THE CALIFORNN BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 17-05-220, PROJECT NO. 544-17122. DATED: JUNE 9, 2017 PREPARED BY: SUDDEN ENGINEERING TELEPHONE NO. (760) 863-0713 2 THE SOILS ENGINEER AND THE ENGINEERING (,'EULOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CML ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND COSMUC ION TO ENSURE COMPLIANCE WITH THE PUNS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW, 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. & AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED AS RECOMMENDED BY THE SOLS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER AS.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOLS REPORT. B. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2W. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL WES. THE MINIMUM SLOPE OF SWIlES SHALL BE 0.501 9. ALL FlUS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE CALIFORNIA BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. NL STREET SECTIONS ARE TENTATIVE THE MINIMUM SECTION IS PER SOL REPORT. ADDITIONAL SOL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING M DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTORS AFTER SUBMITTAL OF'R' VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORZDNTAL AND VEMEOL PLACEMEN TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING N REAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SMALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOLS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD O' OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED M VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. All UNDERGROUND FACILITIES, WITH LATERALS, ANLL BE IN PLACE AND INSPECTED PRIOR TO PAWING, INCLUDING BUT NOT UMTED TO THE FOLLOWING: SEWER, WATER, IDMIRC, GAGS AND DRAINAGE. 15. THE FINAL UTILITY UNE BACKFILL REPORT FROM THE PROJECT SOL ENGINEER SINAL INCLUDE AN APPROVAL STATEMENT THAT THE Ell IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT DGNTAMNATION OF SIORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENT THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETNTONATIFILTRATION FACILITIES, THE CONDUCTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SMALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REWIRM BY THE FUGITIVE DUST CONTROL. PUN APPROVED FOR THIS PROJECT. LEGEND/ABBREVIATION TC TOP OF CURB FG FINISHED GRADE FL FLONNE PE PAD ELEVATION TW TOP OF WALL TRW TOP OF RETAINING WALL 7 TOP OF FOOTING CB CATCH BASIN SO SRXN DRAIN _ TRACT BOUNDARY ---- RIGHT-OF-WAY - PAD UNIT LINE O4 FINISH GRADE CONTOUR f3 _rIr-r�r-rIr SLOPE i STREET SURFACE DIRECTION OF FLOW CFS CUBIC FEET PER SECOND 0 PEA( ROW (CFS) 0100 10D -YEAR STORM PFA( FLOW (CFS) 010 10 -YEAR STORM PEAK FLAW (CFS) 0 PEAK FLOW (CFS) ST STREET HP RIGH PONT TYP. TYPICAL MAX. MAXIMUM MN. MINIMUM FT. FEET NTS NOT TO SCALE R/W RICHT OF WAY S EMERGENCY OVERFLOW ROUTE C CUT ON CITY SM. PLAN NO. 200. DAYLIGHT LINE F_-- FILL eSECTION LETTER DESIGNATION 2 SHEET WHERE SECTION IS LOCATED PERIMETER SCREEN WALL PERIMETER SCREEN/RETAINING WALL In the City of La Quinta, County of Riverside, State of California Rou h Grading Tract No. 37359 he Centre at La Quinta BEING A PORTION OF THE W 1/2, OF THE NW 1/4 OF SECTION 35, T 6 S, R 7 E, S.B.B.&M. AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO EXCAVATION AND, IF PRACTIGU, THE AREA TO BE EXCAVATED SHALL BE DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GANG PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE FOR MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION CENTER. UNDERGROUND SERVICE ALERT 3030 SATURN STREET, SUITE 200 BREA, CA 92621 PHONE - 811 P.M. 28525-I II a II ' P.M.B. 193/85.87 II I P.M. 1PARCEL I P.M.B. 193/85-67 I I PARCEL 2 I P.M. 29525.1 �I P.M.N. 193/8697 II I I PARCH 3 II 11 I I II I II I II I II I I III I I 1 I II I II II oON II I I + �a Ulm 1141 I 1_ II Ili I I II Il I I I II I� I PJA 25-2 I PX0. �/72 75 I I PARCEL 1 CB NO. 12 010=0.9 CFS IIIAL 0100=2.0 ENS r WAY QIOO 7 CFS IF II I 11 I I II I I + I P.M. 296262 AIA. 194/72-7 LOT D 11 I ISL --- 11 I LIII 11 II II II II+II 11 I I II ASSESSOR'S PARCEL N0: S 600-340-048-1 UTLITES WATER, SEWER AND IRRIGATION: COACHELIA VALLEY WATER DISTRICT (760) 398-2651 ELECTRICT: IMPERIAL IRRIGATION DISTRICT (760) 398-5811 TELEPHONE: VERIZON (800) 483-5000 GAS: THE GAS COMPANY (800) 427-2200 CABLE: TIME WARNER (760) 340-1312 FLOOD ZONE DESIGNATM PROJECT SITE IS NOT LOCATED WITHIN ANY SPECIFIC FLOOD ZONE. . rS 9U BEARINGS HEREON ARE BASED ON THE CENRTRUNE OF ADAMS STREET AS SHOWN ON PARCEL MAP NO. 37193, ON FILE IN BOOK 243, PAGES 38 AND 39, OF PARCELS MAPS IN THE OFFICE OF THE COUNTY RECORDER, BEING NORTH 020'08" WEST. PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERLY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROTECT, EXCEPTING LABILITY ARISING FROM THE SOLE NEGUGENCE OF DESIGN PROFESSIONAL DESIGNED BY: DRAWN Ell CHECKED BY: QIOO=2.0 PJA 37193 P.M.B. 243/38-39 PARCEL 1 RETENTION BASIN . 11 11 11 11 II I P.M. 28625-1 ll P.M.B. 194/72.75 I_ PARCEL 1 II 1 A Q100w3.3 CFS 14 LINE C II it AVENTINE SUITE F Rp,DTEssNq APN 600-020-015 GOLF CENTER MASS EXCAVATION CONSTRUCTION NOTES QUANTITY ESTIMATE 01 I CONSTRUCT PERNENR/GMRDEH WALL, SEE DETAIL ON SHEET 2 BUILDING 740 LF NDEX MAP � r J (REDURIS SEPARATE POW CNSNUCT COMBINATION GARDEN WALL/RETAIINNG WALL, SFE DETAIL ON SHEET 2 863- 71� SCALE 1"=120' (REOUIRES SEPARATE BUILDING PBM) GRADING PLAN GARDEN WALL ON TOP OF RETAINING WAIL 1320 LF _ RETAINING WALL BELOW GAM WALL 1320 LF O3 CONSTRUCT RETAINING WALL, OFFSET M GAADDUCOMBNATION WALL, SEE DETAIL ON SHEET 2 (REQUIRES SEPARATE LONG PEWI) 80 OF O4 COMSTRIICT REom BASIN RETAINING WILL. SEE DETAIL ON SHEET 7, 1060 LF o* auF� (REQUIRES SEPARATE BUIONG PERMIT PLAN 05 CONSTW K MION BASIN PERIMEIER WAW, SEE DETAIL ON SHEET 7, 260 LF 6 (REQUIRES SEPARATE BUILDING PERMIT GRADING © Cl1NSIRUCT RETENTION BASIN ACCESS RAMP, SEE DETAIL ON SHEET 7, 340 SF SHEET REMOVE EXISTING CURB AND GIRTEt 220 LF 11 REMOVE EXISTING ASPHALT PAVEMENT 204 SF REMOVE EXISTING CONCRETE SIDEWALK 912 SF 1® REMOVE EXISTING CATCH BASBN 2 EA 14 REMOVE EXISTING STORM DRAIN 170 LF (SEE STORM DRAIN PUNS FOR TRACT NO. 37359 FOR SIGN DRAIN REPLACEMENT A11 CONCRETE SHAT BE IN ACCORDANCE WITH THE SPECIFICATIONS AS SHOWN ON CITY SM. PLAN NO. 200. PREPARE NDER THE DIRECTION OF: oRpOFESS/ !T„Y DATE: Iz/?A0Im M 0 R S E lF.fb4E%P.DATE12 31 22S C H u L T Z No. D52496m R.C.E. 52496 12-31-22 * APPROVED BY. PLANNERS ENGINEERS `Pt CJVIL .< DATE: /2 Q' CALYF jl�,F/y�! SCALE: SEE ABOVE B ESS NGS NNSS usl N URGE R00 ERY MCS' EXP. DATE 9/30/22 ABl1UT 22.5' SamWRLY Df THE S riT'V CNrlMcco Orr AGAIn DATE DEC. 9, 2020 FROM TK CLIFF BCUY ENLRNNCE. PLANNING & ZONING COMPLIANCE 61�f 1110 6ey PLANNING MANAGER CITY OF LA QUINTA \ VICNTY xB SOIL'S ENW EER CERTFICATE THE UNDERSIGNED SOIL'S ENGINEER CERTIFIES THAT HE HAS RECEIVED THIS GRADING PLAN AND FOUND IT TO BE IN SUBSTANTIAL COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT BY SLADDED ENGINEERING, REPORT NO. 17-05-220, PROJECT NO. 544-17122, DATED JUNE 9, 2017, AND UPDATE LETTER DATED AUG. 8, 2020. SLADDEN ENGINEERING PARKWAY, SUITE F Rp,DTEssNq 45090 GOLF CENTER MASS EXCAVATION Vo INDIO, CA 92201 SECTIONS AND DETAILS SHRINKAGE (15%-2577) USE 205 (760) 863- 71� 3 - ROUGH GRADING PLAN - SW QUADRANT SHEET 4 ROUGH GRADING PLAN rf BR EN DATE o* auF� CE NO. 45389, EXP. 9/30/22 OWNER / DEVELOPER SLF- Adams Street La Chita, LLC 2 PARK PLACE, SUITE 700 IRVINE, CA 92614 CONTACT: MICHAEL GREGG: 949-417-1396 SHEEP 1 _ COVER SHEET MASS EXCAVATION 46,772 SHEEP 2 SECTIONS AND DETAILS SHRINKAGE (15%-2577) USE 205 <9,354 SHEET 3 - ROUGH GRADING PLAN - SW QUADRANT SHEET 4 ROUGH GRADING PLAN - NW QUADRANT SHEET 5 ROUGH GRADING PLAN - NE QUADRANT SHEET 6 ROUGH GRADING PLAN - SE QUADRANT SHEET 7 ROUGH GRADING PLAN, RETENTION BASIN EARTHWORK QUANITTY ESTIMATE DISTURBED AREA =19.3 ACRES CUT FAIL MASS EXCAVATION 46,772 CY 27,795 CY SHRINKAGE (15%-2577) USE 205 <9,354 CY> 0 CY SUBSIDENCE (0.15') <3,084 CY> 0 CY OVER -EXCAVATION (3.5') 71,995 CY 71,995 CY SHRINKAGE (USE 155) <10,799 CY> 0 CY TOTAL 41865 Boarewmk Suite 218 Palm Desert, CA 92211 Voice: 760-674-5776 claim VNmrAHI FYWJ:uiPl .� 95,530 CY 99,790 CY =4,260 CY IMPORT WDID # 7 33C392041 IN THE CIN OF LA QUINTA, STATE OF CALIF TRACT NO. 37359 THE CENTRE COVER SHEET ROUGH GRADING A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.71 FOR: SLF-ADAMS LA OUINTA. LLC MIA O 1 2 SHT. _ - p OFJ! SHTS. O S.B.M. � W.O. NO: 00\RG\RG-01 12/9/20 P&Iv1r-000I ATE 1 3T F/®BW IR B>B6f UE - ,,,, fi x) 17 1B' HP- HP- _ lE YIND. IC 7MM WIN A 1V WI TWIM Il�lTi!I�!,1 I PAD EL. PAD EL. PAD EL. (7YPIC/IL) PEER WALL OR I -0.3' -0.3' -0.3' INTERIOR WALL, SEE SIZE CION, z 0.55 MIN.k - .. 0.55 MIN. 55 MIN. 0.5% MIN. 0.55 MN. i $ mmm .. a --Z�f nasass�>esze�a�. �--- i 3l ILMI 1 PLAN 1 PLAN WOIIWI WILE WNW o �� 2 PLAN 3 • PLAN 4 PAD EL. � • • U �_� INTERIOR STREET - 3T EASBADI T -0.3'REAR YAM IES a FROM 5.0" =1OR _--� I 1 I I 1 _______ • WATEWALL YMD a �� NIEIEOR UNITS TO LR TO PAD EL 70' 1 -0.3 20.0' FOR PERIMETER IWWIS. z MN.0INN.31co 0.55MN. -O.SS MMI. PAD EL. F1 :.. i 0.55 ANN. ___ PAD 0.. BWBDW 11E 78 �W ITE 0.3' ` -n v i w INMN1 173 1!i _ ! IN -0.3' Is MIN. I _' • 0;3 I • • pLl1N 25 25' 1 ' II ! 4 • 12.5' 12.5' . 2x ;vvv i wMx K 12 PLAN 3KA��� C1RB k ER � Y o 0BUILDING SETBACK UNE FOR "'1I25' - PETWAE'IER O.SS MIN. j 12' 12' U -0.3' EL -0.3' O.SS MN. ARD E� - 10'an (Antis Sr.) (sEE uNos wE Pl w) (SEE CO Y) Sams — 10' I PIWM1 Y�M,,•D', I FF r lvp. 7 TO. mm SAIET VB 7S 7D' YAW 17B 17.8 MIR TYPICAL 6 PAC SITE LAYOUT d PRECISE GRADING X10 (UNITS 69 THROUGH 131) "� �`--_-__�" TYPICAL 4 PAC SITE LAYOUT 8 PRECISE GRADING SCALE: 1'-m (UMTS 1 THROUGH 68) •-.aGTES UNIT ENTRY NOI WI AWE IMw71r SORE: Iomm COURTYARD DRIVEWAY •-INDICATES UNIT OW rm sm t 36 MN. TUB" STEEL FMING, e PLAN) TW OR ECM, SEE LANDSCAPE ARCH. } PLAN FOR DETAILS. (SEE PLAN) It ITEF'x1C SLUMP CONCRETE z f BLOCK WALL, SEE IMNISOWE (SEE PLCO SEE PLCO ARCHITECTS PLCO FOR DETAILS. FINISH SURFACE 1 tl'xCx1E SLUMP CONCRETE 1 r SEE RAN BLOC( WW, SEE LANDSCAPE t ARCHITECTS PUN FOR DETAILS. 1 B'xBrx1A' SLUMP CONCRETE BLOCK WALL, SEE LANDSCAPE J l j ARCHITECTS PUN FOR DETAILS. + IF r(—SERK—M) r W11. INSTALL AT 108 NRERVNS OR AT EVERT m 11 WSIIISTAIRIM SUB -DRAIN W&F TO BE PER PLAN ENCH LOT RINE, EACH SUE (2 PER LOT) r DN I SEE PLAT s� I NSPUID PER WMFACRMES RECOM1100M WITHIN { p OF SCR 35 PERFORATED PPE W/1fxltx6 DEEP f fI SCIF A MINIM2OF Eo (MN) OF 3/r GRAVEL WRAPPED W/MNAT 1f WATEIIPROOF COMPLETE 2r MN. 1r MN. PAD PER PIAN 14ON FILTER FABRIC, CAP END OF PIPE. i t BOM OF RETAINING WILL, FROM TOP aF Twr ro TOP a eDCR BENCH FOOTING WITH TUF-N p1 OR PAD PER PLCO I SEE PLCO) - '. 2r MN. SEE PLCO ORANISTAR SUB -DRAIN ro BE AFTROWD E01M1. INSTALLED PER MWUFACIURES F ;y BENCN RECOMMENDATION WITHIN 2' OF '=' I DRMNSTAR SUB -DRAIN ro BE (SEE PLCO) 3\ SURFACE WITH A MITRAN OF A (SEE PLAN):. PAD PER PIAN NSTAl1ID PER MAWIFACIIIRES -- n 1f WATERPROOF COMPLETE RECOMMENDATION CONN T OF - at SMILE, .` . B CKSUE OF RETAINING WALL, 1uj al SURFACE WITH A MINIMUM OF SEE PLCO ^ s 2r MIN '' PER PL FROM TOP OF WALL TO TOP OF :: ;.. H 1f WATERPROOF COMPETE PAD PER PLAN BENCH i- FOOTING WITH TUF-N-DRI OR _�t N SEE PLAN _ BACKSIDE OF REGAINING MALL, • SEE PLCO WPRM EOLML 59k3�'Lu FROM TOP OF WALL TO TOP OF FOOTING WIN TIF -N -DRI OR INSTALL AT 100' NIERVAIS OR AT EVERY _ , ^• V O TYPICAL GAB WALL ARPRaED EC.VL LOT UNE, FACT SUE (2 PER LOT), r DK - W NTS SCR 35 PERFORATED PIPE W/1fxlfxC DEEP - , . _ FOOTING DESIGN PER OIY STANDARD OR (MIN.) OF 3/4 GRAVEL WRAPPED W/MRAP.;,i.,•: NSTAIL AT 100' INTMALS A AT E0Y ~ STRUCTURAL ENG. RECOMMENDATIONS. 14ON FILTER FABRIC, CAP END OF PIPE. PER PLAN s I LOT LINE, EACH SUE (2 PER LOT), r ON SEE PLCO V� SDR 35 PERFORATED PIPE W/1fxlfxC DEEP Q2 TYPICAL COMMATION RETAN WGAFDEN WALL ( TYPICAL RETAma WALL (MN.) OF 3/4r GRAVEL WRAPPED W/WW1 NIS WITH OFFSET GAMEN OR 14011 FILTER FABRIC, CW END OF PBM. 49 FOODWSRXT AL EN PER OM srAnvm OR COIMBWTION WALL TYPICAL SECTION z SIWK;RINAL ENC. RECOIWE7gQlC6, NIS O RETENTION BASIN RETAPM WALL t~.T Nis WDID f 7 33C392041 PREP Ni UNDER THE DIRECTION OR IN THE CITY OF LA OUIMA, STATE OF CNJFORPM ' UNDERGROUND UTILITIES INNATE ENGINEERING NOTE ESSN 4IBBs 18wdwdk TRACT NO. 37359 DATE: Zd M O fl S E Solh 21B PRL RS AND UTILITIES OR STRUCTURES REPORTED BY THE OWNER 01: CONSTRUCTION CIN COlJCnONOR AGREES THAT CONSTRUCTION ACCORDANCE ACT GE IU- BEY 1�, Yf a^ THE CENTRE SHT. 2 8 OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACQUIRED TONSSUME S PRACTICES, PLETEESPON CONTRACTOR WILL BE J • Palm 0760- 74 97211 THEIR PLANS NR LOCATION ANO EXTENT. THE OWNER. IN ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RCTIONSOF THE FOR JOB SITE w W 'A='{'+ D J. LDATE 12/31722 S C H U L T Z Vola: ]60 -B]4 -S]]8 THESE PLANS BI PROCEEDING WITH UNDERSIGNED PURSUANT THERETO. AGREES CONDITIONS DURING THE COARSE S AND CONSTRUCTION OF TME PROJECT. R.C.E. 52496 pC/�fWp -�!1 LT ■ O RE ASSUME LOM EXISTENCE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES SMALL BE MADE OF til PERSONS ANO PROPERTY; THAT THIS TO N REQUIREMENT v NO. 2-31- ,F, ywyo.r..r6,d SECTIONS AND DETAI.S RESULTING FROM EXISTENCE NE UNDERGROUND UT R SH OR STRUCTURES NOT SMALL G CODE TO APPLY CONSTRUCTION CO AND NOT 11E UNITED TO NORMAL DM. 12-31 -Z2'� APPROVED BV: OF 7 $HTS = EXAMINED. XAMIN D. TO THE TRACTOR IED, NOT INDICATED OR SHOWN AU THE RECORDS WORKING HOURS, INDEMNIFY AND HOLD DESIGN CONTRACTOR FURTHER AGREES TO * • PLANNERS ENGINEERS SURVEYORS MEASURES THE CONTRACTOR U REWIRED T TAKE DUE OWN AND ANY DEFEND, TALL UAFY MRD HOLD DESIGN ED, IN CONNECTION HARMLESS FROM '�.Y CIVIL �T� DATE: /Zr/l$/2*W ROUGH GRACING MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN ANO ANY OTHER ANY AND A11 INBUiY, REAL OR ALLEGED, IN CONNECTION WRH THE �or SCALE; SEE ABOVE ■ E M C M M A II x: OfI V U WNM N0. WN DLV. $4.361 UTILITIES OR STRUCTURES FOUND AT THE SIZE. R SHALL BE CONIRACTGRS PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING Uo49LIIY ARISING MARK REVISIONS APPR DATE T NES WAGS ON M LANE AODM, SIMWED'YN$f, DOM 0.1', UXAM A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.TE, S.B.M. RESPONSIBILITY ORE STARRING WORKETO NOTIFY THE RS OF THE UTIUMES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSCNNL. pESIGWEO BY: DRAWN BY: CHECKED BY: URV%N ENGINEER R.C.E.D49418 ATE 913022 MALE; 9, 2020 fnOY ICINPUT = Y 901RN CURB FKE IF MCMM1' 111. l FOR: SLF—ADAMS LA QUINT LW W.O. N0: CONCEI: 90008\ WG -W 12 Ci $COIL L K� Lq 51 [ PLAN 1 vAIN6c • K mawx (SEE "Met wcw I I� i _ 1 _ _ _ I �— sE n>rl --Z If __ ar` $sraa,m�aa, -0.3' Is MIN. I _' • 0;3 I • • pLl1N 25 25' 1 ' II ! 4 • 12.5' 12.5' . 2x ;vvv i wMx K 12 PLAN 3KA��� C1RB k ER � Y o 0BUILDING SETBACK UNE FOR "'1I25' - PETWAE'IER O.SS MIN. j 12' 12' U -0.3' EL -0.3' O.SS MN. 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INSTALL AT 108 NRERVNS OR AT EVERT m 11 WSIIISTAIRIM SUB -DRAIN W&F TO BE PER PLAN ENCH LOT RINE, EACH SUE (2 PER LOT) r DN I SEE PLAT s� I NSPUID PER WMFACRMES RECOM1100M WITHIN { p OF SCR 35 PERFORATED PPE W/1fxltx6 DEEP f fI SCIF A MINIM2OF Eo (MN) OF 3/r GRAVEL WRAPPED W/MNAT 1f WATEIIPROOF COMPLETE 2r MN. 1r MN. PAD PER PIAN 14ON FILTER FABRIC, CAP END OF PIPE. i t BOM OF RETAINING WILL, FROM TOP aF Twr ro TOP a eDCR BENCH FOOTING WITH TUF-N p1 OR PAD PER PLCO I SEE PLCO) - '. 2r MN. SEE PLCO ORANISTAR SUB -DRAIN ro BE AFTROWD E01M1. INSTALLED PER MWUFACIURES F ;y BENCN RECOMMENDATION WITHIN 2' OF '=' I DRMNSTAR SUB -DRAIN ro BE (SEE PLCO) 3\ SURFACE WITH A MITRAN OF A (SEE PLAN):. PAD PER PIAN NSTAl1ID PER MAWIFACIIIRES -- n 1f WATERPROOF COMPLETE RECOMMENDATION CONN T OF - at SMILE, .` . B CKSUE OF RETAINING WALL, 1uj al SURFACE WITH A MINIMUM OF SEE PLCO ^ s 2r MIN '' PER PL FROM TOP OF WALL TO TOP OF :: ;.. H 1f WATERPROOF COMPETE PAD PER PLAN BENCH i- FOOTING WITH TUF-N-DRI OR _�t N SEE PLAN _ BACKSIDE OF REGAINING MALL, • SEE PLCO WPRM EOLML 59k3�'Lu FROM TOP OF WALL TO TOP OF FOOTING WIN TIF -N -DRI OR INSTALL AT 100' NIERVAIS OR AT EVERY _ , ^• V O TYPICAL GAB WALL ARPRaED EC.VL LOT UNE, FACT SUE (2 PER LOT), r DK - W NTS SCR 35 PERFORATED PIPE W/1fxlfxC DEEP - , . _ FOOTING DESIGN PER OIY STANDARD OR (MIN.) OF 3/4 GRAVEL WRAPPED W/MRAP.;,i.,•: NSTAIL AT 100' INTMALS A AT E0Y ~ STRUCTURAL ENG. RECOMMENDATIONS. 14ON FILTER FABRIC, CAP END OF PIPE. PER PLAN s I LOT LINE, EACH SUE (2 PER LOT), r ON SEE PLCO V� SDR 35 PERFORATED PIPE W/1fxlfxC DEEP Q2 TYPICAL COMMATION RETAN WGAFDEN WALL ( TYPICAL RETAma WALL (MN.) OF 3/4r GRAVEL WRAPPED W/WW1 NIS WITH OFFSET GAMEN OR 14011 FILTER FABRIC, CW END OF PBM. 49 FOODWSRXT AL EN PER OM srAnvm OR COIMBWTION WALL TYPICAL SECTION z SIWK;RINAL ENC. RECOIWE7gQlC6, NIS O RETENTION BASIN RETAPM WALL t~.T Nis WDID f 7 33C392041 PREP Ni UNDER THE DIRECTION OR IN THE CITY OF LA OUIMA, STATE OF CNJFORPM ' UNDERGROUND UTILITIES INNATE ENGINEERING NOTE ESSN 4IBBs 18wdwdk TRACT NO. 37359 DATE: Zd M O fl S E Solh 21B PRL RS AND UTILITIES OR STRUCTURES REPORTED BY THE OWNER 01: CONSTRUCTION CIN COlJCnONOR AGREES THAT CONSTRUCTION ACCORDANCE ACT GE IU- BEY 1�, Yf a^ THE CENTRE SHT. 2 8 OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACQUIRED TONSSUME S PRACTICES, PLETEESPON CONTRACTOR WILL BE J • Palm 0760- 74 97211 THEIR PLANS NR LOCATION ANO EXTENT. THE OWNER. IN ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RCTIONSOF THE FOR JOB SITE w W 'A='{'+ D J. LDATE 12/31722 S C H U L T Z Vola: ]60 -B]4 -S]]8 THESE PLANS BI PROCEEDING WITH UNDERSIGNED PURSUANT THERETO. AGREES CONDITIONS DURING THE COARSE S AND CONSTRUCTION OF TME PROJECT. R.C.E. 52496 pC/�fWp -�!1 LT ■ O RE ASSUME LOM EXISTENCE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES SMALL BE MADE OF til PERSONS ANO PROPERTY; THAT THIS TO N REQUIREMENT v NO. 2-31- ,F, ywyo.r..r6,d SECTIONS AND DETAI.S RESULTING FROM EXISTENCE NE UNDERGROUND UT R SH OR STRUCTURES NOT SMALL G CODE TO APPLY CONSTRUCTION CO AND NOT 11E UNITED TO NORMAL DM. 12-31 -Z2'� APPROVED BV: OF 7 $HTS = EXAMINED. XAMIN D. TO THE TRACTOR IED, NOT INDICATED OR SHOWN AU THE RECORDS WORKING HOURS, INDEMNIFY AND HOLD DESIGN CONTRACTOR FURTHER AGREES TO * • PLANNERS ENGINEERS SURVEYORS MEASURES THE CONTRACTOR U REWIRED T TAKE DUE OWN AND ANY DEFEND, TALL UAFY MRD HOLD DESIGN ED, IN CONNECTION HARMLESS FROM '�.Y CIVIL �T� DATE: /Zr/l$/2*W ROUGH GRACING MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN ANO ANY OTHER ANY AND A11 INBUiY, REAL OR ALLEGED, IN CONNECTION WRH THE �or SCALE; SEE ABOVE ■ E M C M M A II x: OfI V U WNM N0. WN DLV. $4.361 UTILITIES OR STRUCTURES FOUND AT THE SIZE. R SHALL BE CONIRACTGRS PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING Uo49LIIY ARISING MARK REVISIONS APPR DATE T NES WAGS ON M LANE AODM, SIMWED'YN$f, DOM 0.1', UXAM A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.TE, S.B.M. RESPONSIBILITY ORE STARRING WORKETO NOTIFY THE RS OF THE UTIUMES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSCNNL. pESIGWEO BY: DRAWN BY: CHECKED BY: URV%N ENGINEER R.C.E.D49418 ATE 913022 MALE; 9, 2020 fnOY ICINPUT = Y 901RN CURB FKE IF MCMM1' 111. l FOR: SLF—ADAMS LA QUINT LW W.O. N0: CONCEI: 90008\ WG -W 12 I II I Ir•w a - I I I I 60 60 59 93FL II I E III ® I I I 1 133 TW TW 1051103$9 0 o I I :3 55 R I �m r II I 43' I II i I-J-te'�I Do II 70.00 TW 84.1 62.67 60.30 TC I li I _ I 59.02. FL II I � 11i3� 11 - � II s I I I I L/ 60.12 TC 111111 % 59.60 FL i f 25+00,00 70.00 TW 64.1 63.0 EX. R M NO.DWG. 3 2 62.00 . 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THE OWNER, BY ACCEPTING THESE PUNS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LJABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES f l I 11 71 ; 'I i 1 I I 6 FF=64.47 I i FF -"57 C 1 I I I 9PAD=63.8 6. I PAD=6438 b 10 80 I _$ 9317 HPA N 94 I. I FF=61.77 PA0=63.8 t PAD=636 I i - 1 pPAD 83.7 p . I PAD=831 83 pTFF1 I I FF=6477 I FF=64.57 a 1 Fr=u.647 FF=64457 I; PAD=64.3 ; ° PM -641 I ° P 83.9 ' PAD- .0 p PAD- .3 pIV7 I PAD=647 I R r 0 �I R Sx� �! 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CAI 1O CONSIRIICT PERNB.IER/GVtDEN WNl, SEE DETAIL ON SHEET 2 Z F (REWIRES SEPARATE LDiNG PERMff) L' `' ' b'h' CONSR2UCT COMBFUTNIN GARDEN WNL/REWNMG WAIL, SEE DETAIL ON SHEET 2 0 15 30 60 120 (REQUIRES SEPARATE BUILDING PERMIT) M Q CONSTRUCT RETAINING WALL, OFFSET TO GARDE0%COMBINATION WNL, M \ SEE DETAIL ON SHEET 2 (REWIRES SEPARATE BUILDING PERMfn O AVENTXE APARTMENTS 1621 6,7 CONSTRUCT 12' NYOPL ST LANDSCAPE AREA DRY WELL Z SEE DETAIL ON SHEET 3 PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL U91LITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. APN. 600-020-015 V Q WDID # 7 33C392041 PREFAB UNDER THE DIRECTION OF: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA ' POFESS/ 41885 B°wtlwelk TRACT NO. 37359 R 4t.- DATE: /Z1�L6 . MORSE Suite 218 Z Pam Dosrt. CA 92211 ff J THE CENTRE SHT._ o y W 62 I EDWARD J. LENTH EXP. DATE 12/31/22 F S C H U L T Z voice: 760-674-5778 No. 052496 R.C.E. 52496 m oelMNon•MnHM w 7 y. EKp. 12-31-21 s APPROVED BY: OF_SHTS. DATE: L7 J? CIVIL \�- PLANNERS ENGINEERS SURVEYORS ROUGH GRADING 2 $ Cr CALVF SCALE: SEE ABOVE IBENCH R A R K: OD' IK u WINTA Ip. `YI DEV. 0.1 NVV06l I� REVISIONS MPR. DATEY IN6 2.5- DISK M TARGE Imps STANPm FAI If, HIGHWAY 9.1•, LOG1E6 A PORTION OF THE SW 1/4, Of SECTION 29, T.55, R.7E, S.B.M. BY: DRAWN BY: CHECKED BY: N MY� R.C. DATE 9/3572-2 GATE DEC. 9, 2020 ''ROUT S]'S' SIXIDIEI9Y N THE SOUM CURB ROE OF NW6PY 111, ILROSS 0 CITY ENGINEER R.C.E. 49418 IR011 771E cuFF HDIJ6E QIIRAVCE. FOR: $�-ADAMS IA QUINTA, LLC W.O. NO: I:\MDOO\RG\RG-03 12/9/20 I 1 I k G I k ' f k ' I k EX. 1Nf UIP WATER �—�-- NOR 16 52 DWG I I I I I I EX. 16" VCP SEWER4 PER CVWD DWG; NO. 16664 I I I I EX. MH NO. 6 PER OM DWG. R K C6 la I� I I I I I I I I I 1 UNDERGROUND UTILITIES = TR. BDRY. E PERIMETER WALL C: O PROPOSED Z UNIT NO. 18"20' TW-73.3 0 15 30 60 120 FF=________PAD=66.4 e' LR �C, � I ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR MY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES 2C/wTww C -C 70 69 68 67 66 65 64 63 SEF SHEET 3 SEE SHEET 3 PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: DRAWN SY: CHECKED BY: PREPARED NDER THE DIRECTION OF: RROF a � DATE: P� W2A� J Cir f EDWARD J. LEITH EXP. DATE 12/31/22 y AND. 052496s R.C.E. 52496 �* ENP. 12-31-22 APPROVED BY: `1? CIVIL d' DATE: OF CAL LOT OA', AUTO CENTRE WAY SOUTH, PER PARCEL MAP NO. 36056-R. PARCEL 1 PARCEL MAP NO. 29626-1 P.M.S. 194/72-76 PROPOSED — RIGHT OF WAY PER TEM 37359 EXISTING CURB a GUTTER �- TO BE REMOVED PORTION TO BE VACATED TO PARCEL 1, P.M.B. 194/72-75. I♦ PARCEL =IsPARCEL MAP P.W.B. 243/e 3 RIGHT CF WAY PER TTM 37359 PROPOSED SIDEW" — --'�— PORTgN TO BE VACATED TO PARCEL 2, P.M.B. 243/39-39 PARCEL 2 PARCEL GAAP NO. 37193 w4 P.M.B. 243/39-39 TR. BDRY. f R f PERI R WALL 20' ADAMS STREET 55' R/W NOT A PART TW -72.0 53' 2' LOTS'6'aYC, PMB 227/92-93 43' 10' WIDENING RESERVATION PER PM 36059-R BENEFITS OWNER OF TIN 37359, OFFSITE PERMISSION TO GRADE 5 NOi REQUIRED. 1' BENCHi I PROPOSED CURB AND GUTTER SECTION D -D NTS TR. BDRY. f R f PERMETER WALL AM STRE1720 NOT A PMT 43' 12' LOTS 'B'3'C, PMB 227/92-93 TW=70.6 In RESERVATION PER PM 36058-R BENEFITS OWNER SS OF TR 37359, ISNOOFFSET PERMIREQUIRED, TO GRADE 5 NOT REQUIRED. 1' BENCH PROPOSED 6' IXISIRG SLOPE J:1 AWE (60.401) iC� ' 0 EXISTING 6' SIDEWALK SECTION E -E NTS CONSTRUCTION NOTES: Q1 CONSTRUCT PERIMETER/GYNDEN WALL, SEE DETUL ON SHEET 2 (REMO SEPARATE BUILDING PERMIT) 0 CONSTRUC SCOMBINATION EPARATE BUILGI NPN MIT) GAINING WALL, SEE DETAIL ON SHEET 2 RMLSM41865 BmrEwalk COR BE Suite 218 Rolm Dw t, CA 92211 H U L T Z Voice: 760-674-5776 PLANNERS ENGINEERS SURVEYORS SCALE: SEE ABOVE BENCH MARK: CDY W 0 QUNA N0. 060 DEV. 94.361 (NAYM3) 1 XGS BPASS DISK M LAW2 ROCK, STAINED'Y1482', DOMI XI" LO m DATE DEC. 9, 2020 ABOUT 125' SOUTHERLY OF THE WITH CURB FACE IV WORTHY 111. ACR065 INDY THE GRT HDUSE ENTRNICE. 65 64 53 52 61 60 64 63 62 61 60 WDID # 7 33C392041 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA TRACT NO. 37359 THE CENTRE SHT. 4 ROUGH GRADING OF 7 SHT A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. FOR: SLF—ADAMS LA QUINTA, ULC W.O. NO: I -- I 1 ' I , „ REMOVE IN'SfEMIG EXISTING ASPWLT PAVING, SEE OFFSITE STREET IMPROVEMENT PLANS FOR TR. 37359. FiI P.M. 37193 NOT A PART RE P.M.B. 243/38.39 B. FF=7 PAD=65.9 PARCEL 1 CONTIGUOUS (OFFSITE GRADING LETTER OWNERSHIP NOT REQUIRED) I1 I -- -_ 73 � 5147 FF=65.37 NOTE: 2 _______ _______________ FF -65 -=64.8 ______-_____ ITERIII &SIN FOR LOT 2 ____________ _______ 66.0__}--________ ______ ______ 2 __ _______ ________[-Z SEPERATE PRECISE PLAN. _ t rmawn FG=60.0 I - FiI TRACT BOUNDARY= F PERIMETER WALL 20+07.74 BCR _ _ _ _INIERM RE FF=3669.57 B. FF=7 PAD=65.9 / 10' PAD=65.8 1 I JI I Q I COOM -PN SPACE 23 1 24 I 1 26 247 �I I g1 1 32 { I 33 FF=67.57 FF=67.37 �, FF=67.37 FF=67.57 FF=98.37 4 FZFFI.7 1 . PAD=66.9 PAD =68.7 I I PAD=66.7 PAD=66.9 �_�' 7 PAD=Q.7 I f PA0=67.7 I i 15. f6 I I I I I€ 1 MIN. 66 ""66 11° M 96S� lga> ass R 9 I ,11 1i 22II II 67 III =8 27 II�III III . •.8=67.57 FF=67.37 FF67.37 FF=6.57 I 29 PAD=66.9 PAD7 PAD --67.9 FF=684 7 PAD=66.7 PAD=67.8 -� 5� I I I 1 1• 1 _ __. . 0.528 3 I I 50 as .37 FF=7 IMENP 7 n I SEE SHEET 6 . 4.I I I1A4 ; 6 4 6 LIwIT ALL UNDERGROUND UTIUTIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME !LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTIUTIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. l TRACT BOUNDARY= F PERIMETER WALL 20+07.74 BCR 1 FF=3669.57 (OFFSITE MOM LETTER NOT REQUIRED) FF=7 PAD=65.9 / 10' PAD=65.8 I1 I I� 7 73 � 5147 FF=65.37 NOTE: 2 _______ _______________ FF -65 -=64.8 PAD=64.7 1 PAD I 3 I I 50 as .37 FF=7 IMENP 7 n I SEE SHEET 6 . 4.I I I1A4 ; 6 4 6 LIwIT ALL UNDERGROUND UTIUTIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME !LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTIUTIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. l TRACT BOUNDARY= F PERIMETER WALL 20+07.74 BCR 1 FF=3669.57 (OFFSITE MOM LETTER NOT REQUIRED) FF=7 PAD=65.9 / 10' PAD=65.8 I1 I I� 7 F�I7� PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL WMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING !-ABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. W. 34 74. TW 2 FF=68.57 /7 / PAD=67.9 7 /- � 9��� 64G� 0 \ /74.6 679 F 2 / r 66,0 FF==8.57 . «-. 64.67 PAD=87.9 / 1 1 JO 36 70' AD=67 FF=8 END WALL / / 20• 70,/ 2 74.67 TW67.9 ( / 1 1 64.67Wil 6.0 FTFE / 1�----1--- �� 64---e�----1- i 10' 97' H PU I X657 1 UE PUE s' g oy I I I 6&0 D 1 I 674 Fr I �I I i I II _ � 1 �) "I ' I FF:aMi I dl PAD=86.1 FF=66.17 I A=86.T7 63 1 1 PAD=65.5 PAD=66.7 1-e1- - - FF=65.67 FF=85.67 1 J PAD=68.0 PAID=65.2 I u3 L I 1 p• "Y I b1 _ 1 PAD --65.2 I I I �I S. H I �S I 63 I I 1 � el 122 FF=65.97 PAD=65.3 � FFt65.37 1 p p=µ99 I ia PM=W J AD --81.5 .I 117fr4 D N --AAA S SEE SHEET 6 74 73 72 71 70 69 68 67 66 65 64 63 62 74 73 72 71 70 69 68 67 66 65 64 63 62 R/W �SIDEWAL K SECTION WH NTS SECTION HI CONSTRUCTION NOTES: 472 CONSTRUCT CDMBNATION GARDEN WALL/RETAINING WALL, SEE DETAIL ON SHEET 2 (REQUIRES SEPARATE BUILDING PERMIT) 11 REMOVE EXISTING ASPHALT PAVING Qp,OF ESS 41865 BowEwalk I(k.. DATE: CD . MORSE Suite 218 �Q�O J YF"Ytr. Palm Desert. CA 92211 yi EDWARD J. L EXP. DATE 12/31/22 S C H U L T Z Voice: 760-674-5776 to to �No. 052496 m R.C.E. 52496 W y M �* Exp. 12-31-22 * APPROVED BY: PLANNERS ENGINEERS SURVEYORS J% CIVIL Q' DATE: rf YW. GL\F� SCALE: SEE ABOVE 9 E N C K M A R N: CDY pF u QLMTA N0. Abp BFI. W.]61 NAM) MARK REVISIONS APPR. DATE S NCS BPI55 IXgt IN VACS M. STAMPED'Y1464, CCs11 0.1', LOGIED BRYAN EXP. DATE 9/30/22 DATE DEC. 9, 2020 AIDUT 12.5' SWINERLY A THE SONH CURB fi1tE 6 NGIINv 111, /CROSS DESIGNED BY: DRAWN BY: CHECKED B1: CITY ENGINEER R.C.E. 49418 ANY TIE CLIFF HOUSE EHRUNCE, K 0_ 1- o Z Z W U W 0 15 30 60 120 = F Ln M r t+f O Z F 0 WDID # 7 33C392041 9 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA ' TRACT NO. 37359 THE CENTRE SHT.J5 c OF ! SHTS. C9 ROUGH GRADING A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. FOR: SLF-ADAMS LA QUINTA, LLCW.O. No: I:\ RG�RG-OS 12/9/2D TRACT BOUNDARY= F PERIMETER WALL 20+07.74 BCR TC (64.08)63.58) (OFFSITE MOM LETTER NOT REQUIRED) (FL / 10' 75 74 I� 7 73 � ___----- -73 NOTE: 2 _______ _______________ ENM WALLS D GATES 71 _____ __________ TO BE CONSTRUCTED BV 71 SEPERATE PRECISE PLAN. 69 FG=60.0 I 69 REMOVE INIERFERING EXISTING 10 11 1 PPD=67.6 161 FG=66.05'.� '� CURB, GUTTER AND SIDEWAIN(, I I PROPOSED nFFSESR IERET 67 66 NO. 373 66 IMPROVEMENT PLANS.. 65 64 21+03.60 ECR 64 35 SECTION G -G I ► WALL I I 2� TW NIS I85.7 FG(W)%2 07 I`IIL I I I I P.M.B. 946 725-1 2 75 �440CEL I 'A I 2 /. I �� .1 CA 6241 •r 72.00 TW 71.33 2 65.1 . Ec 1 63.3 I 82.00 74 73 72 71 70 69 68 67 66 65 64 63 62 74 73 72 71 70 69 68 67 66 65 64 63 62 R/W �SIDEWAL K SECTION WH NTS SECTION HI CONSTRUCTION NOTES: 472 CONSTRUCT CDMBNATION GARDEN WALL/RETAINING WALL, SEE DETAIL ON SHEET 2 (REQUIRES SEPARATE BUILDING PERMIT) 11 REMOVE EXISTING ASPHALT PAVING Qp,OF ESS 41865 BowEwalk I(k.. DATE: CD . MORSE Suite 218 �Q�O J YF"Ytr. Palm Desert. CA 92211 yi EDWARD J. L EXP. DATE 12/31/22 S C H U L T Z Voice: 760-674-5776 to to �No. 052496 m R.C.E. 52496 W y M �* Exp. 12-31-22 * APPROVED BY: PLANNERS ENGINEERS SURVEYORS J% CIVIL Q' DATE: rf YW. GL\F� SCALE: SEE ABOVE 9 E N C K M A R N: CDY pF u QLMTA N0. Abp BFI. W.]61 NAM) MARK REVISIONS APPR. DATE S NCS BPI55 IXgt IN VACS M. STAMPED'Y1464, CCs11 0.1', LOGIED BRYAN EXP. DATE 9/30/22 DATE DEC. 9, 2020 AIDUT 12.5' SWINERLY A THE SONH CURB fi1tE 6 NGIINv 111, /CROSS DESIGNED BY: DRAWN BY: CHECKED B1: CITY ENGINEER R.C.E. 49418 ANY TIE CLIFF HOUSE EHRUNCE, K 0_ 1- o Z Z W U W 0 15 30 60 120 = F Ln M r t+f O Z F 0 WDID # 7 33C392041 9 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA ' TRACT NO. 37359 THE CENTRE SHT.J5 c OF ! SHTS. C9 ROUGH GRADING A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. FOR: SLF-ADAMS LA QUINTA, LLCW.O. No: I:\ RG�RG-OS 12/9/2D TRACT BOUNDARY= F PERIMETER WALL CONTIGUOUS OWNERSHIP (OFFSITE MOM LETTER NOT REQUIRED) 75 TW=707 20' 10' 75 74 74 73 ___----- -73 72 2 _______ _______________ 72 71 _____ __________ 71 69 FG=60.0 qIF. W 69 fib PPD=67.6 161 FG=66.05'.� '� 66 67 67 66 66 65 65 64 64 SECTION G -G NIS 74 73 72 71 70 69 68 67 66 65 64 63 62 74 73 72 71 70 69 68 67 66 65 64 63 62 R/W �SIDEWAL K SECTION WH NTS SECTION HI CONSTRUCTION NOTES: 472 CONSTRUCT CDMBNATION GARDEN WALL/RETAINING WALL, SEE DETAIL ON SHEET 2 (REQUIRES SEPARATE BUILDING PERMIT) 11 REMOVE EXISTING ASPHALT PAVING Qp,OF ESS 41865 BowEwalk I(k.. DATE: CD . MORSE Suite 218 �Q�O J YF"Ytr. Palm Desert. CA 92211 yi EDWARD J. L EXP. DATE 12/31/22 S C H U L T Z Voice: 760-674-5776 to to �No. 052496 m R.C.E. 52496 W y M �* Exp. 12-31-22 * APPROVED BY: PLANNERS ENGINEERS SURVEYORS J% CIVIL Q' DATE: rf YW. GL\F� SCALE: SEE ABOVE 9 E N C K M A R N: CDY pF u QLMTA N0. Abp BFI. W.]61 NAM) MARK REVISIONS APPR. DATE S NCS BPI55 IXgt IN VACS M. STAMPED'Y1464, CCs11 0.1', LOGIED BRYAN EXP. DATE 9/30/22 DATE DEC. 9, 2020 AIDUT 12.5' SWINERLY A THE SONH CURB fi1tE 6 NGIINv 111, /CROSS DESIGNED BY: DRAWN BY: CHECKED B1: CITY ENGINEER R.C.E. 49418 ANY TIE CLIFF HOUSE EHRUNCE, K 0_ 1- o Z Z W U W 0 15 30 60 120 = F Ln M r t+f O Z F 0 WDID # 7 33C392041 9 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA ' TRACT NO. 37359 THE CENTRE SHT.J5 c OF ! SHTS. C9 ROUGH GRADING A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. FOR: SLF-ADAMS LA QUINTA, LLCW.O. No: I:\ RG�RG-OS 12/9/2D J I I R/W=TR. BDRY, Fi=45 SEE SHEET 6 131 FF=44 PAD -640 I �u u-u�u 71 LV D. 70 2 69 6, 68 (64.4!) TC 66 �I 2i F. Tyr 64 PAD=6.9 lowa 63 62 48 I 47 I 42 I 41 FF=84.47FF=64.67 I PAD=63.8 PAD=64.0 FF=65.57 FlQ PAD=64.7 PAD=64.9 I N °I OSXOUSX �I Tice ---9 I I R/W=TR. BDRY, Fi=45 FF=64.67 , F PERIMETER WALL FF=44 PAD -640 72 164 PAD=63.8 - =1 I1 ROUGH �6WOEp 63 2_ III LIMITOVPIG�J W - I II COMMUNITY CLUB L= ii TO BE CONSTRUCTED jl 13,00 PER SEPARATE PRECISE ---=-J GRADING PLAN n PRELIMINARY II FOOTPRINT OF IF II COMMUNITY POOL L=========J ROP. PRIVATE STORM DRAIN _ _I RETENTION BASIN EMERGENCY OV FLOW ROUTE ) .% TO ` -C 4 T FflTFF=W.17 25 7 I ° PAD=63.8 I PAD=83.8 2.5' 12. FF=W.n PAD=W.1 n 0.5x �I I M N �I 1 i Lh a Fl 47 I I } PAD=: .8 FF=W.47 PAD=632 fF=84.10 FF=W.10 A ° � I PAD=83.8 PAD= 4aJ FF=65.07 I° FF=64.n fF=83.07 A 108 PAD=W.1 PAD=W.4 I 107 P I• I. FF=85 37 PAD -64.7 I I ----- --------- �4 I I FF=65..I ria PAO=W Fl PAD B{ 5 PAD=84.3 I , PAD=SCO ° 77 - - - - - -,- -T_ -64 UILDING SETBACK LINE N 89'51'45XW 793103'. 0660 VEX. CARPORT EX. CARPORT ,�s1 ! L6a 66' UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND 70 HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UDUTIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STMTING WORK. 1 R/W=TR. BDRY, I U DIARLA DRIVE FF=43 F PERIMETER WALL FF=44 10' 20' 72 TWT=71.336, 71 LV D. 70 2 69 6, 68 EX. CARPORT AVENTINE APN. 600.020.015 PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLO DESIGN PROFESSIONAL HARMLESS FROM PINY AND ALL LIMIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL I I I I 1 I 2 I P I I I I -.W 6M SEE SHEET 6 Loll 11 1 PAD=84.9 I 4 I PAl I I PITAe--6&117R97 1 - _- �I r b?F __-0_5x177 T - 1 I PILE R=W.77 I FF=65.87 I 14 FF=66.37 PAD=84.1 PAD=64.4 PAD=84.7 II I I FF=8427 ff=84.47 ° I PAD=W.6 re PAD=632 m ( alli 0 SL FF=W27 I PAD=63.9 I I v I J Ii 6 ---q I RETENTION BASIN SEE SHEET 7 .'' 7 - _ , 65 2 63.3 F 6200. I ,I I' E%4STDIG WATER N TO BE REMOVED 4 EASEMENT TO BE VACATE I AND CA - CURB RETURNS S AND 7359 SEE TRACT Nd 77359 E STREET PUNS FOR PROPOS ET IMPROVEMENTS. I I WALMMIT 71. T(W( _ z LOT 163.3 FIG E 62.00 TFF I EXISTIRE Y STORM DRAIN PER P ISET NO. 03034 TO BAND REPLACED, CLEW SED STROCTURES. I II _ II II II III =� P318. 28525-1 -I P.M.B. 194/72.75 PARCEL 1 I�Sr,. 46' AOS STORM DRAIN ] PLAN SET NO. 03034, IN PLACE DRAIN 03034, EX, GARAGE 654`' �d'�R1': �0 EX. CARPORT `6ry4 _�, y,0 r"0 xv 6y"'�` � IFP.A<RNDER THE DIRECTION OF: DATE: /L OEDWAD J. LEN EXP. DATE 12/31/22 WNo. 0524%� m R.C.E. 52496 Exp. 12-31-22 * APPROVED BY: ..__ LL-- LLf `D' CIVIL �T DATE:Z6 'off GL\ Vir"Jrf/'IV- MARK REVISIONS MPR. DATE BRYKN M KINNEY EXP.DATE 9 30 22 DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER R.C.E. 49418 SECTION ACJ HIS CONSTRUCTION NOTES: O2 CONMMX7 COM9M GARDER WALL/REIMING WALL, SEE DETAIL ON SHEET 2 (REQUIRES SEPARATE BUBDR4G PERI 10 REMOVE EX9M CURB AND GUTTER Q REMOVE EXISTING CONCRETE SIOEYIALK 1© REMOVE DOM CATCH BASIN 14 REMOVE E)0STING STORM DRAIN (SEE STORM DRAIN PIANS FOR TR. 37359 FOR STORM DRAIN REPLACEMENT) 0 O Z 0 15 30 60 120 WDID # 7 330392041 41885 Boartlwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA . M 0 R S E Suite 216 TRACT NO. 37359 Palm Deal CA 92211 THE CENTRE SHT. s E S C H U L T Z Vol 750-674-5776 ROUGH GRADING °F 7 SHTS. PLANNERS ENGINEERS SURVEYORS SCALE: SEE ABOVE B E N C H M A R K: M I A DUNG W. 069 RD, 9, 1 (NANl Zr NGS BRASS MSK N URGE Rl STAMPED'Y1467, DOWN D.1', LOTAm A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. DATE Dec. 9, zozo aAFso r SOUTH CURB FACE a I4GR/Wr 1n. ACRoss FOR: SLF-ADAMS LA QUINTA, LLC w.o. No: I.\90000\RG\RG-08 12/9/20 R/W=TR. BDRY, U DIARLA DRIVE F PERIMETER WALL 10' 20' 72 TWT=71.336, 71 LV D. 70 2 69 6, 68 (64.4!) TC 66 2i F. Tyr 64 PAD=6.9 63 62 SECTION ACJ HIS CONSTRUCTION NOTES: O2 CONMMX7 COM9M GARDER WALL/REIMING WALL, SEE DETAIL ON SHEET 2 (REQUIRES SEPARATE BUBDR4G PERI 10 REMOVE EX9M CURB AND GUTTER Q REMOVE EXISTING CONCRETE SIOEYIALK 1© REMOVE DOM CATCH BASIN 14 REMOVE E)0STING STORM DRAIN (SEE STORM DRAIN PIANS FOR TR. 37359 FOR STORM DRAIN REPLACEMENT) 0 O Z 0 15 30 60 120 WDID # 7 330392041 41885 Boartlwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA . M 0 R S E Suite 216 TRACT NO. 37359 Palm Deal CA 92211 THE CENTRE SHT. s E S C H U L T Z Vol 750-674-5776 ROUGH GRADING °F 7 SHTS. PLANNERS ENGINEERS SURVEYORS SCALE: SEE ABOVE B E N C H M A R K: M I A DUNG W. 069 RD, 9, 1 (NANl Zr NGS BRASS MSK N URGE Rl STAMPED'Y1467, DOWN D.1', LOTAm A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. DATE Dec. 9, zozo aAFso r SOUTH CURB FACE a I4GR/Wr 1n. ACRoss FOR: SLF-ADAMS LA QUINTA, LLC w.o. No: I.\90000\RG\RG-08 12/9/20 i90 PAD=63.5 70 he LL 60 _a REIN FENCE 50 I_ - - ` 1 +00 1+50 I 1310D 1.2X I / I POPPY LANE ' I -` TIT'- RETENTIDI N BASIN SECTION L -L = 57.80 17:iC1 I IN II FF=UM PAD+63.3 I P AIll IT i K PROPOSED MAXWELL PLUS PRIMARY 8 ^7� AND SECONDARY DRAINAGE SYSTEM.u T J / PROPOSED MAXWELL. PLUS SYSTEM. *WFOS AND SECONDARY DRAINAGE SYSTEM. EXISTING SAND FILTERPER COLO PLAN SET II )PROTECT IN PLACE I U 50.00 / MAXIMUM WATER SURFACE -- 57.80 (s3� BOTTOM = 47.00 as 13.1 ACRE FEET � -_,- I �' , - " 6 l Y l (65) I PROPOSED MAXWELLPROPOSED MAXWELL ) / I (53)co��DRNNA(E SYSTEM.,. J�DIRAIMNE SYSTEM. .00 ; � I -------- -- (5 5) ----- 4) -- ------ - rJ-- -- -+7- -- --- 251 / FF=64.67 I I 1>S' - -- PAD=64.0 I I53.6o Fc + .00 63.18 BW _ Qg61'43' W 793.03' 66.34 w `h J 64.53 EG EX. CARPORT IX. CARPORT UNDERGROUND UTILRTES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR MY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TACE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. L 57.8 MAX. WS 64.67 TRIM 4 TFT.. 1 5l -- --------'-'--tar-------- 64.20 64.00 "-j3 E F[-\., CRACT BOUNDARY e 0. 0 TW _ EX. GARAGE fiFs2 64. EG PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LLABIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: 0.5% DRAWN BY: 5 � ,.65811E _...4TRW 85.33 seiW saw 65.20 65.90 65.20 11 sT N13 n.1D TW 65.10 EG CHECKED BY: PROJECT NOTE: -- -� 70 A PRE -DESIGN MEETING WAS HELD RWEEPETENTION THE ASI OF L1 GUINEA ON A41Y ESI 2017. AT THIS MEETING, EXHIBITS DEPICTING THE EXISTING RETENTION &SIN AND OPTIONAL BASIN DESIGNS WERE PRESENTED. THE OPTION B BASIN DESIGN WORKS WRFNN THE CONSTRAINTS OF THE EXISTING DRAINAGE EASEMENT AREA AND PROVIDES THE CAPACITY REWIRED TO RETAIN THE 100 YEAR STORM FOR THE ENTIRE TRIBUTARY AREA. GENERALLY BEING THE WALMART SITE AND THE SHOPOFF CONDOMINIUM PROJECT, (SDP 2017-0012), WHICH TER WALL RET. WALL O TOTAL APPROXIMATELY 74 ACRES. 60 THE OPTION B DESIGN DOES NOT INCLUDE THE NORMAL SLOPE BENCHING AND IS DEEPER THAN NORMALLY DESIRED, HOWEVER THE BASIN IS LOCATED IN AN ISOLATED AREA AND WILL BE ENTIRELY FENCED AND SHALL BE MAINTAINED BY AGREEMENT BETWEEN WALAWZT AND THE FUTURE HOMEOWNERS ASSOCIATION. BASED UPON THE PRESENTATION AND DISCUSSION, CITY STAFF (IIA JONASSON) STATED'CITY STAFF CAN SUPPORT THE OPTION B BASIN DESIGN, AS R (DRAINAGE EASEMENT AREA CONSTRAINTS) WERE INHERITED FROM PREVIOUS PROJECTS'. 50 EMERGENCY OVERFLOW: IF THE RETENTION BASIN WAS TO FILL TO AN ELEVATION OF 61.40 FEET (2.90' ABOVE 100 YR WATER SURFACE), FLOWS WOULD BUBBLE OUT OF CATCH BASINS, PONDING IN STREETS AND FLOWING THROUGH RECREATION AREA WESTERLY AND OUT TO ADAMS STREET. 40 TRACT 01MOM - 66A`G - CONSTRUCT 70.(10 TW 65.0 FG 5 ON SHEET 2 59.5 -MAX: WS. 58$77F ---. _.. -.-- '- -.-- - - - - -- --ir-- TF \\ 64.0 1F EXISTING 48' ADS STORM DRAIN, }OW MI 6 01,01' 1 Y COLO PLAN SET 03034, SEE DETAIL PROTECT IN PUCE it 1 F,1 Q5 `, P.M. 28525-1 O SEE P.M.B. 194/72-75 kill i 6 PARCEL 1 70.00 TW /1 © 65.0 F 58m 64.4 63.7 E IF ONSHEET 7, I IN II FF=UM PAD+63.3 I P AIll IT i K PROPOSED MAXWELL PLUS PRIMARY 8 ^7� AND SECONDARY DRAINAGE SYSTEM.u T J / PROPOSED MAXWELL. PLUS SYSTEM. *WFOS AND SECONDARY DRAINAGE SYSTEM. EXISTING SAND FILTERPER COLO PLAN SET II )PROTECT IN PLACE I U 50.00 / MAXIMUM WATER SURFACE -- 57.80 (s3� BOTTOM = 47.00 as 13.1 ACRE FEET � -_,- I �' , - " 6 l Y l (65) I PROPOSED MAXWELLPROPOSED MAXWELL ) / I (53)co��DRNNA(E SYSTEM.,. J�DIRAIMNE SYSTEM. .00 ; � I -------- -- (5 5) ----- 4) -- ------ - rJ-- -- -+7- -- --- 251 / FF=64.67 I I 1>S' - -- PAD=64.0 I I53.6o Fc + .00 63.18 BW _ Qg61'43' W 793.03' 66.34 w `h J 64.53 EG EX. CARPORT IX. CARPORT UNDERGROUND UTILRTES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR MY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TACE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. L 57.8 MAX. WS 64.67 TRIM 4 TFT.. 1 5l -- --------'-'--tar-------- 64.20 64.00 "-j3 E F[-\., CRACT BOUNDARY e 0. 0 TW _ EX. GARAGE fiFs2 64. EG PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LLABIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: 0.5% DRAWN BY: 5 � ,.65811E _...4TRW 85.33 seiW saw 65.20 65.90 65.20 11 sT N13 n.1D TW 65.10 EG CHECKED BY: PROJECT NOTE: -- -� 70 A PRE -DESIGN MEETING WAS HELD RWEEPETENTION THE ASI OF L1 GUINEA ON A41Y ESI 2017. AT THIS MEETING, EXHIBITS DEPICTING THE EXISTING RETENTION &SIN AND OPTIONAL BASIN DESIGNS WERE PRESENTED. THE OPTION B BASIN DESIGN WORKS WRFNN THE CONSTRAINTS OF THE EXISTING DRAINAGE EASEMENT AREA AND PROVIDES THE CAPACITY REWIRED TO RETAIN THE 100 YEAR STORM FOR THE ENTIRE TRIBUTARY AREA. GENERALLY BEING THE WALMART SITE AND THE SHOPOFF CONDOMINIUM PROJECT, (SDP 2017-0012), WHICH TER WALL RET. WALL O TOTAL APPROXIMATELY 74 ACRES. 60 THE OPTION B DESIGN DOES NOT INCLUDE THE NORMAL SLOPE BENCHING AND IS DEEPER THAN NORMALLY DESIRED, HOWEVER THE BASIN IS LOCATED IN AN ISOLATED AREA AND WILL BE ENTIRELY FENCED AND SHALL BE MAINTAINED BY AGREEMENT BETWEEN WALAWZT AND THE FUTURE HOMEOWNERS ASSOCIATION. BASED UPON THE PRESENTATION AND DISCUSSION, CITY STAFF (IIA JONASSON) STATED'CITY STAFF CAN SUPPORT THE OPTION B BASIN DESIGN, AS R (DRAINAGE EASEMENT AREA CONSTRAINTS) WERE INHERITED FROM PREVIOUS PROJECTS'. 50 EMERGENCY OVERFLOW: IF THE RETENTION BASIN WAS TO FILL TO AN ELEVATION OF 61.40 FEET (2.90' ABOVE 100 YR WATER SURFACE), FLOWS WOULD BUBBLE OUT OF CATCH BASINS, PONDING IN STREETS AND FLOWING THROUGH RECREATION AREA WESTERLY AND OUT TO ADAMS STREET. 40 TRACT 01MOM - 66A`G - CONSTRUCT 70.(10 TW 65.0 FG 5 ON SHEET 2 59.5 -MAX: WS. 58$77F ---. _.. -.-- '- -.-- - - - - -- --ir-- TF \\ 64.0 1F EXISTING 48' ADS STORM DRAIN, CONSTRUCT UNE A PER COLO PLAN SET 03034, SEE DETAIL PROTECT IN PUCE - ` K ...'58.87 Q5 CONSTRUCT P.M. 28525-1 O SEE P.M.B. 194/72-75 f 6 PARCEL 1 70.00 TW /1 © 65.0 F 58m 64.4 63.7 E IF ONSHEET 7, tc b3. 9 FN• 63 E EXISTING PROPOSED »'-I ' \ 3 EINE B PER COLO PUN SEE 03034, PROTECT IN 33 _- 5 I_-- "_. _. _._ - ----- -STDw DRA/L�'--_ 4' 82.88 ! / GIL 70.00 TW 12.5' 12.5' 653 FG 58.87 TF ` E 64.0 TF 2 ). 1' t3 1 - - - - 1 1 I IN II FF=UM PAD+63.3 I P AIll IT i K PROPOSED MAXWELL PLUS PRIMARY 8 ^7� AND SECONDARY DRAINAGE SYSTEM.u T J / PROPOSED MAXWELL. PLUS SYSTEM. *WFOS AND SECONDARY DRAINAGE SYSTEM. EXISTING SAND FILTERPER COLO PLAN SET II )PROTECT IN PLACE I U 50.00 / MAXIMUM WATER SURFACE -- 57.80 (s3� BOTTOM = 47.00 as 13.1 ACRE FEET � -_,- I �' , - " 6 l Y l (65) I PROPOSED MAXWELLPROPOSED MAXWELL ) / I (53)co��DRNNA(E SYSTEM.,. J�DIRAIMNE SYSTEM. .00 ; � I -------- -- (5 5) ----- 4) -- ------ - rJ-- -- -+7- -- --- 251 / FF=64.67 I I 1>S' - -- PAD=64.0 I I53.6o Fc + .00 63.18 BW _ Qg61'43' W 793.03' 66.34 w `h J 64.53 EG EX. CARPORT IX. CARPORT UNDERGROUND UTILRTES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR MY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TACE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. L 57.8 MAX. WS 64.67 TRIM 4 TFT.. 1 5l -- --------'-'--tar-------- 64.20 64.00 "-j3 E F[-\., CRACT BOUNDARY e 0. 0 TW _ EX. GARAGE fiFs2 64. EG PRIVATE ENGINEERING NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LLABIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DESIGNED BY: 0.5% DRAWN BY: 5 � ,.65811E _...4TRW 85.33 seiW saw 65.20 65.90 65.20 11 sT N13 n.1D TW 65.10 EG CHECKED BY: PROJECT NOTE: -- -� 70 A PRE -DESIGN MEETING WAS HELD RWEEPETENTION THE ASI OF L1 GUINEA ON A41Y ESI 2017. AT THIS MEETING, EXHIBITS DEPICTING THE EXISTING RETENTION &SIN AND OPTIONAL BASIN DESIGNS WERE PRESENTED. THE OPTION B BASIN DESIGN WORKS WRFNN THE CONSTRAINTS OF THE EXISTING DRAINAGE EASEMENT AREA AND PROVIDES THE CAPACITY REWIRED TO RETAIN THE 100 YEAR STORM FOR THE ENTIRE TRIBUTARY AREA. GENERALLY BEING THE WALMART SITE AND THE SHOPOFF CONDOMINIUM PROJECT, (SDP 2017-0012), WHICH TER WALL RET. WALL O TOTAL APPROXIMATELY 74 ACRES. 60 THE OPTION B DESIGN DOES NOT INCLUDE THE NORMAL SLOPE BENCHING AND IS DEEPER THAN NORMALLY DESIRED, HOWEVER THE BASIN IS LOCATED IN AN ISOLATED AREA AND WILL BE ENTIRELY FENCED AND SHALL BE MAINTAINED BY AGREEMENT BETWEEN WALAWZT AND THE FUTURE HOMEOWNERS ASSOCIATION. BASED UPON THE PRESENTATION AND DISCUSSION, CITY STAFF (IIA JONASSON) STATED'CITY STAFF CAN SUPPORT THE OPTION B BASIN DESIGN, AS R (DRAINAGE EASEMENT AREA CONSTRAINTS) WERE INHERITED FROM PREVIOUS PROJECTS'. 50 EMERGENCY OVERFLOW: IF THE RETENTION BASIN WAS TO FILL TO AN ELEVATION OF 61.40 FEET (2.90' ABOVE 100 YR WATER SURFACE), FLOWS WOULD BUBBLE OUT OF CATCH BASINS, PONDING IN STREETS AND FLOWING THROUGH RECREATION AREA WESTERLY AND OUT TO ADAMS STREET. 40 TRACT 01MOM - 66A`G - CONSTRUCT 70.(10 TW 65.0 FG 5 ON SHEET 2 64.6 EF (REQUIRES 64.0 1F EXISTING 48' ADS STORM DRAIN, CONSTRUCT UNE A PER COLO PLAN SET 03034, SEE DETAIL PROTECT IN PUCE - ` K SEPARATE BUILDING PERMIT) Q5 CONSTRUCT P.M. 28525-1 O SEE P.M.B. 194/72-75 f 6 PARCEL 1 70.00 TW /1 © 65.0 F RETENTION BASIN ACCESS RAMP, 64.4 63.7 E IF ONSHEET 7, tc b3. 9 FN• 63 E EXISTING 6V ADS STORM DRAIN, 3 EINE B PER COLO PUN SEE 03034, PROTECT IN PUCE 70.00 TW 7D.67 rx 5 653 FG 65.3 FG E 64.0 TF 71.31 TW fi5.31 EG PREPARED DER THE DIRECTION OF: RROFESS/DATE: / o 2� J EDWARD J. LENT EXP. DATE 12 31 22 G WNo. 052496s ,_., R.C.E. 52496 ETP. 12-31-22 ,a APPROVED BY: *sr CIVIL S* DATE: 1ALAT 36 MIN. TUBULAR OR EQUAL, SEE U PLAN FOR DETAILS. ..lum'fal3 BLOCK WALL, SEE LANDSCAPE E ARCHITECT'S PUN FOR DETAILS. 5 5' WALL AT 1DO' INTERVALS OR AT LOT UNE, EACH SIDE (2 PER LOT) SDR 35 PERFORATED PIPE IN SDR (MIN.) OF 3/S GRAVEL WRAPPED 14ON FILTER FABRIC, CAP END OF SEE PLAN 'J - FOOTING DESIGN PER CITY STANDARD OR STRUCTURAL ENG, RECOMMENDATIONS. CONSTRUCTION NOTES: O2 CONSTRUCT COMBINATION GARDEN WALL/RETAINING WALL, SEE DETAIL ON SHEET 2 (REQUIRES SEPARATE BUILDING PERMIT) ® CONSTRUCT RETENTION BASIN RETAINING WALL, SEE DETAIL ONSHEET 7 0 (REQUIRES SEPARATE BUILDING PERMIT) Q5 CONSTRUCT RETENTION BASIN PERIMETER WAIT, O SEE DETAIL ON SHEET 7 (REQUIRES Z SEPARATE BUILDING PERMIT) © CONSTRUCT RETENTION BASIN ACCESS RAMP, 20 SEE DETAIL ONSHEET 7, 1' 12' 1' /4 AT 1Y O.C. BOTHWAYS)F Z701 W Z J U 4\ n 9" 9' 9' 9- _ F ACCESS RAMP SECTION PAD SECTIONLn a, REINFORCEMENT: #4 BARS 012' OC BOTH WAYS (LOCATED AT BOTTOM OF RAMP) CONCRETE: ft =4500 psi, TYPE V CEMENT n RETENTION BASIN ACCESS RAMP & PAD SECTION z NOT TO SCALE U WDID # 7 33C392041 4,865 BoorOwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA ' . M 0 R S E Site 216 TRACT NO. 37359 PST Desert, CA 922„ THE CENTRE sHT. 7 0 F S C H U L T Z Voice: 760-674-5776 m.,gn,ma.mne.InlN.rM �/ /ROUGH GRADING °`-SHTS. " PLANNERS ENGINEERS SURVEYORS = SCALE: SEE ABOVE BENCH MARK: CITY 0 U 9UMd Ip. 060 BEY. 94.361 (N1W63) (7 S NOS BRASS DSK W U,w¢ ROB(, 9W •Y146Y, D011M 0.11 LIGATED A PORTION OF THE SW 1/4, OF SECTION 29, T.5S, R.7E, S.B.M. DATE DEC. 9, 2020 moMYq CURB FILE A IRNIWIY t1t, AIM55 FOR: SLF-ADAMS LA OUINTAI LLC W.O. NO: K I:\ RGARG-07 12/9/20 DRNNSTAR SUB -DRAIN TO BE INSTALLED PER MANUFACTURE'S RECOMMENDATION WITHIN 2' OF SURFACE WITH A MINIMUM OF 17 WATERPROOF COMPLETE BACKSIDE OF RETAINING WALL, FROM TOP OF WALL TO TOP OF FOOTING WTI TUF-N-DRI OR APPROVED EQUAL. 0 0TYPICAL PERIMETER WALLMI WITH OFFSET RETAC WALL SECTION K -K NTS 12 0 O Z 0 10 20 40 80 12