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PG2019-002052ND GO �aNFR SILVERROCK SANITARY SEWER........................................SS 111n WAY SERV TOP OF CLEAN-OUT.................................TOC Rp PROP. STORM DRAIN AVE VICINITY MAP EX. WATER LINE --- ----W- ----- HIGH POINT.........................................HP .----. .-__.S...-__ ..____. PROPERTY LINE LOW POINT..........................................LP RIGHT-OF-WAY --- R74W--- GRADE BREAK ................................... GB ti FLOWLI NE..........................................FL 40TH AVE '�/� 'A' DATE FINISH FLOOR....................................FF (*) SHORT TERM BICYCLE PARKING - 14 PAD ELEV.........................................PAD 42ND AVE INVERT...............................................INV io �•{.� 'PSE. PARKWAY ...................................PKWY 0 o Bermuda TOP OF WALL.....................................TW o a z Duree SHALL BE SEALED WITH NON -SHRINK GROUT THROUGHOUT THE INSIDE CIRCUFERENC:E AND AT PREPARED BY: TOP OF FOOTING ................................. TF z TOP OF GRATE...................................TG THE TOP k EXTERIOR CIRIAFERQJC£. GLOBAL GEO-ENGINEERING, INC. DESIGN CONTOUR....... a on 2. EXISTING CONTOUR.... 80O /O ca on 3 3 EXISTING ELEVATION.. m 949-221-0900 EXISTING FENCE......... X PERCENT SLOPE........... 2% OIL (AC INSTALLATIONS), GALVANIZED LIDS t RINGS (CONCRETE w 777-050-012 MILES AVE CIPP STORM DRAIN...............................................SD 777-050-031 s POINT OF COMPOUND CURVATURE IrMian WATER SURFACE ELEVATION .......................WISE � t1t TOP OF PIPE...............................................TOP weft SOI BOTTOM OF PIPE.........................................BOP 777-050-045 vzoi ti CONTRACTOR IN ACCORDANCE WITH THE LOCATION AND FREQUENCY REOUESTD BY THE CITYS TRANSITION STRUCTURE..............................TS "" y JUNCTION STRUCTURE.................................JS 777-050-065 ADVANCED DRAINAGE SYSTEMS..................ADS cE a Indio La Qulnla z OE:, M50,11I RT JOB NO. 8227-04, UTILITIES/SERVICES a z 50TH STORM DRAIN FACILITIES SHALL BE CLEAN OF ALL DEBRIS PRIOR TO CITY ACCEPTANCE. AVE 52ND GO AVE SILVERROCK SANITARY SEWER........................................SS 111n WAY SERV TOP OF CLEAN-OUT.................................TOC 54TH PROP. STORM DRAIN AVE VICINITY MAP NTS GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO.8227-04, DATED SEPTEMBER 4, 2019 PREPARED BY: GLOBAL (EO -ENGINEERING. TRE: 949-221-M. 2. THE SOILS ENGINEER AM THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SURDWISORY (XNIR.TL DURING OWING TO INSURE COMPLIANE WITH THE BANS, SPECIFICATIONS, MD 0.TE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND 0?13IRUCTIUJ TO ENH,UE COMPLIANCE WITH THE PUNS, SPECIFICATIONS, AND CODE WITHIN HIS REREVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRICTION OF PERMANENT DRAINAGE STRU.CTUE.S, TEMPORARY DRAINAGE 04TTM SHALL BE PROVIDED TO PREVENT PUNUING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLFARING, EXISTING GRAND SH4L.L BE SCARIFIED TO A MINIMUM OF 12" ON THE EMIR= SITE OR AS RECOMMENDED BY IPE SOILS FEW. 6. THE MAXIMUM OUT AND FILL SLOPES SHALL BE 2 1. 7. PAIS 9W1 BE 03FAUM TO A MINIMA OF 90% RELATIVE DENSITY PER A.S.T.M. SECIFICATIOS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINI" BUILDING PAD DRAINIAGE 9A1 BE 2%. DRAINAGE SHALL BE A MINIMA OF 0.3' BIP AND BE OSSTRICTED A MINIMAM OF 2' FROM THE TOP OF OUT OR FILL SLCPES. THE MINIMA 9 -CPE OF SWA ES SHAT BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMA OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED TTY THE CITY EWINEER. FIELD DESITY SHALL BE DETETMINED IN AC03044E WITH TIE UNIFOM BUILDING OOZE SECTION 7002, OR EQUIVA_ M, AS DETERMINED BY TEE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMA SECTION IS 3" A.C. OVER 4.5" CR&ED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH! GRADING TO DETERMINE EXACT SECTION RECUIREMENTTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER 9EMITTAL OF "R" VALLE TESTS FOR ROADWAY 9A -BASE. 12. LOCATIONS OF FIELD DENSITY TESTS 9A1 BE DETERMINED BY TEE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE RA€gNTATIVE TESTING OF ALL FILL PLA®. TESTING IN REAS 0- A CRITICAL NATURE GE SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE KRAAL REPRESENTATIVE SAPLINGS. 13, THE FINAL OOPACTICN REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -RACE DENSITY, WHETHER SAM DOE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMA DESITY DETFMINATIUN SHALL BE PERFOIR ED TO VERIFY TIE AC RACY OF THE MAXIMA DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL INDERIGROM FACILITIES, WITH LATERALS, 9A1 BE IN AA(E AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING, WATER, ELECTRIC, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE EU4CIKFILL REPORT FROM THE PROJECT SOILS ETGINER 94ALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABE FOR THE INTENDED DEE. 16. B-OCK WALS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE GUIDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STCMWATER INFILTRATION FACILITIES DURING COSTRUCTION! OF SUE EQEM I1Fi20VEMQNIS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORY DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTCR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL AEQI.W(.Y OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND ERASION AM OMT CONTROL MEASURES AS REQUIRED BY THE FUGITIVE BUST CONTROL RAJ Aii30VED FOR THIS PROJECT. 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 of 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, CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SILVERROCK RESORT - CONFERENCE & SHARED SERVICES LEGEND PORTLAND CONCRETE CEMENT .......... PCC PRECISE GRADING & PAVING PLANS GENERAL NOTES AGGREGATE BASE................................AB ASPHALT CONCRETE ............................AC GO WATER......................................................... BENCH MARK.......................................BM SANITARY SEWER........................................SS 111n FINISHED GRADE..................................FG SERV TOP OF CLEAN-OUT.................................TOC TOP OF CURB......................................TC PROP. STORM DRAIN 4 STANDARD 1- FINISHED SURFACE..............................FS EX. WATER LINE --- ----W- ----- HIGH POINT.........................................HP .----. .-__.S...-__ ..____. PROPERTY LINE LOW POINT..........................................LP RIGHT-OF-WAY --- R74W--- GRADE BREAK ................................... GB PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY FLOWLI NE..........................................FL CLEAN AIR / CAR PARKING - 22 REQUIRED, 22 PROVIDED '�/� 'A' DATE FINISH FLOOR....................................FF (*) SHORT TERM BICYCLE PARKING - 14 PAD ELEV.........................................PAD REINFORCED CONCRETE TE PIPE (RCP) SCONFORM TO APRICA13LE ASTM AND CALTRANS 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFG14AING TO SECTION 203-8 OF THE INVERT...............................................INV io DWG. NAME PARKWAY ...................................PKWY STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED JULY 22, 2020). TOP OF WALL.....................................TW Phone: (760)346-7481 MBAKERINTL.COM R.C.E. N0. 49418 EXP. 09/30/22 TOP OF RET. WALL ..........................TRW SHALL BE SEALED WITH NON -SHRINK GROUT THROUGHOUT THE INSIDE CIRCUFERENC:E AND AT PREPARED BY: TOP OF FOOTING ................................. TF Q 0 TOP OF GRATE...................................TG THE TOP k EXTERIOR CIRIAFERQJC£. GLOBAL GEO-ENGINEERING, INC. DESIGN CONTOUR....... 800 TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2. EXISTING CONTOUR.... 80O DATE JUNE 2020 DESIGN ELEVATION..... 9999 EXISTING ELEVATION.. (99.99) 949-221-0900 EXISTING FENCE......... X PERCENT SLOPE........... 2% OIL (AC INSTALLATIONS), GALVANIZED LIDS t RINGS (CONCRETE REINFORCED CONCRETE PIPE ....................... 777-050-012 RCP CAST -IN-PLACE PIPE.. .......... ..................... CIPP STORM DRAIN...............................................SD 777-050-031 FINISHED SURFACE......................................FS POINT OF COMPOUND CURVATURE ..............PCC WATER SURFACE ELEVATION .......................WISE TOP OF PIPE...............................................TOP ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE SOI BOTTOM OF PIPE.........................................BOP 777-050-045 TOP OF MANHOLE.......................................TMH CONTRACTOR IN ACCORDANCE WITH THE LOCATION AND FREQUENCY REOUESTD BY THE CITYS TRANSITION STRUCTURE..............................TS "" x.., JUNCTION STRUCTURE.................................JS 777-050-065 ADVANCED DRAINAGE SYSTEMS..................ADS INSPECTOR OR AS DETERMINED BY THE SOILS ENGINEER CLEANOUT .................................................... GO WATER......................................................... WTR SANITARY SEWER........................................SS 111n SERVICE .................................................... SERV TOP OF CLEAN-OUT.................................TOC (*) ACCESSIBLE PROP. STORM DRAIN 4 STANDARD 1- VAN EX. WATER LINE --- ----W- ----- EX. SEWER LINE .----. .-__.S...-__ ..____. PROPERTY LINE k_' RIGHT-OF-WAY --- R74W--- CENTERLINE AND STORM DRAIN PLANS PM 37207/SDP2016-0005 L_, PA -R- K !� , -PARKING VFR�_ .� C OT 1 :LOT 2 f `+ ___3 SHEE„ M11,18ERJ JL (TYPICAL�� .„ Mrs` e T: Z" SHEET INDEX MAP 200 100 0 200 400 600 TITLE SHEET 111n (*) CONFERENCE CENTER PARKING LOT 1 - 43 SPACES OVERALL (*) ACCESSIBLE PARKING - 5 REQUIRED, 4 STANDARD 1- VAN BUILDING OFFICIAL *DISTURBED () SCALE: 1"=200' CITY OF LA QUINTA PARKING REQUIREMENTS (LOT 1) SHOWN ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL TITLE SHEET 111n (*) CONFERENCE CENTER PARKING LOT 1 - 43 SPACES OVERALL (*) ACCESSIBLE PARKING - 5 REQUIRED, 4 STANDARD 1- VAN APPROVED FOFR�PERMITTING (LOT 2) PLANNING &�f.Z/�/O�NING COMPLIANCE SHOWN ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL TITLE SHEET 111n �/ IL(G4ia� (L�7/2D 70 AJ OR ET GA -'� DATE CHERI FLORES DATE BUILDING OFFICIAL *DISTURBED () PLANNING MANAGER 6 PROVIDED (4 STANDARD + 2 VAN ACCESSIBLE) CITY OF LA QUINTA 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIOS NECESSARY TO CITY OF LA QUINTA EV READY PARKING - 20 REQUIRED, 1. ALL WORK SHALL BE DOPE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AM LATEST EDITION OF THE STANDAR) SPECIFICATI05 FOR PUBLIC WORKS OOSTRJCTICN. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBF FOR SATISFACTORY Q'MPLIACE FOR Al CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES ANI PERMITS MAY BE REQUIRED. 3. THE CONTRACTOR STALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR ORB GOVER41NG AGENCIES. 4. THE CONTRACTOR SHAT NOTIFY THE CITY OF LA QUINTA RELIC WORE DEPARTM24T 48 HOURS PRIOR TO ANY (TRADING, BUSHING, OR CLEARING AND EACH RASE OF CONSTRUCTION AT (760) 777-7048. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SNOW) IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR 94LL DETERMINE THE: EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WDM. THE CONTRACTOR AGES TO BE FULLY RSPONSIBE FOR ANY AND Al DAMAGES WHICH MILT BE OCCASIONED BY HIS FAILU€ TO EXACTLY LOCATE AND PRESERVE ANY AND Al UTILITIES. 6. THE OJNTRACTCR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL [REGULATORY, WANING AND GUIDE SIRE. 7. THE CITY ENGINEER SNL Al'iiQVE THE DESIGN AM INSTALLATION OF ALL STREET NAME SITS, TRAFFIC CONTROL SIDE, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MAKERS TYPE AND LOCATION. B. THE CONTRACTOR 9-WLL NOT DISTURB EXISTING SURVEY MOHAEMS OR ETCH MARKS MTD ON THE PINS, OR FOUND DURING COSRUCTICN. REMOVAL AND RFLA(EMENT 91 DE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NAGR BELOW 33,966, OR A LICNSED LAM SURVEYOR ONLY. 9. CONSTRICTION OPERATIONS AND MINIETNNCE OF EWIRENT WITHIN CTE HALF MILE OF HAM OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TILE PERIODS AS FOLLOWS: OCTOBER 1ST TO ARIL 30TH MONDAY -FRIDAY TOO AM TO 5130 RM MAY IST TO SEPTEMBER 30TH MONDAY -FRIDAY 6:00 AM TO 7:00 PM WORK SHALL BE RmHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, OR WHEN ACTIVE Wall IS NOT BEING DQE, UNLESS PRIOR &M-CRIZATION TO D SO IS GWNNTD BY THE CITY ENGINEER. M LAE CLOSURES SHALL BE PERMITTED OR ALLOWED UN ANY CITY STREET BEFORE 8 30 AM AN) AFTER 3:30 PM UNLESS AUTHORIZED TO DO SO BY THE CITY ENGINER. 10, ALL TRAVELED WAYS MUST BE CLEANED DAILY OF Al DIRT, MUD, AND DEBRIS DEPOSITED UN THEM AS A RESULT OF THE GLIDING OERATIOJ. CLEANING IS TO BE DINE TO THE SATISFACTION OF THE CITY ENGINEER. 11. ALL COSTRUCTICN AREAS S -AL BE PARRY P09M AND LIGHTED IN CONFORMANCE WITH CALIFORNIA THE STATE MANUAL OF WARNING SIM, LIGHTS, AM DEVICES FOR USE IN THE PERFORMANCE OF WORK URN HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1 -ACRE MUST OBTAIN A NATIONAL POLLUTANT DISOI ELIMINATION SYSTEM (N3ES) PERMIT. OWNERS/OEVELOPFRS ARE REQUIRED TO FILE A NOTICE OF INTENT (ADI) WITH TIE WATER [RESOURCES CONTROL BOAR (Sill PREPARE A STORM WATER POLLUTION PREVENTION RAN (9'PPP), AM MONITCRING PLAN FOR THE SITE. THE NPOES IS A NATIONAL PROGRAM TO CONTROL NNHPOINT SOURCE POLLUTANTS GARRIED BY STORM WATER. THE PROGRAM IS ILPLBENIED AND ENFORCED BY TIE MO. OWNER/DEVELOPER SIGNING AND STRIPING NOTES SILVERROCK DEVELOPMENT CO., LLC 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING 3551 FORTUNA RANCH ROAD PLANS. ENCINITAS, CA. 92024 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARRING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BY (760) 634-6543 FHWA. 3. ALL WORK SHALL BE DOE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF LA QUINTA STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. 4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE. RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PRIOR APPROVAL FROM THE CITY ENGINEER. EARTHWORK QUANTITIES 5 TRAFFIC STRI AND All 84-3, ENTITLED PAINTED TRAFFICHSTRIPES ANDBE IED IN TWO COATS PAVEMENT MARKINGS, ITH AS SPECIFIED INDTHETERIAL STATE STANDARDCOATS SPECIFICAATIOS. THERE SHALLD SHALL CONFORM TO SBETA� RAW CUT: 1200 C.Y. MINIMUM OF 7 DAYS BETWEEN THE APPLICATION OF THE FIRST AND SECOND COATS, STRIPING SHALL BE FULLY APPLIED, INCLUDING DUAL STRIPED PARKING STALLS WITH RADIUS ENDS, LEGENDS, ETC. PRIOR TO INITIATION OF THE FIRST COAT WAITING PERIOD. RAW FILL: 0 C. Y. 6. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UN -ESS APPROVED BY THE CITY ENGINEER. NOTE: CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE 7, WHEN STREET IS CURB -LESS OR WHEN THE CURB ALIGNMENT PROVIDES AN UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL USE STATED QUANTITIES. THE QUANTITIES SHOWN HEREON ARE FOR CENTERLINE CONTROL POINTS (ON 50 FOOT CENTERS-I.E. STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A LICENSED SURVEYOR OR COST ESTIMATE PURPOSES ONLY. CIVIL ENGINEER AS A BASIS FOR STRIPING LAYOUT. 8 ALL TRAFFIC STR-}PING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE CONFLICTING AS A RESULT OF THE NEWLY INSTALLED WORK PARKING REQUIREMENTS (LOT 2) LOT AREA SHOWN ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL TITLE SHEET SIDEWALK ADA PATH OF TRAVEL GROSS AREA = 6.95 AC. AND SLURRY SEAL SHALL BE UTILIZED FOR BLACKOUT ADJACENT TO LANE LINES. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE (*) CONFERENCE CENTER PARKING LOT 2 - 200 SPACES OVERALL SERVICE YARD EMERGENCY VEHICLE CITY ENGINEER. ALL REMOVALS TO BE PERFORMED TO TIE SATISFACTION GE THE CITY ENGINEER. *DISTURBED () ACCESSIBLE PARKING - 6 REQUIRED, 6 PROVIDED (4 STANDARD + 2 VAN ACCESSIBLE) AREA = 695 AC .. 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIOS NECESSARY TO (*) EV READY PARKING - 20 REQUIRED, 20 PROVIDED (SEE ELECTRICAL DRAWINGS) SOILS ENGINEER PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY (*) CLEAN AIR / CAR PARKING - 22 REQUIRED, 22 PROVIDED '�/� 'A' DATE REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OF HIGH-POWERED VACUUM. (*) SHORT TERM BICYCLE PARKING - 14 REQUIRED, 14 PROVIDED (SEE LANDSCAPE DRAWINGS) REINFORCED CONCRETE TE PIPE (RCP) SCONFORM TO APRICA13LE ASTM AND CALTRANS 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFG14AING TO SECTION 203-8 OF THE UPASANI, GEOTECHNICAL ENGINEER DATE io DWG. NAME Palm Desert, CA 92211 STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED JULY 22, 2020). Phone: (760)346-7481 MBAKERINTL.COM R.C.E. N0. 49418 EXP. 09/30/22 SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO SLOPE El DECORATIVE CONCRETE DAYLIGHT LINE TITLE SHEET SIDEWALK ADA PATH OF TRAVEL - - - - - - - - STORM DRAIN PLANS AC PAVEMENT PCC CONCRETEPLANTING 7 SERVICE YARD EMERGENCY VEHICLE MM AREA PER ACCESS PAVING GAS AC PAVEMENT LANDSCAPE PLANS UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY CONCRETE PAVING DRAIN NOTES SOILS ENGINEER TELEPHONE AT FIRE ACCESS ROUTE PCC GOLF CART PATH '�/� 'A' DATE PER LANDSCAPE PLANS D.G. LANDSCAPE MATERIAL 2" THICK ELECTRICAL 1. PCC CONCRETE El DECORATIVE CONCRETE 1 TITLE SHEET SIDEWALK PRECISE GRADING PER LANDSCAPE PLANS STORM DRAIN PLANS 6 PCC CONCRETEPLANTING 7 SECTIONS, DETAILS, AND CONSTRUCTION NOTES AREA PER professional. GAS SHEETINDEX SHEET No. DESCRIPTION 1 TITLE SHEET 2 & 3 PRECISE GRADING 4 & 5 STORM DRAIN PLANS 6 HORIZONTAL CONTROL PLAN 7 SECTIONS, DETAILS, AND CONSTRUCTION NOTES SPECIAL FIRE NOTES: ACCESS FIRE DEPARTMENT EMERGENCY VEHICLE APPARATUS ACCESS ROAD LOCATIONS AND DESIGN SHALL BE IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE, LA QUINTA MUNICIPAL CODE, AND RIVERSIDE COUNTY FIRE DEPARTMENT STANDARDS. 1) CERTAIN DESIGND AREAS WILL BE REQUIRED TO BE MAINTAINED AS FIRE LANES AM WILL REWIRE APPROVED SIGN AND/OR STENCILING IN RED WITH CVC 22500.1 CONSPICUOUSLY POSTED. 2) VEHICLE ACCESS GATES SHALL BE PROVIDED WITH KNOX BOX, PADLOCK OR KEY -SWITCH ACCESS. AUTOMATIC GATES SHALL ALSO HAVE OPTICOM IR RECEIVERS. 3) APPROVED STREET SIGNS SHALL BE INSTALLED AND VISIBLE. 4) NO TRAFFIC CALMING DEVICES SHALL BE INSTALLED. PAVEMENT - WATER LANDSCAPE PLANS 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER 2C0' �•qV or alleged, in connection with the performance of work on this project, excepting TRUNCATED DOMES CRUSHED STONE PER INFILTRATION FACILITIES DURING CONSTRUCTION OF SIBSEQIkNT IMPROVEMENTS. liability arising from the sole negligence of design professional. GAS SOUTHERN CALIFORNIA GAS (760)341-9581 LANDSCAPE PLANS UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY STORM DRAIN NOTES SOILS ENGINEER TELEPHONE FRONTIER 1-800-483-4000 PCC GOLF CART PATH '�/� 'A' DATE D.G. LANDSCAPE MATERIAL 2" THICK ELECTRICAL 1. REINFORCED CONCRETE TE PIPE (RCP) SCONFORM TO APRICA13LE ASTM AND CALTRANS ALL GRADING SHALL BE IN CONFORMANCE WITH THE SOILS REPORT NO. 8227-04, DATED: OCTOBER 29, 2019 (REVISED UPASANI, GEOTECHNICAL ENGINEER DATE io DWG. NAME Palm Desert, CA 92211 HIGHWAY DESIGN MANUAL STANDARDS AND SHALL BE UTILIZED WITHIN THE CITY ROW. RUP JULY 22, 2020). Phone: (760)346-7481 MBAKERINTL.COM R.C.E. N0. 49418 EXP. 09/30/22 TITLE SHEET SHALL BE SEALED WITH NON -SHRINK GROUT THROUGHOUT THE INSIDE CIRCUFERENC:E AND AT PREPARED BY: LOCATED WITHIN SW 1/4 OF SEC. 5 W A. NE W SE 1/4 OF SEC, 8, T.6S.,R.7E., S.B.BA M. Q 0 DATE THE TOP k EXTERIOR CIRIAFERQJC£. GLOBAL GEO-ENGINEERING, INC. APN FLOOD ZONE TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 2. STORY GRAIN MANI RINGS " COVERS SHALL BE "ALHAMBRA FOUNDRY A-1497"OR 3 CORPORATE PARK IRVINE, CA. 92606 DATE JUNE 2020 R E V I S( O N S MICHAEL TYJAAN RCE NO. C43090 EXP. 3/31/2022 EQUIVALENT PER ASTM A-48, CLASS 35B IRON, DIPPED TWICE IN ASPHALT OR COAL TAR 949-221-0900 FEMA FLOOD ZONE X. OIL (AC INSTALLATIONS), GALVANIZED LIDS t RINGS (CONCRETE 07 u 777-050-012 PANEL 2242G INSTALLATIONS), HAVE 30"MINIMUM CLEAR OPENING, AND BE STAMPED SD•ON COVER. 777-050-031 777-050-036 3. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE SOI GINEERIS CERTIFICATE 777-050-045 CONTRACTOR IN ACCORDANCE WITH THE LOCATION AND FREQUENCY REOUESTD BY THE CITYS "" x.., 777-050-065 INSPECTOR OR AS DETERMINED BY THE SOILS ENGINEER THE )At '' ORM WITH THE RECOMMENDATIONS OE:, M50,11I RT JOB NO. 8227-04, UTILITIES/SERVICES 4. STORM DRAIN FACILITIES SHALL BE CLEAN OF ALL DEBRIS PRIOR TO CITY ACCEPTANCE. DAT D 2019 (REVISED: JULY 22, 2020) �Rj a Indemnify and hold design professional harmless from any and all liability, real WATER COACHELLA VALLEY WATER DISTRICT (7601 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER 2C0' �•qV or alleged, in connection with the performance of work on this project, excepting SEWER COACHELLA VALLEY WATER DISTRICT (760)398-2651 INFILTRATION FACILITIES DURING CONSTRUCTION OF SIBSEQIkNT IMPROVEMENTS. liability arising from the sole negligence of design professional. GAS SOUTHERN CALIFORNIA GAS (760)341-9581 IMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY 10/21/2020 SILVERROCK RESORT - PA 4 TELEPHONE FRONTIER 1-800-483-4000 FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, '�/� 'A' DATE OF 7 SHEETS ELECTRICAL IMPERIAL IRRIGATION DISTRICT (800)303-7756 A PERFORMANCE TEST DESIGNED TO aEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF MOHAN B UPASANI, GEOTECHNICAL ENGINEER DATE io DWG. NAME Palm Desert, CA 92211 CITY ENGINEER TIE FACILITIES. Phone: (760)346-7481 MBAKERINTL.COM CABLE T.V. SPECTRUM (760)340-2225 APPROVAL BY CITY OF LA OUINTA BENCHMARK: BASIS OF BEARINGS: CIWC)Ft auINTABMiW30-Dewripuon:1112•COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED D o MONUMENT STAMPED °LS -98°, FLUSH AT THE CENTERLINE ECTIONOFAVENUE sn AND JEFFERSON STREET. ELEVATION = ELEVATION 546]' (NAVD88) UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY SILVERROCK RESORT - PA 4 1 INTERNATIONAL '�/� 'A' DATE OF 7 SHEETS ~ DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG %YOU DIG ELEVATON=8216' NGVD29) PROJECT ELEVATION AT BM IM30 (To obtain Project ElevaGonc in NAVD88 Datum, Subtract 1.564' Lam Rte elevations shown). BY THE LINE BETWEEN USCII STATIONS LA QUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD), (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH io DWG. NAME Palm Desert, CA 92211 CITY ENGINEER Phone: (760)346-7481 MBAKERINTL.COM R.C.E. N0. 49418 EXP. 09/30/22 TITLE SHEET LOCATED WITHIN SW 1/4 OF SEC. 5 W A. NE W SE 1/4 OF SEC, 8, T.6S.,R.7E., S.B.BA M. Q 0 DATE BY DESCRIPTION APP'D DATE TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT (To obtain Project Elevations inNGVD29,Add SuBitotime elevations shown). ELEVATION = 3.903' 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS BEING N. 40" 1 fi' 30.20"W. CHECKED RV DATE JUNE 2020 R E V I S( O N S MICHAEL TYJAAN RCE NO. C43090 EXP. 3/31/2022 APPLICATIONS OF ASPHALT SEALANT. 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIRS", AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZD SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 2003 MITCD. ALL SIRS SHALL BE MOUNTED WITH THEFT/VAMAL-0ROOF FASTENERS. 12. PER GOVERNMENT CODE SECTION 4216, IF THE WOW IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHAD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUCI SERVICE ALERT (U.S.A.) AT 1-800-422-4133 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. 13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 14. STEEL SIGN POSTS INSTALLED ON CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD POSTS ARE NOT TO BE UTILIZD FOR PERMANENT SIGNAGE INSTALLATIONS. BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THE TRAVELED WAY OR IN TIE 20 FT. CLEAR ZONE OF THE ROADWAY SHOULDER. PAVING NOTES 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN RACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO TIE CITY ISSUED BY THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND) FACILITIES HAVE BEEN INSTALLED AND ACCEPTED. 2. A SEPARATE PERMIT IS REQUIRED FOR ALL EXCAVATIONS WITHIN EXISTING ROADWAYS AND TRAVELWAYS. LANE CLOSIAES AND DETOURS SHALL BE POSTED, DELINEATD, AND LIGHTED IN CONFORMANCE WITH THE CALTRANS "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WOR ICES" 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 MIX DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE); PG 70-10 BASE CORSE (LOWER COURSES): PG 70-10 THE WEARING COURSE SHALL BE A 0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. 4. MIX DESIGN) REQUIRED: SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL, A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS 9" AS AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA), AIR VOIDS, AND S -VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. TO ENSURE TIMELY APPROVAL, THE CONTRACTOR/SUPPLIER IS ENCOURAGED TO REFER TO LA Q INTAMS DESIGN MIX APPRDVAL CHECKLIST (FORM F082) TO ENSUE ALL REQUIRED LAT TESTS ARE PERFORMED, CERTIFIED, AND SUBMITTED FOR REVIEW. 5. A TAC( COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES, AND THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE 'SS -1H" CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLONS/YARD. 6. NEW IMPROVEMENTS THAT JOIN EXISTING IW%VE ENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN TIE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAW CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANING, AS NEEDED. 7. ALL MANGLES AND VALVE BOX FRAMES SHALL BE ADJUSTEDTO FINAL GRADES AFTER PAVEMENT INSTALLATION IS COMPLETED.8 THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS FOLLOWS: "S" FOR SEWER, "G" FOR GAS, AND "E" FOR ELECTRICAL POWER. APPROVAL BY CITY OF LA OUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET GRADING PLANS MichaelPRECISE 1 SILVERROCK RESORT - PA 4 1 INTERNATIONAL '�/� 'A' DATE OF 7 SHEETS ~ 75-410 Gerald Rom Drive, suite too McKINNEr CONFERENCE AND SHARED SERVICES io DWG. NAME Palm Desert, CA 92211 CITY ENGINEER Phone: (760)346-7481 MBAKERINTL.COM R.C.E. N0. 49418 EXP. 09/30/22 TITLE SHEET LOCATED WITHIN SW 1/4 OF SEC. 5 W A. NE W SE 1/4 OF SEC, 8, T.6S.,R.7E., S.B.BA M. Q 0 DRAWN ORRI KE DESIGNED ORRI KE JOB NUMBER 1e11T8 FILE NO. 10/18/20 SCALE qs NOTED CHECKED RV DATE JUNE 2020 FOR. CITY PROJECT NO. PG2019-0020 MICHAEL TYJAAN RCE NO. C43090 EXP. 3/31/2022 s 07 u CONSTRUCTION NOTES 3 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (SEE HEREON FOR WIDTH) PROTECT IN PLACE EXISTING SPECIFIED ITEM NOTED ON PLAN 14 CONSTRUCT FINISH SUIRFACE PER LANDSCAPE ARCHITECT'S PLAN. SEE PAVING LEGEND FOR TYPE. _ " /( CONSTRUCT 6" CURB PER CITY OF LA QUINTA STD. DWG. NO. 210 18 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD.DWG. NO. 250, CASE "E" 3O CONSTRUCT 6" CURB 8, GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201 19 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD.DWG. NO. 250, CASE "B" MODIFIED -------------- 22 tr EXSTORM 36" RCP ® CONSTRUCT 2" THICK D.G. MATERIAL PER LANDSCAPE PLANS (LEAVE DG AREA 2" LOW FROM FINISH GRADE) 20 INSTALL TRUNCATED DOMES PER 2019 DEC REQUIREMENTS RM DRAIN PER DETAIL "A" ON SHEET 2 21 -�+- _ •t O REMOVE CITY OF LA QUINTA BARRICADE AND MATCH EXISTING IMPROVEMENTS A- _ _ -� 23_ "{' © CONSTRUCT 4' WIDE VALLEY GUTTER PER DETAIL SHOWN ON SHEET 7 0 t F.-3 _ T- 22,1711- ----W--- rn t -� _ ST O RCP `�' - _ - _-��' 22 INSTALL ACCESSIBILITY PARKING SIGN (R100B) AT SITE ENTRANCE AS PER DETAIL 12 ON SHEET 12 22.08 �' F- DRAIN �'• `" T. EASEMENT FOR O CONSTRUCT 3" A. C. PAVING OVER 4.5" CLASS II AGGREGATE BASE -Vr 21 77--- _. �� - �_ nFUBL1C UTILITIES 10 CONSTRUCT CURB CHANNEL PER DETAIL SHOWN ON SHEET 7 ®INSTALL CROSSWALK STRIPING PER CALTRANS STD. PLAN A24F, TYPE "CONTINENTAL" 21,69TC -,.,z R/W�_ INT 4 WIDE DOUBLE WHITE STRIPE PARKING STALL LINES PER DETAIL CEJ SHEET 7 25 PLANTING AREA PER LANDSCAPE ARCHITECT'S PLANS - - ._�� PA 2� - CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD.DWG. W. 250, CASE "A" }q . «'U �.• , -. v1 w�� 12 INSTALL ACCESSIBLE PARKING SPACE SIGNAGE AND MARKINGS PER DETAILS SHOWN ON SHEET 7 18 0 _ 28 INSTALL FIRE LANE MARKINGS PER RIVERSIDE COUNTY FIRE LANE REQUIREMENTS, FORM 11, FIGURE 4 EXIST. 10' CVWD EASE A �" �. - j1' ,. R/W `"`="'�•x=.- - --- _vIL 25 _. ,`"..._ EXISTING 18° DIP WATER PER PA MEN7 I 1{ �("1 -" •1 �'" - - - 5 - SILVERROCK WAY CONCRETE OVER COMPACTED NATIVE BASE DEL MAP M0. 37207 --- ✓"i '-` .... • ,'- - _ PMB 242 7 _ t[' 0 4 C�`!� S `` —IMPROVEIENTPPLANE 29 (FORT EMERGENCY HVEHICLE ACCESS)„ 2-87 ,r t `'� �„�, -r-- 1[ 1 �I \k, �- ~``\.-- ISTING 10" PVC SEWER 30 PAINT OVER PAVEMENT RED STENCIL "FIRE LANE - NO PARKING - CVC 22500.1" PER RIVERSIDE A -::,. _ 4 - °o' 22. 15 �.� "" "^''"° «. 1� "� a' r "•R/ h +- _. 5 "--r `� \IN PER SEPARATE SILVERROCK WAY COUNTY FIRE LANE REQUIREMENTS FORM 11 F c, 'gSW •�. .",% o_ TS W *" ` �..' PRO.V[=HENT PLAN TYPE NOTED ON PL s 23.46 TC v r`., 1 13 v/ 23.71 23.57TC """'.+.. QF -h O1 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 7 (SIGN AN) 23.13E 10' 0.9% o ' , TO 22. 74FL 22'1¢ BSW;;LMA EXIST. SECTION LINE 32 CONSTRUCT 4.5" A.C. PAVING OVER 5.5" CLASS II AGGREGATE BASE �., `.o "- 23.15TC_ _ FL LOW PT.-- 22.812FL 2 4, 29TC`0. (TYP) 10 23.94TC y U--' 22.46 33 PAINT 4" -WIDE WHITE STRIPING FOR DROP-OFF AREA, PER DETAIL ON SHEET 7 3 - C I. 23"g4FS 24 16 BSW 13 x' 4-. „," "+ -1g®CONSTRUCT 6° CURB &GUTTER PER DETAIL "B" ON SHEET 2 k 9 f 56' ,$. ,,.3. 9T j�'S%'c�� 23.66FS ti. 1'"'r ,°„„m -� F R 65 - -r...•V ` - \ - b f L '- � we 22.76 • ER DOC k ,k o n w ) .5% 24. BSW ",,,, N0. s. .� 3gr +.„ �. 4„ CC& 1� v 2019-0464680, RE C' D,k' 24.9> a A 2 •t : N "' �� `o' 3 ae 23.88Fg t " ` ` _` ` - 11-2818 24. rCr`7 3 o `y a "-i (TYP) N m "� to O. $ (TYP) 23" Nl ",4 �.... \ 7q C ti "!i 29 rG 1 2 5F5 ' rc !o 10 06 BSW w ` ....� S _ 4 n 2 <y roI :� B7 r� ?4 FS . W .I 3 8 TC 4 v N n TYP) :N ae 24.59rC r""` w ?4. 4) _ w 24. w ( w ti 24.5 N R` o n 4 3 "V% . 24. Q9� ___ - - _.__. r dr _"`« - _. l_ f7g- Z5.08 Q,* P -'� - - - 35 N S / • .. ZS Og c p A• 1 S4,g 455? rC 25. 12i (TYP)r (TYP) 24 77P 'v v i/(TYP) /iNN ae o� 24.31Fg 4 BSW �... wfq Cl C ,°p.... \ \ 24 2 24. 13 T-1 , k\ r,.. 2,3. _ \ t \ .. `�,.,.� \ ®12 a 1 FS 2 24. 2S 25. C (TYP) g 27Fg 4 / p, y 03r ^� 23 s2T" N h % b a.' 62F ST S \ 24.7SFS 4 2 25. '97FC ryi rn "� o o53F66-..i,WA ti .r 0 URB 1'8% 24 39TC (TYP) 23` DI \ f x.25 �\ (TYP) 4 k- „' 77 C 25. TYP 25, " i TYP 10 25 9g 85 "" 4 18 20 00 4 6" HIGH/ /_�® _,24,6 T 3g 25.57r ( ) ]7? `vN, ( ,- u/`i e.v .2 W ® ?624.$ TC 0.>% 2S, 02F0 4 2 24.82FC 4 / ti rn/ 24.24TC 7S a .-i qg,..,• \ �{-.LSP) 34 m �5. $g TC gFC \ S 25.64 TC S `y/rycs 2496E _ "'"_co h m 4F 6 s "� m 0. 5 TC °xxs , M S Y 26 r WQ% 20F8 / - 38F - - (TYP) 25. 14F :o ?S.3 N ` 1 n 25.6 S .a. t .� \ 18 20 \- yr \�' > s�(ly' 2g C L.. ,<� (TY ) L f 25;.6p S w. 2 BTC N / (TYT') i ^-� n 2rC _ `2 �.,,,,, (J/ , • V 26 06T rC g g 34 25. L CC 12FS 2S SS 22 "ex C s ® too r 2s 5.81 /25. g "' 2S.25FS 2 `� ^ v °o'.) ! A / 2S TC °j�. r. 1FL ti b 16 w . gS F8�� 19' ITC o' 2S 2S v, v 3 j l o OSF o 25.31FC 2S: 93TC 2S 4 ?S 87TC 25 51TC `� N / y� 0 C 21 .>6 rC, .37FS 02F5 4' (TYP') ,v>o o -' r•"' 24 s v� ,`.�. ti� : (T P)5'9gFL.: 26 2FS/ (TYP) 2 -_ 34- vj 25 89 C-25.26FL � 9jrC p, 4$ 26 pOrC (TYP) 2 /� N' ti� 4 ^e ?3 6¢F C , e6 B W a 0.6 0 y: /y ,. � ° l :. 4 - . 1g 6 (TYP) �_ TC S.4 �v 5.5 ?5 v� S \� ' ,.1k,6 £: ��,1 r 6 -_,<;i v 25.6 TC 0.6;Z Z5_'21rC /- IF OFg 2 (TYP) .g1TC / 2 S i"r 13 N!'+.:, 2> i,r 2 f a �¢-' t� 11 (TYP) 8FL A >1F5. i ?6 2541E 25.IppTC ?4 1gTC„ a `... a;� 'T_YP) 11 (TYP) : 34 126.0 4 25..' 12TC S 24.50F - 7 3 g`1FC ) 4835�C �> '' i �/Q7•.. %B 213M 34 - 26.3>TC 4 '2S 1 r� 2 ` (TYP..5BS? T ar 24 2CURB.' 26. �� l 2668rC•TYP) m `V�TYP) Y 25.8�FL IFS) -`_-� : _ 26` 18T 0 25(TYP) 26.56? p 26. STT 19 • 2S. $ TC C 6 9S3 4 387C 0 S 19 26. C S$ 26. C T>' 71 TYP 2>, 4rC A p2FS _ '-� X26 26 21T (TYP)"... ?6.84FS _ 26, 63T-AIYP). -34 3SrC 4 25, TIES 32 23 89F 8pT ce 26,7 2 C, _ 25. C 21,0 - 11 (TYP) N� 34 i 2s 4TC 4 6. 1,c 2 T P "`=� 26. ws `, 2 S 24 OT 'ti o `� TYP 24FL S� 2 ( ) ,.14 jC 1. pg ^�) 24::fi1. '60Pg• , a ( _ ?6. >7 6'73TC _-rte_ 11 (TYP) 2564FL �� (TVP)'>a 24>t:1 2. �� oN J(J i 507C 2>. 27 9 26 27 TC 26 ' 9 D( 25 20 2 1 _7 (TYP) �� -2> OpF 1gTC 0. 19T o, FL _ _ 4-8 33rm 24 V �.,._.._-__-_ -- Q__ •{ r /.. - l �._ } _ 2> 2>, 36.(-TYP) 26 9gTC 4 26.33FSez 0 5 I YP). 2 •: ti , ,: . - - m l 34 r .3 TC, 4 ae 3, S e. vi %' t, ti Q i'.,= »xy., 4 :26 �$ 2>. >g rC--,(TYP) 0 2g STC 26. g6Fs ;r 2 -_-_ (TYP)i' ��Fj___-_ 26 26. �•, ro '�,Z .p \.. I ti w rr (TYP) �85FL o 96 91T (TYP) 11 \�^ S2 C , ... 2> 4 S ! �_.. '�� _7 - 27 27.42r -� 26, 46F �$ ?6' 41F _ " N 6.41 rF, \ tl 28F 2 J / TC 4 0. C , , 2 -0 N /n ti� C idC<. , 24 .30 •7 '30r•;'a 1 27. g6 m-__�`. 2>. p2FTC ?6, g2FS \__ i C__ S 26 /TYP �'.N ?591FS vi ��36F C C j �T YP) .:: -_- 34 / 27. 1¢ 26. 86TC1 �- ) , rn 2. `N `" '/ , .i'...� t,i �\`s __ \� 34 2>. 4grcC �� (TYP) 2s.64FLc 4 3sFs z M% ze.2sTc PAVING LEGEND r"5`•'• ",62F�.: 2ff. "':'a ?> § 28.p t---(TYP) - ,?> 6grC :.' 4 26.9gF i 2 �__\_ 26 / _ 26 22'' it (TYP) 2s_7 a ZV a ,".. - T 99F 2rC l (TYP �.- 7 S r - - r "mow " C 4 2>:5 i 2 ) �BFL % ..., 9g TC 0 021 ° � SFS d6 z (TYP) 30 "34 26;03TC 2FS/ -. _.- 2�;63rC p 2>,SSTC \h �, 2649FC �� 2652FLC 1^7� 2 (TYP) 26' �.'6 5� AC PAVEMENT 2 �z 28. ?7. 13 27. pSF ` rG tgal N . ni. ' (TYP) 616rC 1 FL s ! 0 27 15r 2>.a2r` J.. "' 2$$' 6FS __ -_ l / 21. T { _jTYP) 34!26.65 Q (TYF') "2 2>,3 C AC PAVEMENT 3 2 rC C `-1 O .4 28 - 34 .80 27 Cl N� ,._FL 2FS ^i� r o -----/(,TYP) --\ fi,�.$ ; ;..3� AT FIRE ACCESS ROUTE o 13 : ,„,NJ. 2>. g- S 32 34 302 C 3jT (TYP) t 27, TC 4 '11FS/ 2��_� (T) N 43FL $ 7 - `,l 4 t =, .', 9F 34T 27 C l - 30F _ n 31 28 `-t ;t R ,.. (TYP) • (TYP) 84F .. " 4 '81FS 2 -- - �, `-__(= 27 2> (TYP) �.. i 4j t' t=t T 20k •..A, Io- ,' _ =k �t .. , `. C -.. " l 28 / m 27C 0.6 27.86rC a g' \>`��_ t,s,e 28 0 5% PCC CONCRETE t i TYPE 1 G 2 ,28, P ? -* I24F ~'� .76 27 C ¢�_. TY E:�1�31 i'nj _ 'S9FC \_ .96 ! SIDEWALK �w ' S•?r . .. �•�� =t LI 0» 33TC O. S.i A,SSfNG .,',.�,' „ 8„4>I� 0, 5; 2> 33TC l- C': 21 71T \� ee ' 27 27 TC ` / :,.-: a„" *„" / •.V "„ 28 gpr� F„ ,�_ 2g g . ' fR ROP OF 21 g7FC 1 83Fg /; l 2 GB 2165 YP) ^/ -.�- S 27 3T F _ GB SFS #t,., :, 86 •, 30F 28. C, 2$ 28 (TYP) 2 �. "� 28863 27.99TC �'TRUNCATED DOMES ('TYP) 34 „ .- 32 3SrC - 2>, 43 4 TC (TYP)- FC 7 278 t 2 .g r ITC �7.37Fg CONCRETE PAVING o_ � � -3, I„ z 9 `O CF'..T N "`" .2 d ,?Zg;� .� ` � ! ?2 g9FCC •. 0; 5$ 2>. BgFS -._2 _%/TYPI ,..v Y L'J-._" 28..37TC �Ni � n \1'a (7� PER LANDSCAPE PLANS ADgT A .' =q j.S:.a ol, -34 2 8B 9TC F(_ 2 . 26' (TYP) ??.53FLC 8.58TC S o �� U?' \�_�:`� r;• V PA ,28.4gFs 20 167C , 28 4 9FS 32 28.08F5 27 N N ' J " .� t 'N i DECORATIVE CONCRETE ao MA 22 O PER LANDSCAPE PLANS 87F F 'GB TRA VEC �9 28'41? 8 rG 0 CF C S , ?• '`,. .., -. L . 8 S2TC - 27 91FS (TYP) 2 27, j "TC ' ('TYP) 2 PLANTING AREA PER j " p2FC S m w� o o 2,9f F 28.8 __ s t LANDSCAPE PLANS w C �r ,49Fg x 8i.�' ♦?YP) 34 27 32rC 28 2 (TYP) u, c' o 2FsCRUSHED 5y v<c I0 k9t 5 1S% LANDSCAPETPLANSONE ER w 2" D.G. LANDSCAPE MATERIAL �L 3 D G LANDSCAPE �1 OVER NATIVE, REFER TO "� "� 3 \;; w o '� LANDSCAPE PLANS FOR MATERIAL TYPE SFF = �;�3 0 .�TYT') 9 9 �'� MATERIAL 2" THICKLLLJ M SNF? s , 29 22 z y "I F �r 2.0' (I- I -I I I I "-� ` •, S S 2a H 229.10 8.60FS up n YP) 2 `., �^ �J J 1-1 1 1� " 6 L� 1� % GRADED NATIVE SOIL SEE SHE 4-5 FOR STORM ! 4 " ', 32, 91A3T.. Zy N N k; l' �,'LJ opo% DRAIN IMPROVEMENTS 2a 3Fs DETAIL A - D.G. LANDSCAPE D.G. LANDSCAPE AREA LIMITS PER PLAN �-� 29:35TC' NOTE: CONTRACTOR TO LEAVE THE FINISH GRADE IN THE DG AREAS LEGEND �,` "2b 85FS._ 2g 1{j , ?gOBrC jp: z DETAIL 'i - CURB FLAT PAN 2" LOW IN ORDER TO ALLOW FOR THE DG MATERIAL PLACEMENT. �- 28 6pFs ? 0. gFs A 34 v ..... ADA PATH OF TRAVELof 20 10 0 20 40 60 CURB PER CITY STD. 210 (MODIFIED) FOR FLAT PAN ... ACCESS TO BUILDING SCALE: 1"=20' '" Z D��^ BENCHMARK BE SIS OF BEARINGS: APPROVALBw cITYCELAouNTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET u�lt MlnoFtaowAMPEDNTA Be U398' FLUpHATTHE ECENTERwELD THE PARINGS SHOWN HEREON ARE BASED Michael Baker o MONUMENT, STAMPED AVENUE 54 AND F RSON STREET. QgoFES8/pyoPRECISE GRADING PLANS INTERSEcrlorvoEAVENUEs4ANDJEEEERsoNSTREEr. UPON THE CALIFORNIA COORDINATE SYSTEM, FO ! � v ELEVATION =541(NAVD68) CCS 83, ZONE 6, AS DETERMINED LOCALLY $ ��YEt 7T` Fyc SILVERROCK RESORT - PA 4 % DIAL TWO WORKING ELEVATION =1216-BGv029) BY THE LINE BETWEEN USC&GS STATIONS LA w I N T E R N A T I O N A L QUINTA CS2005 (P491) AND COLLEGE OF 75-410 Gerald Ford Drive, Suite 100 OnTE�1-0"Z� OF 7 SHEETS BEFORE DAYS BEFORE PROTECT ELEVATION AT BM N430 ¢ No. c4aoso n B McKINNEY You DIG y You DIG oodamPmlectElevations loNAVD98Daum,soNaat 54 THE DESERT (COTD), (POSITIONS PER Palm Desert, CA 92211 CITY ENGINEER CONFERENCE AND SHARED SERVICES DWG. NAME from me elevations shown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH s 0 In i. v Phone: (760)346-7481 MBAKERINTL.COM R.C.E. '1 49418 EXP. 09/30/2022 < TOLL FREE TELEPHONE: 811 (To obtain Project Elevations In NGVDA)Add 0.687 to the 2011.00) AS SHOWN ON THE NATIONAL lglF pP�� , DRAWN DESIGNED JCB NUMBER FILE NO. < A PUBLIC SERVICE BY elevations shown). DATE BY DESCRIPTION APP'D DATE OF CA LFF /1'rw'.�/ }, �_•., 11 ORR/KE ORR/KE 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE It SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. p UNDERGROUND SERVICE ALERT GEODETIC SURVEY PUBLISHED DATA SHEETS /16/2020 FOR: a ELEVATION BEINGN.40°16'30.20"W. R E V I S 1 0 N S MICHAEL'- MAN RCE NO. C43090 EXP. 3/31/2022 SCALE AS NOTED CHECKED RV DATE NOVEMBER be2o CITY PROJECT NO.PG2019-0020 �) , �•S �w !CONCFETE SIDEWALK F'1 L 2% MAX •'m - 6$c r •'': FG � �I ,�(TYP ' 7D:77� 29 0p CAPE FINISH QiIXI9 / 28 4 -zLANDSCAPE FINISH GRC N 7 4- _)BLDG FF BLDG FF HI C&G 1 r FG l �- 7 2 29. 4 FS ,28 Oti TC i - io -.. w `� -�✓i �' t � 29 "' r .. ! N ' r Fs � � I I ii�;� 1= t = t FS $ 37 V � l� � .:,. �► H� TYP I CAL SECTION A TYP I CAL SECT I ON B .. `L` 2B , Tc o� ` ♦. / `�2 0..0 FS ?9. t / 9 qpg LANDSCAPE ADJACENT SISDEWAN 5 ADJACENT U / y . / 8Fs " �C '!" / Ws 14 A "' �2B Tc / (TYP s . 2!_ 2s.3� °q pA 6 9 ADq F� 2�1 OF TR TC2 9 9 B ! t pATy OF A 29 58 -.., \.� 8 FS g i TC / . 29i $ < „ 2 '>0 EX TRAP 2g -`"a9 ? - / '�" - F>_.\&.6 t9 t " o � (� � � f, � 1 p � �s �` � Fs mss./ F9.sB 2s.t w I?y,_. 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'S8 _2 CONFER'" �.7 28 FS SB� FS T S .58 2 < , „,, �, EN r� �4 30, 9 s4r a CENT CF s£f s ? 29, 9TG 30. 75T / , F t ,'8X 28. "7y, 'r 4 ', 29 F � ER >9F 29. C `Wu 3' S , FS 98 I 14 m 2 14 ? 31-„... F .$8 F,29 Pq • 60 -4- 58 2.9 f^ �°' ,l iFSiI 1/ 2. TRA Very Ir- 1 S D 28 p zs f r2g.2 FS 4 ,' X29. 29 58 Sg vJ 2g ,;:.. a„��6 � 30 \.-.-.:�. Fg $8 29 1c3F?6 t 34 yr A a S, k O .. (7 ?jp -. 'a .$� r. 7 jX F¢ 7 8 e X14 ' *;� *+�1 � ✓ „•</ �Fa29 �iS / 1° �''''`it.; _ �'� 4 nom. 4 , s 5 4 F . .? s 58 �- AD>2g ,, - _ ^ S° g - 2,T'•1„' �l 4 ;' •" •. �\ :' ��_ �1 _ 1,; \ yr ��., ,� ` ( _." 29 58FS 29 37. °p ._.-'. FS 28'. gq �.. 4 FS +Z r �' B. 4 (f FG �` ?9 F 9' Sd "r„"` 2%V ; N ,;-. _. „'✓`' F`30' FS ... 1. " . $B F 00 r . .x.29 29. FS ?9 28. / S 825 50 'S8 S ."n F /l?'" . ,FSa 29. FS FS c.r .=' `' _-''r, „''' o 28 4 t. ,t r. FG 2g, 7 , / i , o h/ 4 2s �/ 29 ::� „'l ,j i- F ' S8 ?9. 7 „* ' r?'Z` ��*.. 4 T. 9 -S FG 14 "� N ` 2g.5p ,1 '.�';Sa SBco "I y(.\ �� ,t ..,- 29 2 7 FS ;:. a.e = -„-„ S \ N FS 5 `"1r //2�. \ ) 2a• ,'-' .2s 7 � 4A \ .F,S'.g aS .' p,ti 2'� �9 S` r 6pF5 / 35' " / t U TG 2 J' : �, y 29. . :n7 S " 1 ,- 29.4) Vr ` .28 ?9 ?9 ..r „/�SB 29 SB / .3g FS4 ¢-�.4 S FS/ F"�% �C4 35'2A� J"/ � � FS' '29 t `_ 72 .r/ / /, A SES. 29 ?9. 1 n FS 11 , 9 26i" - SBF �g.5 i l .-r. ,. " J/. 29 %'a 14 79FG ;! :/.. `•�� 29.- & 13 S Lg ._' •_ * �( ) _- e 7 - t-`. a f - °Aa 7 S S SB8 brvn"`„ CART PATH Rte, �// �' ; > 0 D 3 { .. ,,,,'1 46 4FS IE�:sv 14 9 32.5 EG 31 .9 EG _ A % TG A. t 4 �j F l� F E z f S'`Bj�yazsijts 31.9 EG J p \ �2� rZ��2� �8411 4 �\ � ,{S / \ X�141"�.Sti,N' <. 7 u B ,.,•.x ?9. $B ¢ ,(/`o /2B 85F w."� o of t !'2 v i(' �� 2s 2s5g w B3 v y F sa Fit 29 46 {7` 31:5,EG 'a: `'` / x \ 2B. 75 29 1a FS l FS I 14� a (� f - 5 ` 3$ �; 73 o„ 29, 7 • 2, ,GAB-dV - vi 2$S26 ' 7 0% ° 29",J,' 43 -:. ?9 93 "�(4 }� ?9 < 1 �sTTtiG / /o / �9 7g s 8> CONSTRUCTION NOTES C'44'T /" 2 .' 13 ��`` ""l. "" `FS ?9.» 28. Qi PROTECT IN PLACE EXISTING SPECIFIED ITEM NOTED ON PLAN �TH ` t / / TG ..�v j �• 6� f `b ;x,1°�'^" FS FS • (2 CONSTRUCT 6" CURB PER CITY OF LA QUINTA STD. DWG. NO. 210 w1 TO < I 23 m f�F+g, 14 COO3 CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201 r PAVING LEGEND /� vJ ®CONSTRUCT 2" THICK D.G. MATERIAL PER LANDSCAPE PLANS (LEAVE DG AREA 2" LOW FROM FINISH GRADE) `D r J �`�y�`,,I� B� •" ' W 8 CONSTRUCT 6" PCC CONCRETE OVER 4" CLASS It AGGREGATE BASE m CONCRETE PAVING `�$ f ;''S4� O w AC PAVEMENT / / / ~ �' S0 X ~ Q 9 CONSTRUCT 3" A.C. PAVING OVER 4.5" CLASS II AGGREGATE BASE C" PER LANDSCAPE PLANS l 780 4 S ! \s., _ °'_ O J > AC PAVEMENT (hj 30„8 EG'Q3'IY ?g W 11 PAINT 4" -WIDE DOUBLE WHITE STRIPE PARKING STALL LINES PER DETAIL ON SHEET 7 AT FIRE ACCESS ROUTEI,' PLANS ,�^� j ��ISj" \ "10?"�'•F / / / \\ \\ 13 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (SEE HEREON FOR WIDTH) o PCC CONCRETE PLANTING AREA PER ✓ `'\�J J C��RS "` t'/\-\\\.- ?B g$ 4 IJ 10 NTALL CT FINISH TRUNCATED DOMESEPERR2019 LANDSCAPE REQUIREMENTS PLAN. SEE PAVING LEGEND FOR TYPE. LANDSCAPE PLANS SIDEWALK F \ t { 2 \ 3 S \ y • L ,� 4 Q ©2 INSTALL ACCESSIBILITY PARKING SIGN (R100B) AT SITE ENTRANCE AS PER DETAIL 12 ON SHEET 12 CRUSHED STONE PER /�' 30.2 EG JF / , 2 --�-.1 - C 3 CONSTRUCT 6" MIN. PCC GOLF CART PATH AND FIRE ACCESS ROAD OVER COMPACTED NATIVE SOIL PCC CONCRETE LANDSCAPE PLANS �\, / TFS / •/ \\j i„ Q © ¢ PAVEMENT ~'4'r,S'9'. �7\� rt" / „�ti ©5 PLANTING AREA PER LANDSCAPE ARCHITECT'S PLANS w D.C. LANDSCAPE r1 -� ?y / 4 !" 1 `^ v9 Ell/ \ r V 6 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD DWG NO. 250, CASE "A" TRUNCATED DOMES MATERIAL 2" THICK /1% \ 29.8 EG �S ?O / /- '` T „'� ((� © w „/ 1NSTALL FIRE LANE MARKINGS PER RIVERSIDE COUNTY FIRE LANE REQUIREMENTS, FORM 11, FIGURE 4 fC X 28 m / PCC GOLF CART PATH � � � CTS -N;�X ,=r0 ' � y, \ 29 CONSTRUCT 6" THICK MIN. CLASS "C" CONCRETE OVER COMPACTED NATIVE BASE (FOR EMERGENCY VEHICLE ACCESS) z rfC FS .� 28.3 30 PAINT OVER PAVEMENT RED STENCIL "FIRE LANE - NO PARKING - CVC 22500.1" PER RIVERSIDE COUNTY FIRE LANE SERVICE YARD LEGEND 29.7 EG `�. x' / '< �� G ° U REQUIREMENTS FORM 11 EMERGENCY VEHICLE ...... ADA PATH OF TRAVEL /''Y ily ACCESS PAVING \ \ ' - 4 / / \ -'�'� �Zy 3©CONSTRUCT 4.5" A.C. PAVING OVER 5.5' CLASS 11 AGGREGATE BASE �C SEE SHEETS 4-7 FOR STORM \ \ �� / / �\„� CI) � 33 PAINT 4" -WIDE WHITE STRIPING FOR DROP-OFF AREA, PER DETAIL ON SHEET 7 0 i- = '7> �; 35 CONSTRUCT 4" CONCRETE CURB PER FOUNTAIN PLANS DRAIN IMPROVEMENTS z BENCHMARK: BASIS OF BEARINGS: APPROVALBY CITYOFLAOUINTA CITY OF LAQUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET D CITY OF LA QUINTA BM 9430- Description: 1112' COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED_ Baker o D � HT MONUMENT, STAMPED LS 98'. FLUSH AT THE CENTERLINE QpOF ESS 1,¢ INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON TILE CALIFORNIA COORDINATE SYSTEM, e`0 M`! PRECISE GRADING PLANS V ELEVATION=5.45TINAvoeal CCS 83, ZONE 6, AS DETERMINED LOCALLY ti4e �VEI Tr! Fig SILVERROCK RESORT - PA 4 00 DIAL TWO WORKING ELEVATION -3.216•INGm29) BY THE LINE BETWEEN USC&GS STATIONS LA ` m I N T E R N A T 1 0 N A L DATE/�-2/ OF 7 SHEETS n BEFORE / DAYS BEFORE PROJECT ELEVATION AT BM a4ao QUINTA CS2005 (P491) AND COLLEGE OF w $ m 75-010 Gerald Ford Drive, Suite 100 CONFERENCE AND SHARED SERVICES ¢ No. G3090 A BRV MCKINNEY m YOU DIG fN YOU DIG (To obtain Project Elevations in NAVDi Datum, Subtract 1.564' THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA 92211 CITY ENGINEER DWG. NAME 7- Phone: tram the elevations shown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH s CTy I� v Phone: (760) 346-7481 R.C.E. NO. 49418 EXP. 09/30/2022 ¢ TOLL FREE TELEPHONE: 811 (Too obtain Peri Elevations in NGVD29, Add 0687 to the 2011.00) AS SHOWN ON THE NATIONAL DATE BY DESCRIPTION APP'D DATE t9rF OF CAl1F\ r1.1v(,a�P. -%.., DRAWN ORR/KE DESIGNED ORRIKE JOB NUMBER ieiiae LOCATED WITHIN SN 1/4 OF SEC. 5! NN, ff k SE 1/4 OF SEC. 8, T.65.,R.7E., G.B.B.k M. FILE NO. o A PUBLIC SERVICE BY GEODETIC SURVEY PUBLISHED DATA SHEETS '.: �, 11/16/2020 FOR; a UNDERGROUND SERVICE ALERT ELEVATION =3.903' BEING N.40`i6'30.20"W. R E V I S I 0 N S MICHAEL RCE NO. C43090 EXP. 3/31/2022 SCALE AS NOTED CHECKED RV DATE NOVEMBER 2020 CITY PROJECT NO. PG2019-0020 / EXISTING RETENTION Br� B>>�] _ BOTTOM ELEVATION - 14.0 ---s-----5— - �'-- — ---W— \ W— D P w__ — S�DRAI __. 22 485 SS 1— `-W— ._ MATER MAIN _ry - 5 281NV �'. 21 69TC - W.. _- �31.6g 22r(p 1p _ S,� - .= 21 36♦1 24� 1�G1529E INV �Y S=2.28i'�/; A _ L » I I I I I I I — J NsokUps 7z DIPmg (1 Rpf�gQ,?�T 1*, ASARAIE SICfR ), / ,Jj J j l t 'VAI� 10" p 11 / 1 '1i •' ,PER SfPARAr SENfR�' rl \ t �kasr� s2 *� 1/ u r 1 UrIC 24.61F ``1� z 77'`yrj 7 28.WT 5-1.09 ' s 41NV / ) D LIJA 4 18" 1 V h `.. _, 23 1 LF 4 18 SD -_78 f l 1 g O41NV , 8 J • NV � " , lJ 12 $p 1 h e 11.7 LF.. 1 12' 3, t 6 S j 59.3% ., ,.^ 18. 8V SD 4k F)r E LF EX. 36— RC— STORM ORA IN _- (18) _ ... _ (20 -SEWER PVC ... _ R NE 24 20 10 0 20 40 60 '+` 1 t - PR/w _ EXISTING 18" DIP WATER - ✓ _. SIl 6--14, '� 5 _ S SIEVE SCALE. I"=20' la, V _ RROCK WAY -..-. S ..� �IMPRCV, EN IPPLAN JOIN EXIST. (•g �\. '--_ "`�►-- � — EXISTING 10" PVC SEWER - 16.58 INV -IN �' 3 -�� - _ CK ` S'- .tMAIN PER SEPARATE SILVERROCK WAY. -.,"°`rr,.'.��I A£NT PLAN 032.4 _....'..'..--.-----_: "'..,.t'_.- _ - '_` Y/ - -,...S` VE 5�.61X SECTION LINE - _ y� i-s.�.-.— �W �.< ` _. Vit._.,. �\ - S 224 _'_ 16, i PIW 14 W-7 r1W ff �\ W..ATia DTp, \' %1 7 v w , 4'PVC WArfR.' IN `12 PVC F1�*'W4.1N F/R , itli, / 109.8 LF _.IOrG „ 1: (- „'�Ny. 'we 4 2s �"` 2 39.6 LF \` . 1 5=1.00%INV 12 _ S-18.7% 42. T'. ♦/'♦ s• 205 x ♦ ,/ ; �. 2s r /' 26 40TH.. \i ♦ ♦ ��♦ J t r 1 49.6 LF 551NV 9 -._�. g -28.60T MA TIC ♦ `� �T S=4.6% \ 45.9 LF ��1� •SEES ♦ ♦ S=2.2% Q CONSTRUCTION NOTES - STORM DRAIN PLANS c yFE7'♦ ♦ ♦ 1 INSTALL4" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 2 INSTALL 6" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 3 INSTALL8" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 4 INSTALL 12" ADS N-12 HDPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 6 INSTALL 18" ADS N-12 HDPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 7 INSTALL 24" ADS N-12 HDPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 9 INSTALL 9"x9" CATCH BASIN, RISER & GRATE, NDS #900 OR APPROVED EQUAL 10 INSTALL 12"X12" CATCH BASIN, RISER & GRATE, NDS #1200 OR APPROVED EQUAL 1 INSTALL 18"x18" CATCH BASIN, RISER & GRATE, POS #1882 OR APPROVED EQUAL 1 INSTALL 24"x24" CONCRETE DROP INLET & TRAFFIC -RATED GRATE, JENSEN #DI2424D OR APPROVED EQUAL 1 INSTALL 24"x36" DRAIN INLET, EXTENSIONS, & TRAFFIC -RATED GRATE, JENSEN #DI2436 OR APPROVED EQUAL 14 INSTALL CATCH BASIN PER CITY OF LA QUINTA STD. NO. 300 (WIDTH PER PLAN) 15 INSTALL 4" AREA DRAIN WITH RISER AND GRATE, POS "SPEE-D" #101, #1/#13 OR APPROVED EQUAL BENCHMARK: BASIS OF BEARINGS: SISI I(��7 /I�d1\ CITYOPLAQUINTABM#439- Description:11Q"COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED D II VV 1(/�'—'� T MONUMENT, STAMPED °Esse•, FLUSH PERSON STREET UPON THE CALIFORNIA COORDINATE SYSTEM, �S �/ INTERSECTION OF AVENUE Sa AND JEFFERSON STREET. ELEVATION 5.46T (Ni CCS 83, ZONE 6, AS DETERMINED LOCALLY e = DIAL TWO WORKING ELEVATION =3.216(NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA BEFORE DAYS BEFORE PROJECT ELEVATION AT BM #430 QUINTA CS2005 (P491) AND COLLEGE OF YOU DIG p YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1564' THE DESERT (COTD), (POSITIONS PER 1 from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29. Add 0.687to the 2011.00) AS SHOWN ON THE NATIONAL A PUBLIC SERVICE BY elevationsshown). DATE BY GEODETIC SURVEY PLOLISHED DATA SHEETS UNDERGROUND SERVICE ALERT ELEVATION =3.903 BEING N.40'16'30.20"W. 4% "'V11- Aft DESCRIPTION R E V I S 1 0 N S •4ft 4ft I APP'D I DATE ♦ we �\ ♦♦ EXISTI TO BE AFTER AND AF qT♦ �F�-�w�� CNS//V• F SEE SNC w S I N T E R N A T 1 0 N A L 75410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 MBAKERINTL.COM MICHAEL IYLMAN RCE NO. C43090 EXP. SEE SHEET 2 FOR PRECISE GRADING APPROVALBY. ♦ ft BRY MCKINNEY CITY ENGINEER R.C.E. NO. 49418 DRAWN ORR/KE DESIGNED ORRIKE 11/16/202( SCALE AS NOTED CHECKED RV ♦ 40 CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PRECISE GRADING PLANS SILVERROCK RESORT - PA 4 DATE -40 LI CONFERENCE AND SHARED SERVICES EXP. 09/30/2022 STORM DRAINS SHEET � I 4 ¢ pCJ OF 7 SHEETS r )WC. NAME j ¢ JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 It NN, it It SE 1/4 OF SEC. 8, T.6S_R.7E., S.B.B.k M. FILE NO. ¢o FL DATE FOR: NOVEMBER 2020 CITY PROJECT NO. PG2019-0020 EX. GRINDER RAP (DO NOT_ DISTuRIJ)� 55,3 LF SS=5.76% 2 "t>1 r' 62.3 LFF7 S=1. 29.60rG JJ E / J/{ 53.9 LF INV l � r l 29.1 2), SplNV 1 999 •• INS L., __� • G r 1 y 87 FppINV 16 d 10 81%LF 1 .49.6 LF ` No ` sy 4S.1.00% 1r....' �. 29, G4.6%.. ♦ `: �T 4 �. 9.8 LF_-+. 26 INV 1 45.9 LF�� r, 5=58.8% t` S=2.2% 1 r 14.9 LF S=1.7% t5, )0/ryV 76 6.7 LF e\ S--4.5% \ i 29 8 LF s IF 26. 2a. a rG t 5p7 G 5 2%_e3 > 479151_ " 1 LF 72 58. S=7 �ONFfReN F�ENT fR Df � l'AD_29 29 60 00 u - 73.5 F c 73 5 LF1 S=4.84% r' 3 52.9 i ♦1\ J t 26.9 LF - 70 29 26' NV 44.3 LF 5 1.0% 2 11.5 LF 26„ V v S=1.0% INV ?2. g71S 7t t 157E I S=1.02 46.2 LF 70 S=1.0% rNV, 1 �r '? -'29.25P 1 S 15 7 LF 27,.341 76 S=1.0% NV / r� 2 46.0 LF S=1.0% I ` ` l 11_ t 15.4 LF S-1 0% r II "° i .�..:. g,.2" 35.0 LF 2J817NV 16 S=1.0% 24.3 LF S=4.3%- ' --, 2) Z, 86 1 ' 16.2 LF S-18.1% 9 LF ^ b .61 �TEf SfMfq t - LF % 5.4 LF �ONFfReN FF fNT fR Of PqD 228 60 .1 28.�5p r8 2s .50r _; r G 1 5. f' t 7` US=1.Ox E - ._ E- 2s rG -INV 1% C4R7 � \ G N \ \ 26.6p \ `� '28. SD S 29.7% .� l� 'INV 1S 26 rp �o �'� Sp IG 2 7.7 LF 12.7 LF 1pINV 15 CQr} 23. 51INV JO r?3.77 _. 25.3% 2 S=1.0% 299 LF t 64.0 LF4' iSINV 10 1 2)�0 IG S, 8.67{ 3 S=1.00% 7 q'0 t 6� t .�a 1plNV 15 1 �,•- -�.. -.,.� AF. `"'�...,A ,j i 2 '24.9 LF r \ \ �" ti (�' .,..,� S-10 9% r A VARIES -PER ARCHITECT'S PT7M1 �`` 28.60 '` 1 24. 28 50 ?6.1OIN 7$.... y \ rl 27.57JNV 16 V 40.6 LF V A X18.2 LF 1 5-1.00% s=4: �� 3 5 1 2 4 24,/ 10 442 ti f '10JNY ` 1 45.4 LF " EXISTING ELECTRICAL �`` S=3.392 ISI I F�11 IA II LINE IIrG III I� 1 IIII IIII �I tt�tt © o,� 10 =1 1111 LL IIII llll IIII IJ II llL�IN 11 IJ111II 1 I�II�IIII�II 1111111 11 =1111 111=1111 f� 1 1111 -1111 -ATL IIII- -IIII= III III 1=1111 �I=1111 11111111 = _ -41� 7❑ IIII11I1 11111�111111I111111111I11ll1I�111�II1ll1 1111i111I11� 1111�111� 1�111�11 „�I \ �o� Ilii_ III�III \ SECTION 1.6 LF 1 -DI 7.3 LF S -14.3% <1T 16NECTIONDETAIL CRUSHED STONE SPLASH PAD GEOTEXTILE FABRIC REFER T0: LANDSCAPE CONSTRUCTION MATERIALS & REFER T0: LANDSCAPE SPECIFICATIONS FINISH SCHEDULE COMPACTED SUBGRADE �' � PARCfI U STEEL HEADER 8 REFER T0: GEOTECHNICAL ENGINEER'S DOCUMENTS Ap � REFER T0: ARCHITECT'S PLANS 7❑ ATRIUM DRAIN CONNECTION V �� ADJACENT PAVING TOP OF GRATE AND INVERT PER PLAN SEE SHEET 3 FOR '\ REFER TO: LANDSCAPE CONSTRUCTION PLANS ® RAIN CHAIN PRECISE GRADING ® 2" THICK DECOMPOSED GRANITE MULCH REFER TO: ARCHITECT'S PLANS , ti M $- aft G, �'� TCN Ts_ _ � • LINE = LF Aft Ift 24 ?INVV 18^ I ...,' les p 59t uT7 4%vi / r 4, SD i 7 32 807AG `I� 00�G-12 04 27, ppINV. 10 l ,t 1 2 .0 LF , 2q OgSO ..7....c1 4.0 LF S=7.7X 15 29. a4'r.. a .,- N Pj .- S=2 5% 11627. G"- 7 ..,., ?B OOj p7NV 1 _., G 9oL� 26. M S=8.9x 1 01 16 G W LF r6% 9.0 LF S=7.8% 2 24.7 LF 5 24.';, O 250 rG l JAI 1 1 1.0 {` 18 25.58) 29 72JG 29, 9q INV 29E +' 2S 42JNV 28.1 311 t`SeRVICf , Y4RD } 4 31.2 IF 00% >` r :{ ?9.72T 1 25')JINV 7p , 19.0 LF ?5.9ZINV 37 /t 2.1 LF S=11.3% 2 4 '=1.00X ?9, 2 19.0 LF S=11.6% JNV "25 98 NV x} } 29. 29 1 LF OS NV7p.= 28. 13 7 2 * :6 ,4 .293 a„ 4 42.2 4F ?74$`S 26, 547NV 1 INV 7p 29. �2jG 1 17,8 LFS=1 .0% ?6l/yV NV 46 29, Jot,16293prG 29. -- "?)CNV is 6pINv 2) PIM - tea` LI,I LF 2",14F- 1 INV 4'Sq y , 3 0 54 2),2j1AN J f 27 39JNV 19 �2) �g 9 Sq E�� f 1 "$.0 C % S=2 C 2 SeRV Cj0 FF --29 DfS P'D,29 60 LF N 20 10 0 20 40 60 SCALE: 1"=20' S-26.2% � -D-- -. `r 3 rr 1 1 13.1 LF. CQipcAr,,, /4' S=12.1% 4 S0 r .'E TO 1729 2b r 7' 12lNV ` S S-0 50% 27, 30 rG 44.8 LF 1 l 8 6pINv 16 3 S-0.50% ,I . sp � 1i ti r=! + ?6• �! 19 1 E r Jt%10.7 LF26.67 i .. s IG %S=2.0%, j F 1 % u O CONSTRUCTION NOTES - STORM DRAIN PLANS 1 INSTALL 4" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) !! 2 INSTALL 6" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) B.SOTG co 3 INSTALL 8" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 5.571NV vJ 4 INSTALL 12" ADS N-12 HDPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 0 APPROVED EQUAL A 5 REFER TO: LANDSCAPE PLANTING LEGEND /J(II��J�7n � BENCHMARK: CITY OF LA QUINTA BM#430-DescnpRm 1v2'COPPERWELD BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED 6 INSTALL 18" ADS N-12 HDPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) - Q 9 INSTALL 9"x9" D��S � �1nT o DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG 4t YOU DIG MONUMENT, STAMPED LS W, FLUSH ATTHE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION =6467 NAVD88) ELEVATION =3.zi6(NGVD2s) PROJECT ELEVATION AT BM #430 (To obtain Project Elevmious in NAVD88 Datum, Summed 1.564' tromtheelevationsshown). UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY BY THE LINE BETWEEN USC&GS STATIONS LA QUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD), (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH INSTALL 12"X12" CATCH BASIN, RISER It GRATE, NDS #1200 OR APPROVED EQUAL OF=--7-SHEETS 11 INSTALL 18"x18" CONFERENCE AND SHARED SERVICES CATCH BASIN, RISER It GRATE, NDS #1882 OR APPROVED EQUAL 63.8 LF DWG. NAME BRYAN MdKINNEY % 1 INSTALL 24"x24" DATE BY DESCRIPTION APP'0 DATE TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY (Too main Project Elevations in NGVD29, Add 0.681' to the elevations shown). 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS JOB NUMBER 161178 11/16/2020FOR: ORR/KE UNDERGROUND SERVICE ALERT ELEVAnON=3s03' BEING N.40'i6'30.20"W. 20"W. CONNECT TO R E V I S 1 0 N S RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 5 OF THIS SET SCALE AS NOTED M $- aft G, �'� TCN Ts_ _ � • LINE = LF Aft Ift 24 ?INVV 18^ I ...,' les p 59t uT7 4%vi / r 4, SD i 7 32 807AG `I� 00�G-12 04 27, ppINV. 10 l ,t 1 2 .0 LF , 2q OgSO ..7....c1 4.0 LF S=7.7X 15 29. a4'r.. a .,- N Pj .- S=2 5% 11627. G"- 7 ..,., ?B OOj p7NV 1 _., G 9oL� 26. M S=8.9x 1 01 16 G W LF r6% 9.0 LF S=7.8% 2 24.7 LF 5 24.';, O 250 rG l JAI 1 1 1.0 {` 18 25.58) 29 72JG 29, 9q INV 29E +' 2S 42JNV 28.1 311 t`SeRVICf , Y4RD } 4 31.2 IF 00% >` r :{ ?9.72T 1 25')JINV 7p , 19.0 LF ?5.9ZINV 37 /t 2.1 LF S=11.3% 2 4 '=1.00X ?9, 2 19.0 LF S=11.6% JNV "25 98 NV x} } 29. 29 1 LF OS NV7p.= 28. 13 7 2 * :6 ,4 .293 a„ 4 42.2 4F ?74$`S 26, 547NV 1 INV 7p 29. �2jG 1 17,8 LFS=1 .0% ?6l/yV NV 46 29, Jot,16293prG 29. -- "?)CNV is 6pINv 2) PIM - tea` LI,I LF 2",14F- 1 INV 4'Sq y , 3 0 54 2),2j1AN J f 27 39JNV 19 �2) �g 9 Sq E�� f 1 "$.0 C % S=2 C 2 SeRV Cj0 FF --29 DfS P'D,29 60 LF N 20 10 0 20 40 60 SCALE: 1"=20' S-26.2% � -D-- -. `r 3 rr 1 1 13.1 LF. CQipcAr,,, /4' S=12.1% 4 S0 r .'E TO 1729 2b r 7' 12lNV ` S S-0 50% 27, 30 rG 44.8 LF 1 l 8 6pINv 16 3 S-0.50% ,I . sp � 1i ti r=! + ?6• �! 19 1 E r Jt%10.7 LF26.67 i .. s IG %S=2.0%, j F 1 % u O CONSTRUCTION NOTES - STORM DRAIN PLANS 1 INSTALL 4" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) !! 2 INSTALL 6" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) B.SOTG co 3 INSTALL 8" ADS DOUBLE WALL CORRUGATED HDPE STORM DRAIN ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 5.571NV vJ 4 INSTALL 12" ADS N-12 HDPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 0 APPROVED EQUAL A 5 INSTALL 12 x 4 BUTT FUSION SADDLE FOR HDPE, 77PE111BBRSDLXP, R 6 INSTALL 18" ADS N-12 HDPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) - Q 9 INSTALL 9"x9" CATCH BASIN, RISER & GRATE, NDS #900 OR APPROVED EQUAL • 10 INSTALL 12"X12" CATCH BASIN, RISER It GRATE, NDS #1200 OR APPROVED EQUAL OF=--7-SHEETS 11 INSTALL 18"x18" CONFERENCE AND SHARED SERVICES CATCH BASIN, RISER It GRATE, NDS #1882 OR APPROVED EQUAL 63.8 LF DWG. NAME BRYAN MdKINNEY % 1 INSTALL 24"x24" CONCRETE DROP INLET & TRAFFIC -RATED GRATE, JENSEN #DI2424D OR APPROVED EQUAL 1s INSTALL 4" AREA DRAIN WITH RISER AND GRATE, NDS "SPEE-D" #101, #1/#13 OR APPROVED EQUAL JOB NUMBER 161178 11/16/2020FOR: ORR/KE t, i6 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 5 OF THIS SET SCALE AS NOTED CHECKED RV DATE NOVEMBER 2020 CITY PROJECT NO. PG2019-0020 Q 1 CONNECT TO BUILDING ROOF DRAIN DOWNSPOUT. SEE ARCHITECT'S PLANS. 18 INSTALL TRENCH DRAIN AT TRUCK DOCK, 24' ADS DURASLOT OR APPROVED EQUAL 19 INSTALL 8"x 4" BUTT FUSION SADDLE FOR HDPE, #PEIIIBBRSDLXP, OR APPROVED EQUAL rr^�^ vJ INSTALL 6" PVC CLEAN-OUT ASSEMBLY (BENDS & PLUG), W/ 18" CONCRETE COLLAR IN TRAFFIC AREAS, FLUSH ® FS N T E R N A T 1 0 N A L 75410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 MBAKERINTLCOM MICHAEL' MAN RCE NO. C43090 EXP. 6.8 LF ' i S=1"8.9% h 28. ap� r 27, 2Nv1s� 2.4 LF j r 5=46 0% ±1 7 29. 54P 1 #4 y ! Q 27. "INV 4' J /Q+, ; 1g 4' 111 618t 1 i2i 26.Of INV t -,l 29.82TG1 ' 2 t NV 16 188.9 LF 3 S=0.50% "cwi 6tl22t V 1 S=9".4% covJ ,p. PS 28 82rG Q Is i? NV 16 1 I�YE I r 1 E 6.8 s=f 3% 3x Q y _� 2a.azr 77, i2 � 76 o `^ P Q/ vJ APPROVAL BY CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET a PRECISE GRADING PLANS SILVERROCK RESORT - PA 4 do OF=--7-SHEETS DATED CONFERENCE AND SHARED SERVICES m DWG. NAME BRYAN MdKINNEY % CITY ENGINEER R.C.E. NO. 49418 EXP. 09/3072022 STORM DRAINS FILE N LOCATED WITHIN SW 1/4 OF SEC. 5 I NII, W k SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.It M. o DRAWN DESIGNED ORRrKE JOB NUMBER 161178 11/16/2020FOR: ORR/KE % SCALE AS NOTED CHECKED RV DATE NOVEMBER 2020 CITY PROJECT NO. PG2019-0020 DIAL AL EEO TWO WORKING BDAYS BEFORE YOU DIG 41 YOU DIG TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BENCHMARK. GIN OF IA QUINTA BM k430 - Deschphon: 11!2" COPPERWELD MONUMENT. STAMPED TS 98'. FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 546T (NAVD88) ELEVATION = 3,216 (NGVD29) PROJECT ELEVATION AT BM #430 (To obi Ruled Elevabors in NAVD88 Datum, Subtrect 1.564' from the elevations shown). (To obtain Project Elevations in NGVD29, Add 0.687 W the elevators shown). ELEVATION = 3.903' BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY BY THE LINE BETWEEN USC&GS STATIONS LA 5 P491 AND COLLEGE OF [NTA CS200 W ( ) THE DESERT (COTD), (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS BEING N.40°16'30.20"W. DATE I BY DESCRIPTION APP'D I DATE R E V I S 1 0 N S INTERNATIONAL 75-310 Gerald Ford Drive, Suite 100 Palm DesertCA 92211 Phone: (760) 346-7481 MBAKERINTL.COM ��"✓%' 11/16/2020 MICHAEL MAN RCE NO. C43090 EXP. 3/31/2022 APPROVALBY: BR AN cKINN Y CITY ENGINEER R.C.E. NO. 49418 )RAWN DESIGNED ORRIKE ORR/KE SCALE AS NOTED ICHECKED RV M O_ CITY OF LAOUVNTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET / 0 cap PRECISE GRADING PLANS SILVERROCK RESORT - PA 4 DATE uj—L,li"OF 7 SHEETS CONFERENCE AND SHARED SERVICES o DWG. NAME EXP. 09/30/2022HORIZONTAL CONTROL PLAN a FILE NO. LOCATED WITHIN SII 1/40F SEC, 5 k NW, N- k SE 1/4 OF SEC. 8, T.65.,R.7E., S.B.BA M. I� a JOB NUMBER161178 / FOR. CITY PROJECT NO. PG2019-0020 DATE NOVEMBER n20 27.68TC 27'18FS 7 LINE/CURVE DATA 27.15FS 26.99FS 26.85FS 26.53FS 26.39FS 26.22FS 25.88FS 25.74FS RADIUS 25.66FS 25.39FS 1 25.31FS 25.17FS 25.06FS 24.38FS M 27.19TC - -- 3.53' 2 180°00'00" 3.50' -- 11.00' 3.50' -- -- 3 N173°05'48"W 3.51' -- 15'� C K -- N09°07'02"E .0 °. °g,R 36.00' 15 5.99 0c. °7La/g0o'o. o ;°°i- 79%'a` 15 mgr°'A.� ��'15 3.53' -- 15.25' w opt �51Zo��og00%g -- -- 1.51% 3.78% �1 o 13 t�� 4.9% �iI. 11.78' 3.51' o -- 7 N73°05'48"W °an -- 15.25' - 18.00' -- 8 N16°54'12"E 1948.00' -- 46.00' 3.53' EA 40 9 N73°05'48"W 11.50' -- ° -- °° -- ° ° °°° 3.75' n ° °o�try ° ° °n 11 N73°(IS'48"W -- -- 3 1948.00 7.05' -- 12 N16°54'12"E 90 -- 18.00' 11.50' -- o 13 N73°05'48"W 179°47'33" -- 27.72TC 2 27.59TC -- 20 26.79TC 26.47TC 0 26.66TC 26.29TC 0 25.57TC 25.30TC 0 25.OBTC 24.97TC 2 27.22FS N14"25'23"E 27.09FS 16 10°59'49" 0 CURB 15 0 CURB 26. 3TC 2 26.16FS 13 25.79FS 17 15 0 CURB 0 (X1fB -- 0" ClN2B 24.47FS 24.29TC 11.50' -- 26.9 3TC 3.00' 00"12'27" p Q 4.15' 2p5.65TC 19 73°39'45" 6.00' -- 205.22TC 23.79FL M N -- 0 CUB 3.51' K n 12.02' 1938.97' 100 Ll N16°54'12"E -- - 12.22' 101 00'12'27" h 22 0 Io °if 3.00' N73°05'48"W 4.71' � 3.00' o+ 2 rn N73°OS'48"W -- -- 1.00' 2 ez xn ,1 24 90"00'00" 3.00' -- 4.71' o o� - W 0 1948.00' -- 14.00' 3.53' 0 -- 26 N73°05'48"W 11.50' Lai 36.00' -- 107 -- 27 N16°54'12"E -- 14.00' NIB'02'21"E -- -- p 3 3.00' 109 4.71' 1907.00' 3.00' 11.00' 29 N73°05'48"W 110 -- 14.00' 10.23' 31.00' -- 30 N16°54'12"E 27.80TC -- 27.45TC 11.00' -- 31 N73'05'48"W 26.57TC 26.20TC 14.00' 3.00' -- -- 25.50TC 24.fi7TC; 3.00' 27.3DLS 4.71' 26.95FS 3.00' 90'00'00" 12 12 31.00' 26.07FS 25.70FS 115 12 12 34 25.00FS 24.17FS 23 99T -- 6.57' 2 5.81' 26.69FS 35 26 37F -- 2 14.07' 1907.00' 25.34FS -- 36 N18°30'34"W 2 23 49F 26.55 36.00' 10.72' 31.00' -- 37 N71'29'26"E 83°24'32" -- 13.50' 11.00' 2.67' -- 38 23.65 FL 32.00' 11.00' -- -- 39 N71'29'26"E 4.71' -- 13.50' -- 122 -- 40 LIP 31.00- -- 45.00' 123 1 83'22'55" -- 41 N71°29'26"E �p E 1„;10' 14.19' 00°47'08" 1907.00' -- 42 144°35'14" 2.00' 125 5.05' 6.00' 6.26' 11.00' 43 N73°(IS'48"W 126 -- 13.36' 5.51' 31.00' -- 44 N16°54'12"E N73"05'48"W -- 26.65' 11.00' -- 45 N73 05'48"W -- -- 88.34' -- -- 46 90"00'00" 5.00' 11.00' 7.85' ADA PARKING DETAIL LINE/CURVE DATA TABLE 1 230 153 ® BEARING/DELTA RADIUS LENGTH TANGENT 1 N73'05'48"W 77 -- 23.50' 7.05' -- 3.53' 2 180°00'00" 3.50' -- 11.00' 3.50' -- -- 3 N173°05'48"W 3.51' -- 15.50' 1938.97' -- N09°07'02"E 4N1 6°54'12"E 36.00' -- 52.00' 81 01 -- 5 N73'OS'48"W 3.53' -- 15.25' N10"35'58"E -- -- 6 180'00'00" 3.75' 83 11.78' 3.51' 11.00' -- 7 N73°05'48"W N10°23'31"E -- 15.25' - 18.00' -- 8 N16°54'12"E 1948.00' -- 46.00' 3.53' EA -- 9 N73°05'48"W 11.50' -- 15.25' -- 87 -- 10 180.00'00" 3.75' 1938.97' 11.78' N11'39'59"E -- -- 11 N73°(IS'48"W -- -- 15.25' 1948.00 7.05' -- 12 N16°54'12"E 90 -- 18.00' 11.50' -- -- 13 N73°05'48"W 179°47'33" -- 21.93' 248 1936.37' -- 14 99°07'12" 3.00' 110°58'14" 5.19' -- 3.52' 00°12'27" 15 111 35°42'15" -- 15.98' 94 N14"25'23"E -- 16 10°59'49" 1950.00' 374.27' 95 167.71' 3.51' 17 N18°46'49"E 1941.57' -- 13.85' -- 11.50' -- 18 108°12'52" 3.00' 00"12'27" 5.67' 7.05' 4.15' 3.53' 19 73°39'45" 6.00' -- 7.71' 175 4.49' -- 20 N16°54'12"E 3.51' -- 12.02' 1938.97' 100 -- 21 N16°54'12"E -- - 12.22' 101 00'12'27" -- 22 90°00'00" 3.00' N73°05'48"W 4.71' N16°58'20"E 3.00' 11.50' 23 N73°OS'48"W -- -- 1.00' 3.51' 11.00' -- 24 90"00'00" 3.00' -- 4.71' 3.00' - 25 N16°54'12"E 1948.00' -- 14.00' 3.53' 182 -- 26 N73°05'48"W 11.50' -- 36.00' -- 107 -- 27 N16°54'12"E -- 14.00' NIB'02'21"E -- -- 28 90°00'00" 3.00' 109 4.71' 1907.00' 3.00' 11.00' 29 N73°05'48"W 110 -- 14.00' 10.23' 31.00' -- 30 N16°54'12"E N16°54'12"E -- 36.00' 11.00' -- 31 N73'05'48"W 3.00' -- 14.00' 3.00' -- -- 32 90°00'00" 3.00' 11.00' 4.71' -- 3.00' 90'00'00" 33 1 N16°54'12"E 31.00' -- 44.13' 115 N16"54'12"E -- 34 125°24'46" 3.00' -- 6.57' 81'26'20" 5.81' 4.26' 35 N71°29'26"E -- -- 14.07' 1907.00' 28.94' -- 36 N18°30'34"W 118 -- 36.00' 10.72' 31.00' -- 37 N71'29'26"E 83°24'32" -- 13.50' 11.00' 2.67' -- 38 180°00'00" 3.50' 32.00' 11.00' -- -- 39 N71'29'26"E 4.71' -- 13.50' -- 122 -- 40 N18 30'34'W 31.00- -- 45.00' 123 1 83'22'55" -- 41 N71°29'26"E 2.67' -- 14.19' 00°47'08" 1907.00' -- 42 144°35'14" 2.00' 125 5.05' 6.00' 6.26' 11.00' 43 N73°(IS'48"W 126 -- 13.36' 5.51' 31.00' -- 44 N16°54'12"E N73"05'48"W -- 26.65' 11.00' -- 45 N73 05'48"W -- -- 88.34' -- -- 46 90"00'00" 5.00' 11.00' 7.85' -- 5.00' 90'00'00" 47 N16°54'12"E 31.00' -- 3.00' 131 N16 54'12"E -- 48 N73'05'48"W -- 30.33' 85°24'03" 6.00' -- 49 90°00'00" 3.00' 133 1 4.71' 1907.00' 3.00' 11.00' 50 N16°54'12"E 134 -- 14.00' 9.38' 31.00' -- 51 N73°05'48"W 92°17'55" -- 27.00' 11.00' 3.12' -- 52 N16°54'12"E -- -- 13.50' -- -- 53 180'00'00" 3.50' 11.00' 11.00' -- 138 -- 54 N16°54'12"E 31.00' -- 13.50' 139 DO°47'01" -- 55 N73°05'48"W 13.04' -- 36.00' 89°57'10" 6.00' -- 56 N16 54'12"E -- -- 13.50' 3.50' 1.09' -- 57 180°00'00" 3.50' 90°01 11.00' 4.71' 31.00' -- 58 N16'S4'12"E N73'05'48"W -- 13.50' 11.00' -- 59 N73'OS'48"W 3.00' -- 36.00' 3.00' -- -- 60 N16°54'12"E 0.93' -- 13.50' -- 146 -- 61 180°00'00" 3.50' 5.92' 11.00' 147 00°47'03" -- 62 N16'54'12"E 13.05' -- 13.50' 83'42'37" 6.00' -- 63 N173'05'48"W -- -- 36.00' 3.00' 4.94' -- 64 N16'S4'12"E 150 -- 13.50' 31.99' 31.00' -- 65 180'00'00" 3.50' 3.00' 11.00' 1 11.00' 3.00' -- 66 Ni6'54'12"E -- -- 13.50' -- -- 67 N73°05'48"W -- 36.00' 1 -- -- 68 1411 -- 14.00' -- 69 90°00'00" 3.00' 4.71' 3.00' 70 03 OS'48"W -- 6.92' -- 71 42°01'28" 15.00' 11.00' 5.76' 72 42°01'28" 20.00' 14.67' 7.68' 73 N73°05'48"W -- 46.95' -- 74 42°01'29" 20.00' 14.67' 7.68' 75 42°01'29" 1 15.00' 11.00' 5.76' ADA PARKING DETAIL 11 PARKING STALL NOT TO SCALE CONSTRUCTION NOTES LINE/CURVE DATA TABLE 1 230 153 76 N73'05'48"W -- 74.25' 231 6.13' -- 77 00°12'27" 1948.00' 7.05' N73°05'48"W 3.53' 155 78 N09°19'29"E -- 11.50' 3.50' -- -- 79 179°47'34" 3.51' 11.00' -- 1938.97' 80 N09°07'02"E -- 11.50' 36.00' 11.00' - 81 01 1948.00' 7.05' 13.50' 3.53' -- 82 N10"35'58"E -- 11.50' 11.00' 238 -- 83 179°47'33" 3.51' 11.00' 13.50' 1936.37' 84 N10°23'31"E -- 11.50' - 18.00' -- 85 00°12'27" 1948.00' 7.05' -- 3.53' EA 86 N11°52'26"E -- 11.50' DO, 2.86' -- 87 179'47'34" 3.51' 11.00' -- 1938.97' 88 N11'39'59"E -- 11.50' 3.00' 16.00' -- 89 00°12'27 1948.00 7.05' 4.71' 3.53' 14.00' 90 N13"08'54"E -- 11.50' -- -- -- 91 179°47'33" 3.51' 11.00' 248 1936.37' 92 N12°56'27"E -- 11.50' 110°58'14" 3.00' -- 93 00°12'27" 1948.00' 7.05' 35°42'15" 3.53' - 94 N14"25'23"E -- 11.50' 68°44'17" 5.00' -- 95 179"47'35" 3.51' 11.00' N73°05'48"W 1941.57' 96 N14°12'56"E -- 11.50' 173 N18°30'34"W -- 97 00"12'27" 1948.00' 7.05' 174 3.53' 98 N15"41'51"E -- 11.50' 175 90°00'00" -- 99 179'47'34" 3.51' 11.00' 176 1938.97' 100 N15 29'24"E -- 11.50' -- 177 -- 101 00'12'27" 1948.00' 7.05' -- 3.53' N73°05'48"W 102 1 N16°58'20"E -- 11.50' -- 179 -- 103 179°47'34" 3.51' 11.00' -- 1938.97' 104 N16'45'53"E -- 11.50' -- - 105 00°12'27" 1948.00' 7.05' 3.53' 182 106 N18°14'48"E -- 11.50' -- -- 107 179'47'33" 3.51' 11.00' 1936.37' 108 NIB'02'21"E -- 11.50' 31.00' -- 109 00°52'10" 1907.00' 28.94' 11.00' 14.47' -- 110 97°41'30" 6.00' 10.23' 31.00' 6.86' -- 111 N16°54'12"E -- 1.80' 11.00' -- 112 90'00'00" 3.00' 4.71' 31.00' 3.00' -- 113 N73'05'48"W -- 32.00' 11.00' -- 114 90'00'00" 3.00' 4.71' 31.00' 3.00' -- 115 N16"54'12"E -- 0.69' 11.00' -- 116 81'26'20" 3.00' 4.26' 31.00' 2.58' -- 117 01 1907.00' 28.94' 11.00' 14.47' -- 118 102'20'23" 6.00' 10.72' 31.00' 7.45' -- 119 83°24'32" 3.00' 4.37' 11.00' 2.67' -- 120 N73'05'48"W -- 32.00' 31.00' -- 121 90°00'00" 3.00' 4.71' 11.00' 3.00' -- 122 N16'54'12"E -- 0.22' 31.00- - 123 1 83'22'55" 3.00' 4.37' 11.00' 2.67' -- 124 00°47'08" 1907.00' 26.15' 31.00' 13.07' -- 125 48°07'32" 6.00' 5.04' 11.00' 2.68' -- 126 135°41'17" 2.33' 5.51' 31.00' 5.71' -- 127 N73"05'48"W -- 15.57' 11.00' -- 128 N16'54'12"E -- 9.00' 31.00' -- 129 N73°05'48"W -- 16.00' 11.00' -- 130 90'00'00" 3.00' 4.71' 31.00' 3.00' -- 131 N16 54'12"E -- 3.78' 11.00' -- 132 85°24'03" 6.00' 8.94' 31.00' 5.54' -- 133 1 00'47'29" 1907.00' 26.34' 11.00' 13.17' -- 134 89°35'00" 6.00' 9.38' 31.00' 5.96' -- 135 92°17'55" 3.00' 4.83' 11.00' 3.12' -- 136 N73'05'48"W -- 32.00' 31.00' -- 137 112°49'47" 3.00' 5.91' 11.00' 4.52' -- 138 1 6.00' 6.75' 31.00' 3.79' -- 139 DO°47'01" 1907.00' 26.08' 11.00' 13.04' -- 140 89°57'10" 6.00' 9.42' 31.00' 6.00' -- 141 N16°54'12"E 3.50' 1.09' 11.00' -- 142 1 90°01 3.00' 4.71' 31.00' 3.00' -- 143 N73'05'48"W -- 32.00' 11.00' -- 144 90°00'00" 3.00' 4.71' 31.00' 3.00' -- 145 N16°54'12"E -- 0.93' 11.00' -- 146 89'15'49" 6.00' 9.35' 31.00' 5.92' -- 147 00°47'03" 1907.00' 26.10' 11.00' 13.05' -- 148 83'42'37" 6.00' 8.77' 31.00' 5.38' -- 149 94°18'47" 3.00' 4.94' 11.00' 3.23' -- 150 N73'OS'48"W -- 31.99' 31.00' -- 151 90°00'00" 3.00' 4.71' 1 11.00' 3.00' -- 152 1 N16°54'12"E -- 1 0.49' 1 31.00' -- 11 PARKING STALL NOT TO SCALE CONSTRUCTION NOTES LINE/CURVE DATA TABLE 1 230 153 91°11'33" 6.00' 31.00' 9.55' 231 6.13' 154 N73'OS'48"W 11.00' -- 13.00' N73°05'48"W -- 155 180°00'00" 4.00' 233 12.57' 3.50' -- 156 N73'05'48"W 234 -- 13.00' -- -- 157 N16°54'12"E 180°00'00" -- 36.00' 11.00' -- 158 N73°05'48"W 8 -- 13.50' -- -- 159 180.00'00" 3.50' 11.00' 11.00' 238 -- 160 N73°05'48"W 31.00' - 13.50' 180°00'00" -- 161 N16°54'12"E -- - 18.00' 200 -- 162 N73'05'48"W 241 -- 19.84' EA -- 163 54°35'14" 3. DO, 2.86' 31.00' 1.55' 164 N18°30'34"W 3.50' -- 3.04' -- -- 165 90'00'00" 3.00' 16.00' 4.71' 245 3.00' 166 N71'29'26"E 4.71' -- 14.00' N16°54'12"E -- 167 N18°30'34"W -- -- 54.00' 20.00' -- 168 N71°29'26"E 248 -- 13.99' -- -- 169 110°58'14" 3.00' 3.50' 5.81' 11.00' 4.36' 170 35°42'15" 15.00' - 9.35' -- 4.83' 171 68°44'17" 5.00' 18.00' 6.00' 252 3.42' 172 N73°05'48"W 2.62' -- 12.74' 90°00'00" -- 173 N18°30'34"W -- -- 79.94' -- 174 N16°54'12"E -- 64.85' -- 175 90°00'00" 5.00' 7.85' 5.00' 176 N73'OS'48"W -- 31.00' -- 177 180°00'00" 3.50' 11.00' -- 178 N73°05'48"W -- 31.00' -- 179 180°00'00" 3.50' 11.00' -- 180 N73'05'48"W -- 31.00' -- 181 180°00'00" 3.50' 11.00' -- 182 N73"05'48"W -- 31.00' -- 183 180°00'00" 3.50' 11.00' -- 184 N73°05'48"W -- 31.00' -- 185 180°00'00" 3.50' 11.00' -- 186 N73°05'48"W -- 31.00' -- 187 180°00'00" 3.50' 11.00' -- 188 N73°05'48"W -- 31.00' -- 189 180°00'00" 3.50' 11.00' -- 190 N73'OS'48"W -- 31.00' -- 191 180'00'00" 3.50' 11.00' -- 192 N73'OS'48"W -- 31.00' -- 193 180°00'00" 3.50' 11.00' -- 194 N73°OS'48"W -- 31.00' -- 195 180'00'00" 3.50' 11.00' -- 196 N73'05'48"W -- 31.00' - 197 180°00'00" 3.50' 11.00' -- 198 1 N73"05'48"W -- 31.00- 199 180°00'00" 3.50' 11.00' -- 200 N173°05'48"W -- 31.00' -- 201 180°00'00" 3.50' 11.00' -- 202 N73'OS'48"W -- 31.00' -- 203 180°00'00" 3.50' 11.00' -- 204 N73°05'48"W -- 31.00' -- 205 180°00'00" 3.50' 11.00' -- 206 N73°OS'48"W -- 31.00' -- 207 180'00'00" 3.50' 11.00' -- 208 N73°O5'48"W -- 31.00' -- 209 180'00'00" 3.50' 11.00' -- 210 N73°05'48"W -- 31.00' -- 211 180°00'00" 3.50' 11.00' -- 212 N73'OS'48"W -- 31.00' -- 213 180°00'00" 3.50' 11.00' -- 214 N73°05 48"W -- 31.00' -- 215 180°00'00" 3.50' 11.00' -- 216 N73°05'48"W -- 31.00' -- 217 180 00'00" 3.50' 11.00' -- 218 N73°OS'48"W -- 31.00' -- 219 180°00'00" 3.50' 11.00' -- 220 N73°05'48"W -- 31.00' -- 221 180"00'00" 3.50' 11.00' -- 222 N73'05'48"W -- 31.00' -- 223 180°00'00" 3.50' 11.00' -- 224 N73'O5'48"W -- 31.00' -- 225 180'00'00" 3.50' 11.00' -- 226 N73'O5'48"W 1 -- 31.00' -- 227 180°00'00" 1 3.50' 1 11.00' -- 228 N73-OS'48"W I -- 1 31.00' -- 229 180'00'00" 1 3.50' 1 11.00' 1 -- 11 PARKING STALL NOT TO SCALE CONSTRUCTION NOTES LINE/CURVE DATA TABLE 1 230 N73°05'48"W 1 -- 31.00' -- 231 180°00'00" 3.50' LF 11.00' -- 232 N73°05'48"W 155 -- 31.00' -- 233 180°00'00" 3.50' SF 11.00' -- 234 N73'05'48"W 73,100 -- 31.00' -- 235 180°00'00" 3.50' LS 11.00' -- 236 N73°05'48"W 8 -- 31.00' -- 237 180°00'00" 3.50' LS 11.00' - 238 N73°0548W 8 -- 31.00' -- 239 180°00'00" 3.50' EA 11.00' -- 240 N73'05'48"W 200 -- 31.00' -- 241 180°00'00" 3.50' EA 11.00' -- 242 N73°05'48"W 4,625 -- 31.00' -- 243 180°00'00" 3.50' LS 11.00' -- 244 N73°05'48"W 1 -- 16.00' -- 245 90°00'00" 3.00' LS 4.71' 3.00' 246 N16°54'12"E 5,520 -- 2.00' -- 247 90°00'00" 20.00' LS 1 31.42' 20.00' 248 N73°05'48"W 19,320 -- 14.50' -- 249 180°00'00" 3.50' 11.00' -- 250 N73'05'48"W - 15.50' -- 251 N16'S4'12"E -- 18.00' -- 252 N16°54'12"E -- 2.62' -- 253 90°00'00" 5.00' 7.85' -- 254 N73°09'03"W -- 49.49' 11 PARKING STALL NOT TO SCALE CONSTRUCTION NOTES UNITS QUANTITY 1 PROTECT IN PLACE EXISTING SPECIFIED ITEM NOTED ON PLAN 4" WHITE STRIPING 12" (TYP.) 9' 1 2 CONSTRUCT 6" CURB PER CITY OF LA QUINTA STD. DWG. NO. 210 LF 2,355 3 CONSTRUCT 6" CURB k GUTTER PER CITY OF LA QUINITA STD. DWG. NO. 201 11 PARKING STALL NOT TO SCALE CONSTRUCTION NOTES UNITS QUANTITY 1 PROTECT IN PLACE EXISTING SPECIFIED ITEM NOTED ON PLAN LS 1 2 CONSTRUCT 6" CURB PER CITY OF LA QUINTA STD. DWG. NO. 210 LF 2,355 3 CONSTRUCT 6" CURB k GUTTER PER CITY OF LA QUINITA STD. DWG. NO. 201 LF 1,240 6 CONSTRUCT 4' WIDE VALLEY GUTTER PER DETAIL SHOWN ON SHEET 7 LF 155 7 CONSTRUCT 2' CURB TRANSITION FROM 6" OF TO 0" OF PER DETAIL SHOWN ON SHEET 7 EA 4 8 CONSTRUCT 6" PCC CONCRETE OVER 4" CLASS Il AGGREGATE BASE SF 2,560 90 CONSTRUCT 3" A.C. PAVING OVER 4.5" CLASS II AGGREGATE BASE SF 73,100 10 CONSTRUCT CURB CHANNEL PER DETAIL SHOWN ON SHEET 7 LF 60 1) PAINT 4" -WIDE DOUBLE WHITE STRIPE PARKING STALL LINES PER DETAIL ON SHEET 7 LS 1 12 INSTALL ACCESSIBLE PARKING SPACE SIGNAGE AND MARKINGS PER DETAILS SHOWN ON SHEET 7 EA 8 13 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (SEE HEREON FOR WIDTH) SF 11,325 14 CONSTRUCT FINISH SURFACE PER LANDSCAPE ARCHITECT'S PLAN. SEE PAVING LEGEND FOR TYPE. LS 1 15 INSTALL CONCRETE WHEEL STOPS PER ACCESSIBLE PARKING DETAIL SHOWN ON SHEET 7 EA 8 18 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD.DWG. NO. 250, CASE "E" EA 3 19 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD.DWG. NO. 250, CASE "B" MODIFIED EA 1 0 INSTALL TRUNCATED DOMES PER 2019 CBC REQUIREMENTS SF 200 21 REMOVE CITY OF LA QUINTA BARRICADE AND MATCH EXISTING IMPROVEMENTS EA 1 2 INSTALL ACCESSIBILITY PARKING SIGN (R100B) AT SITE ENTRANCE AS PER DETAIL 12 ON SHEET 7 EA 2 23 CONSTRUCT 6' MIN. PCC GOLF CART PATH OVER COMPACTED NATIVE SOIL SF 4,625 P4 INSTALL CROSSWALK STRIPING PER CALTRANS STD. PLAN A24F, TYPE "CONTINENTAL" SF 145 5 PLANTING AREA PER LANDSCAPE ARCHITECT'S PLANS LS 1 6 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD.DWG. NO. 250, CASE "A" EA 1 7 CONSTRUCT TWO LANDING ACCESS RAMP SIMILAR TO PER CITY OF LA QUINTA STD.DWG. NO. 250, CASE "B° EA 2 8 INSTALL FIRE LANE MARKINGS PER RIVERSIDE COUNTY FIRE LANE REQUIREMENTS, FORM 11, FIGURE 4 LS 1 29 CONSTRUCT 6" THICK MIN. CLASS "C" CONCRETE OVER COMPACTED NATIVE BASE (FOR EMERGENCY VEHICLE ACCESS) SF 5,520 30 PAINT OVER PAVEMENT RED STENCIL "FIRE LANE - NO PARKING - CVC 22500.1" PER RIVERSIDE COUNTY FIRE LANE REQUIREMENTS FORM 11 LS 1 31 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 7 (SIGN TYPE NOTED ON PLAN) LS 1 3 CONSTRUCT 4.5" A.C. PAVING OVER 5.5" CLASS II AGGREGATE BASE SF 19,320 33 PAINT 4" -WIDE WHITE STRIPING FOR DROP-OFF AREA, PER DETAIL ON SHEET 7 LS 1 13"X12' 1864 REFLECTIVE PORCRAW ETalift STAN04R0 AGXSSBtE PARKING' SIGN µ1M IDENTIFICATION SYMBOL. d' 'Unauthorized' vehicle porketl in designated ADOTO L LAW.YAIGE OR AN accessible space not displaying distinguishing iv ADVIYONLL SIGN BELOW TE placards or special license plates issued for 54 SIGN -0LL STATE persons with disabilities will be towed away at the MNOMUM FINE $250' BOLT TO owner's expense. Towed vehicles may be reclaimed POST h PROME TELEPHONE at: or by y NUMBER telephoning 81, 121x ISGIL y REFLECTIE PORCELNN EINME7. MNlTE ON lw.UE (iKCKGRLV/ND F PARKGE SIA TfvC YAN PARKING ONLY 2 ' ° e FMMi GRADE NA MIN. LETTER It Rd VAN AccEssRE SIGN (Rssu INCH ISA PARKING SGN (199) 121,8' SRE ENTRANCE SX'// (RI00B) I2;I8" NGr TO SCAE 17'x22' MRL NOT TO SCALE NOT ro SCALE 12 ACCESSIBILITY PARKING SIGNS NOT TO SCALE VAN ACCESSIBLE SIGN ACCESSIBLE SIGN (11B-502.6) (11B-502.6) _ao o.,_�nua o° aua< non ,� " n. a,°,o°<:o�000"oo� o op nn> o M oo� 36" WICE TRUNCATED DOMES nU ao uou o0 0 o-04 hood, n6 aoJ�oo 7 0 Joao�MU nOa aOna D aVJ a°a,.a�a?'a Un a�aPaP°°eon °UPJ°O°UJJ N Z 1' TY � Com' WHEEL PAINT 4" BLUE STRIPING STOP (TYR) ALONG EDGE OF PAVEMENT 4" BLUE STRIPING BLUE STRIPING NOTEALLACCESSIBLE PARKING STRIPING, SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO I SECTION 1IB-502, 2019 CBC. +� 1 9' MIN. 5' MIN. 2% MAX. SLOPE IN ANY 118, MIN. Till DIRECTION WITHIN ACCESSIBLE 3'MIN. VAN ACCESSIBLE PARKING SPACE AND ACCESS �SPA(E SQUARE AISLE 'WHITE PAIL11 INTERNATIONAL SYMBOL OF NO ACCESSIBILITY (ISA) PAVEMENT PAR LNG MAKING (11B-502.6.4.1) BLUE BACICGf UND PAINT 72 HIGH WHITE IJ LETTERING 12 ACCESSIBLE PARKING SPACES NOT TO SCALE PER 2016 CBC FIG. 11B-502.3.3 4'-0' 2'-0" 1I L2'--O' ._LrII�FI NISH SURFACE CAB MATERIAL CONSTRUCTION NOTES - STORM DRAIN PLANS UNITSUQ ANTITY 1 INSTALL 4" ADS DOUBLE WALL CORRUGATED HOPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) LF 950 2 INSTALL 6" ADS DOUBLE WALL CORRUGATED HOPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) LF 470 3 INSTALL 8" ADS DOUBLE WALL CORRUGATED HOPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) LF 800 4 INSTALL 12" ADS N-12 HDPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) LF 435 5 INSTALL 12"x 4" BUTT FUSION SADDLE FOR HDPE, #PEIIIBBRSDLXP, OR APPROVED EQUAL EA 2 6 INSTALL TV ADS N-12 HOPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) LF 550 7 INSTALL 24" ADS N-12 HOPE STORM DRAIN 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) LF 215 8 NOT USED 9 INSTALL 9"x9" CATCH BASIN, RISER k GRATE, NOS #900 OR APPROVED EQUAL EA 3 10 INSTALL 12"X12" CATCH BASIN, RISER k GRATE, NDS #1200 OR APPROVED EQUAL EA 11 10 INSTALL 18"x18" CATCH BASIN, RISER k GRATE, NDS #1882 OR APPROVED EQUAL EA 8 1 INSTALL 24"x24" CONCRETE DROP INLET k TRAFFIC -RATED GRATE, .ENSEN #D12424D OR APPROVED EQUAL EA 2 1 INSTALL 24"x36" DRAIN INLET, EXTENSIONS, k TRAFFIC -RATED GRATE, JENSEN #DI2436 OR APPROVED EQUAL EA 1 14 INSTALL CATCH BASIN PER CITY OF LA QUINTA STD. NO. 300 (WIDTH PER PLAN) EA 1 15 INSTALL 4" AREA DRAIN WITH RISER AND GRATE, NDS "SPEE-D" #101, #1/#13 OR APPROVED EQUAL EA 14 16 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 5 OF THIS SET EA 25 1 CONNECT TO BUILDING ROOF DRAIN DOWNSPOUT. SEE ARCHITECT'S PLANS. EA 7 1 INSTALL TRENCH DRAIN AT TRUCK DOCK, 24' ADS DURASLOT OR APPROVED EQUAL EA 1 19 INSTALL 8"x 4" BUTT FUSION SADDLE FOR HOPE, #PE1118BRSDLXP, OR APPROVED EQUAL EA 13 INSTALL 6" PVC CLEAN-OUT ASSEMBLY (BENDS k PLUG), W/ 18" CONCRETE COLLAR IN TRAFFIC AREAS, FLUSH • FS EA 2 6 VALLEY GUTTER NOT TO SCALE 24 V 3 FINISH SURFACE o CURB TRANSITION NOT TO SCALE CLASS "C" CONCRETE SUB GRADE 95% COMPACTED a SIGN TYPE❑1 31 FIRE LANE SIGN K 33 DROP-OFF STRIPING 6" 24" 6" 3/8'1 1"R 3/8"R FINISH GRADE (TYR) 6' CURB FACE a . 3/4"R - - - N (�) n CLASS "C" CONCRETE N CURB CHANNEL 10 NOT TO SCALE D�7 �( fF�n �nIl I( 1j () n nl �" I " H ��ce BEFORE DIG TOLL FRE1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BENCHMARK: CITY OF to QUINTA BM A3D Descriptor 1117 COPPERWELG MONUMENT STAMPED UE54,NDJEFTTHE SONST CENTERLINE ELERSECTio5 OF AVENUE Sa AND JEFFERSON STREET. ELEVATION=sasr(NAVD29) ELEvgnoN-3.z,6(NGmzs1 PRaOcrELEvgnoNATaMu439 (To obtain Project Elevations in NAVDBB Datum, Subtad 1.564' from lheelevatonsshdei (To obtain Pmject Elevatlons in NGVD29, Add DEET m the elevatuns shown). ELEVATION=3.91)3' BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON ZONEI6, ASADETTERMINEDELOCALLY By THE LIN �rwEEN usckcs sTATIDNs LA OUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD), (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS BEING N.40'16 30.20"W. pF ESSr - - QP U • • $ SEL Tp�7Fy �� /y 5> m I N T E R N A T I O N A L ac No.G3090 a 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 st CIVIC �P Phone:(760)346-7481 MBAKERINTLCOM 9rf OF CAIUQ�� I ,� �' �� 11 /1fi/2020 MICHAEL YYLMAN RCE N0. C43090 E%P. 3/31/2022 APPROVALBY CITY OF LAOUINTA pgTE /la zL BRYA aKINNEY CITY ENGINEER R.C.E. NO. 49418 EXP. 09/30/2022 CITY OF LAQUINTA,COUNTYOFRIVERSIDE,STATEOFCALIFORNIA SHEET OF SHEETS 7DIAL o U Q S PRECISE GRADING PLANS SILVERROCK RESORT - PA 4 CONFERENCE AND $HARED SERVICESYOU SECTIONS AND DETAILS LOCATED WITHIN $W i/4 DF SEC. 5 t NM, HE Y $E 1/4 ff SEC. 8, T.65.,R.7E., S. B.B.k M. DWG. NAME DATE BY DESCRIPTION APPb DATE DRAWN ORRI KE DESIGNED oRR/KE JOB NUMBER 161178 FILE NO. R E V S O N $ SCALE AS NOTED CHECKED RV DATE NOVEMBER 2020 FOR: CITY PROJECT NO. PG2019-0020