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PG2019-0018
/ 70 40TH AVE 'o AVE La Quinta z in 0 42ND o AVE SOUTHERN CALIFORNIA GAS (760)341-9581 Bermuda o ELECTRICAL w Z Dunes SPECTRUM (760)340-2225 z o z - 52ND 0 a 3 3 N Baker INVERT...............................................INV. wMILES 3 TOP OF RET. WALL ..........................TRW 54TH TOP OF FOOTING.................................TF NUE5", INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ONSTTEET. THE CALIFORNIA COORDINATE SYSTEM, 83, ZONE 6, AS DETERMINED LOCALLY BY TOP OF GRATE...................................TG DESIGN CONTOUR....... 800 OQROFESS10,y9` 4, @ F.L EXISTING CONTOUR.... 300 0 99.99 Indian '4A.99A a ELEVATION = 5.467' (NAVD88) Wells EXISTING FENCE......... X _X_ PERCENT SLOPE........... 2% _ REINFORCED CONCRETE PIPE.......................RCP or ........... AVE 'o AVE La Quinta z 50TH W so N K SOUTHERN CALIFORNIA GAS (760)341-9581 z FRONTIER 1-800-483-4000 ELECTRICAL o CABLE T. V. SPECTRUM (760)340-2225 z o CITY OF LA QUINTA BM#430- Description: 11/2"COPPERWELD MONUMENT, STAMPED FLUSH ATTHE 52ND FINISH FLOOR......................................FF w N Baker INVERT...............................................INV. 3 TOP OF RET. WALL ..........................TRW 54TH 0 Z 0 IIMIM AVE CHANNEL VICINITY MAP N.T.S. GRADING NOTES 1. GRADING SHAWL BE IN ACCORDANCE WITH THE GRADING REQUIREMENTS CF TIE CALIFORNIA BUILDING STANDARDS CODE, LATEST EDITION, AND SOILS REPORT, NO.544-16317, DATE)..MOW 10, 2017 PREPARED BY: SEAMEN ENNGINEERING. TELE 951-845-7743. 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO E?NS.FE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PlR'VIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION CF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT POWING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 12" ON THE ENTIRRE SITE OR AS REQOMMIE DED BY THE SOILS 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 A.S.T.M. SPECIFICATICNS AND THE ABOVE MENTIOED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM CF 0.3' DEEP AND BE CU67R UM A MINIMUM OF 2' FROM THE TOP CF CIT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM CF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETUNINfD 13Y THE CALIFORNIA BUILDING STANDARDS (OCE, SECTION 7010 CR EQUIVNLEM AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE CALIFORNIA BUILDING STANDARDS CODE, SECTION 7002, OR EQUIVALENT, AS OETE14AINED BY TEE CITY ENGINEER. 10. ALL STREET SECTIOS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. TIE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11, THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIOS AFTER SUBMMITTAL O "R" VALLE TESTS FOR RQUAY SUE -BASE. 12. LOCATIOS CF FIELD DENSITY TESTS SHALL BE DETERRMIINED BY THE SOIL ENGINEER CR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO TEE NER IAL TEPFESENTATIVE SAPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM TIE SOILS ENGINEER SHALL CONTAIN THE TYPE CF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND (ONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETEPoMIINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY TIE FIELD TEC-NICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, TTE FOLLOWING, SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LIN= BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BEOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERAIT(S). 17. THE CONTRACTCR IS RETOSIELE TO PREVENT SILT CONTAMINATION OF STUMATEER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVENETI S BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTICN/INFILTRATION FACILITIES, THE 00NIRACTCR SHALL CONDUCT, IN THE PRESENCE OF ITE CITY INSPECTOR, A PERFORM NCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY CF THE FACILITIES. 18. THE CONTRACTCR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIfiED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PRO.ECT. ALL. MEASU;ES SHALL BE TO THE SATISFACTION OF TIE CITY. 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 r aggrees 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 liability arising from the sole negligence of design professional. CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA APPROVED FOR PERMITTING PLANNING & ZONIN LEGENDA COMPLIANCE CC�� ��z4 ?oz1 BUILDING OFFICIAL PLANNING MANAGER PORTLAND CONCRETE CEMENT .......... POO PM 37207 / SPDP2016-COON A.J. OR GA DATE CHERI FLORES DATE AGGREGATE BASE................................AB CITY OF LA QUINTA CITY OF LA QUINTA ASPHABENCHLMARK.CRETE ............................BM SILVERROCK RESORT - MONTAGE HOTEL GENERAL NOTES FINISHED GRADE... ...................... .... FG 1. ALL WORK SHALL BE DOPE IN ACCORDANCE WITH LATEST EDITICN OF THE STANDARD PLANS CF TIE CITY CF LA QUINTA AND LATEST EDITION CF THE STAN)AR TOP OF CURB......................................TC SPECIFICATIONS RELIC WORKSPRECISE GRADING AND PAVING PLANS 2. IT SHALL BE THEFFESPONSIBIL CONSTRUCTION. FINISHED SURFACE FS CONTRACTOR TO APPLY TO THE CITY CF LA QUINTA RELIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE 0 G 000 PCC FIRE ACCESS ROAD LANDSCAPE TURF D.G. MULCH AC PAVEMENT (4.5"AC OVER 5.5" AB) LANDSCAPE D.G. & STORM DRAIN PLANS SOILS ENGINEER ALL GRADING SHALL BE IN CONFORMANCE WITH THE SOILS REPORT NO. 8227-04, DATED SEPTEMBER 4, 2019 PREPARED BY: October 29, 2019 (Revised July 22, 2020) GLOBAL GEO-ENGINEERING, INC. 3 CORPORATE PARK IRVINE, CA. 92606 949-221-0900 SOILS ENGINEER'S CERTIFICATE THESE PLANS CONFORM WITH THE RECOMMENDATIONS OF THE SWLS REPORT JOB NO. 8227-04, sul DATED $ ff BER 4, 2019. ,October 29, 2019 (Revised July 22, 2020) l , 2( SCALE: 1" = 200' PO 100 0 200 400 61 SCALE: 1"=200' PARKING REQUIREMENTS (*) MONTAGE HOTEL PARKING (100% VALET PARKING) - 165 SPACES ACCESSIBLE (*) PARKING 2% OF OVERALL PARKING - 4 REQUIRED, 5 PROVIDED (4 STANDARD + 1 VAN ACCESSIBLE) (*) EV READY PARKING 6% OF OVERALL PARKING - 10 REQUIRED, 12 PROVIDED (SEE ELECTRICAL DRAWINGS) (*) CLEAN AIR / CAR PARKING 8% OF OVERALL PARKING - 14 REQUIRED, 14 PROVIDED (*) SHORT TERM BICYCLE PARKING 5% OF OVERALL PARKING - 9 REQUIRED, 10 PROVIDED (SEE LANDSCAPE DRAWINGS) (*) LONG TERM BICYCLE PARKING 5% OF OVERALL PARKING - 36 REQUIRED, 36 PROVIDED (ALL LONG TERM BICYCLE PARKING PROVIDED IN THE BIKE SHED AT SHARED SERVICE SITE NEXT TO STAFF ENTRANCE. SEE LANDSCAPE DRAWINGS) UTILITIES/SERVICES WATER ..... SEWER HIGH POINT.........................................HP GAS SOUTHERN CALIFORNIA GAS (760)341-9581 LOW POINT..........................................LP FRONTIER 1-800-483-4000 ELECTRICAL GRADE BREAK....................................GB CABLE T. V. SPECTRUM (760)340-2225 FLOWLI NE.............................................FL CITY OF LA QUINTA BM#430- Description: 11/2"COPPERWELD MONUMENT, STAMPED FLUSH ATTHE THEBASIS OFBEARINGS FOR THISSUIIS FINISH FLOOR......................................FF PAD ELEV.........................................PAD Baker INVERT...............................................INV. TOP OF WALL.....................................TW TOP OF RET. WALL ..........................TRW TOP OF FOOTING.................................TF NUE5", INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ONSTTEET. THE CALIFORNIA COORDINATE SYSTEM, 83, ZONE 6, AS DETERMINED LOCALLY BY TOP OF GRATE...................................TG DESIGN CONTOUR....... 800 OQROFESS10,y9` 4, @ F.L EXISTING CONTOUR.... 300 DESIGN ELEVATION..... 99.99 EXISTING ELEVATION.. '4A.99A PROPERTY LINE.......... ELEVATION = 5.467' (NAVD88) EXISTING FENCE......... X _X_ PERCENT SLOPE........... 2% _ REINFORCED CONCRETE PIPE.......................RCP CAST -IN-PLACE PIPE ....................... ........... CIPP STORM DRAIN...............................................SD FINISHED SURFACE.......................................FS =' y I N T E R N A T I O N A L g POINT OF COMPOUND CURVATURE ..............POO OF 22 WATER SURFACE ELEVATION .......................WSE TOP OF PIPE...............................................TOP / BEFORE DAYS BEFORE BOTTOM OF PIPE.........................................BOP QUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD), PER TOP OF MANHOLE.......................................TMH TRANSITION STRUCTURE ..............................TS DATE Z BRYA Mc�NNEY JUNCTION STRUCTURE.................................JS SHEETS ADVANCED DRAINAGE SYSTEMS ..................ADS EXISTING.......................................................EX CLEANOUT............ ...................................... -CO WATER......................................................... DWG. NAME WTR SANITARY SEWER........................................SS NATIONAL GEODETIC SURVEY, NAD83, * * Palm Desert, CA 92211 SERVICE ....................................................SERV TITLE SHEET TOP OF CLEAN-OUT.................................TOC from the elevations shown). PROP. STORM DRAIN - EX. WATER LINE JT OIV 1� �Q- Phone: (760) 346-7481 MBAKERINTL.COM EX. SEWER LINE PROPERTY LINE IL DESCRIPTION RIGHT -OF -WAY DATE - CENTERLINE JOB NUMBER 161178 FILE N0. SLOPE (To obtain Project Elevations in NGVD29, Add 0.687 to the elevations shown). NATIONAL GEODETIC SURVEY PUBLISHED DAYLIGHT LINE - - -ij� - -it, ADA PATH OF TRAVELAN 111 ALI _, AC PAVEMENT (3"AC OVER 4.5" AB) 06/14/2021 OAOwQO GRASSPAVE2 R E V I S 1 0 N S Qo--o4oc' SCALE AS NOTED 0 G 000 PCC FIRE ACCESS ROAD LANDSCAPE TURF D.G. MULCH AC PAVEMENT (4.5"AC OVER 5.5" AB) LANDSCAPE D.G. & STORM DRAIN PLANS SOILS ENGINEER ALL GRADING SHALL BE IN CONFORMANCE WITH THE SOILS REPORT NO. 8227-04, DATED SEPTEMBER 4, 2019 PREPARED BY: October 29, 2019 (Revised July 22, 2020) GLOBAL GEO-ENGINEERING, INC. 3 CORPORATE PARK IRVINE, CA. 92606 949-221-0900 SOILS ENGINEER'S CERTIFICATE THESE PLANS CONFORM WITH THE RECOMMENDATIONS OF THE SWLS REPORT JOB NO. 8227-04, sul DATED $ ff BER 4, 2019. ,October 29, 2019 (Revised July 22, 2020) l , 2( SCALE: 1" = 200' PO 100 0 200 400 61 SCALE: 1"=200' PARKING REQUIREMENTS (*) MONTAGE HOTEL PARKING (100% VALET PARKING) - 165 SPACES ACCESSIBLE (*) PARKING 2% OF OVERALL PARKING - 4 REQUIRED, 5 PROVIDED (4 STANDARD + 1 VAN ACCESSIBLE) (*) EV READY PARKING 6% OF OVERALL PARKING - 10 REQUIRED, 12 PROVIDED (SEE ELECTRICAL DRAWINGS) (*) CLEAN AIR / CAR PARKING 8% OF OVERALL PARKING - 14 REQUIRED, 14 PROVIDED (*) SHORT TERM BICYCLE PARKING 5% OF OVERALL PARKING - 9 REQUIRED, 10 PROVIDED (SEE LANDSCAPE DRAWINGS) (*) LONG TERM BICYCLE PARKING 5% OF OVERALL PARKING - 36 REQUIRED, 36 PROVIDED (ALL LONG TERM BICYCLE PARKING PROVIDED IN THE BIKE SHED AT SHARED SERVICE SITE NEXT TO STAFF ENTRANCE. SEE LANDSCAPE DRAWINGS) UTILITIES/SERVICES WATER COACHELLA VALLEY WATER DISTRICT (760)398-2651 SEWER COACHELLA VALLEY WATER DISTRICT (760)398-2651 GAS SOUTHERN CALIFORNIA GAS (760)341-9581 TELEPHONE FRONTIER 1-800-483-4000 ELECTRICAL IMPERIALIRRIGATION DISTRICT (800)303-7756 CABLE T. V. SPECTRUM (760)340-2225 0 N OWNER/DEVELOPER SILVERROCK PHASE 1, LLC 3551 FORTUNA RANCH ROAD ENCINITAS, CA. 92024 (760) 634-6543 CONTACT:JOHN GAMLIN APN 777-050-012 777-050-031 777-050-036 777-050-045 777-050-065 SHEET INDEX SHEET No. DESCRIPTION 1 TITLE SHEET 2-12 PRECISE GRADING AND PAVING PLAN 13 MONTAGE PARKING LOT 14 CONSTRUCTION NOTES, QUANTITY ESTIMATES, SECTIONS, DETAILS 15-22 STORM DRAIN PLANS RESPCNISIELE FCR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIROMENTAL REGUATIONS DURING THE LIFE C- CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AD/OR PERMITS MAY BE REQUIRE). 3. THE CONTRACTCR SHALL OBTAIN ALL PERMITS AS REQUIRED BY TIE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL NOTIFY TIE CITY CF LA QUINTA RELIC WORKS DEPARTMENT 48 HODS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048. 5. TIE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY C1NLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION CF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FILLY RE-SPOISIBEE FCR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIELE FOR THE REMOVAL, REPLACEMENT, OR RELOCATICN OF ALL REGU_ATORY, WARINING AND GUIDE SIGNS. T TIE CITY ETNGINEER SHALL. APPROVE TIE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY OL MEMS OR BENCH MARKS NOTED ON THE RAMS, OR FOUND DURING CONSTRUCTICN. REMOVAL AND REPIAGWENT SHALL DE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NU1EER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OOCLPANCt' SHALL. BE PERFORMED ONLY DURING THE TIME PERIODS AS FCLL(WS.- OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM MAY 1ST TO SEPTEMBER 30TH MONDAY -FRIDAY 6:00 AM TO 7:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL. HOLIDAYS. NO REDLCTICN OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, OR MEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. NO LME CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE & 30 AM AND AFTER 3:30 PM UNLESS AUTHORIZED TO DO SO BY THE CITY ENGINEER. 10. ALL TRAVELED WAYS MUST BE CLEME) DAILY O ALL DIRT, MD, AND DEBIRIS DEPOSITED ON THEM AS A {RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION CF THE CITY ENGINEER. 11. ALL COJSTRUCTICN AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH CALIFORNIA THE STATE MANUAL CF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFU ANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1 -ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCIARGE ELIMINATION SYSTEM (NOES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE WATER RESOURCES CONTROL BOAR (SMRCB), PREPARE A STORM WATER POLLUTION PfTEVENTIO4 PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE. THE NUS IS A NATIONAL PROGRAM TO CONTROL NON-POINTT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLBIEJTED AND ENFORCED BY THE SWIM. SIGNING AND STRIPING NOTES 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKING CHAPTER DE THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BY FHWA. 3. ALL WORK SHALL BE DONE 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. 5. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED MATERIAL ON BOTH COATS, AND SHALL CONFORM TO SECTION 84-3, ENTITLED PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. THERE SHALL BE A 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. 6. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UNLESS APPROVED BY THE CITY ENGINEER. 7. WHEN STREET IS CURB -LESS OR WHEN THE CURB ALIGNMENT PROVIDES AN UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL USE CENTERLINE CONTROL POINTS (ON 50 FOOT CENTERS-I.E. STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A LICENSED SURVEYOR OR CIVIL ENGINEER AS A BASIS FOR STRIPING LAYOUT. 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE CONFLICTING AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL AND SLURRY SEAL SHALL BE UTILIZED FOR BLACKOUT ADJACENT TO LANE LINES. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY ENGINEER. ALL REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER. 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OF HIGH-POWERED VACUUM. 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUAB OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATIONS OF ASPHALT SEALANT. 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS", AS SPECIFIED IN THE STATE STANDAR SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 2003 MUTCD. ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS, 12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133 AND OBTAIN AN INQUIRY IDENTIFICATION NEER 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 UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS. BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THE TRAVELED WAY OR IN THE 20 FT. CLEAR ZONE OF THE ROADWAY SHOULDER. PAVING NOTES 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, 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 CONTRACTOR SHALL SUBMIT WRITTEN ENNIDENCE 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 CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED, AND LIGHTED IN CONFORMANCE WITH THE CALTRANS "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORKZONES" 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 COPSES 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): IIIA-C2-PG70-10 BASE COURSE (LOWER COURSES): IIIB-83-PG70-10 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: FOURTEEN (14) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL, A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH 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 QUINTA'S DESIGN MIX APPROVAL CHECKLIST (FORM F082) TO ENSURE ALL REQUIRED LAT 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 HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS -1H" COFORMING TO SECTION 203-3 DE THE STANDAR 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 IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAW CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANING, AS NEEDED. 7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO 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. FLOOD ZONE FEMA FLOOD ZONE X. PANEL 2242G SEE SHEET 14 - FOR CONSTRUCTION NOTES, SIGNING & STRIPING NOTES, STORM DRAIN NOTES, AND QUANTITY ESTIMATES, WDID #733C382617 BENCHMARK: BASIS OF BEARINGS: APPROVAL BY: CITYOFLA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T �j/J��j\ �j D \\ J)I/ -� II "T CITY OF LA QUINTA BM#430- Description: 11/2"COPPERWELD MONUMENT, STAMPED FLUSH ATTHE THEBASIS OFBEARINGS FOR THISSUIIS Baker �/ �J NUE5", INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ONSTTEET. THE CALIFORNIA COORDINATE SYSTEM, 83, ZONE 6, AS DETERMINED LOCALLY BY OQROFESS10,y9` 4, @ F.L PRECISE GRADING PLAN 1 o ELEVATION = 5.467' (NAVD88) ! F ti� - �P !'� y SILVERROCK RESORT DIAL TWO WORKING ELEVATION = 3.216' (NGVD29) THE LINE BETWEEN USC&GS STATIONS LA =' y I N T E R N A T I O N A L g Z OF 22 / BEFORE DAYS BEFORE PROJECT ELEVATION AT BM #430 QUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD), PER `� z "' 75110 Gerald Ford Drive, Suite 100 No. C43090 `� DATE Z BRYA Mc�NNEY MONTAGE HOTEL SHEETS (POSITIONS DWG. NAME YOU DIG YOU DIG Mt` (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' NATIONAL GEODETIC SURVEY, NAD83, * * Palm Desert, CA 92211 CITY ENGINEER TITLE SHEET from the elevations shown). EPOCH 2011.00) AS SHOWN ON THE JT OIV 1� �Q- Phone: (760) 346-7481 MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/22 DATE BY DESCRIPTION APP'D DATE DRAWN ORR/KE DESIGNED ORR/KE JOB NUMBER 161178 FILE N0. TOLL FREE TEL 811 (To obtain Project Elevations in NGVD29, Add 0.687 to the elevations shown). NATIONAL GEODETIC SURVEY PUBLISHED qlF 0Ti', / (., OF CA��F n LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. A PUBLIC SERVICE BY DATA SHEETS, BEING: NORTH 40"16'30.20" 06/14/2021 R E V I S 1 0 N S SCALE AS NOTED CHECKED RV DATE JUNE 2021 FOR: CITY PROJECT NO. PG2019-0018 UNDERGROUND SERVICE ALERT ELEVATION=3.903' WEST. MICHAEL RCE NO. C43090, EXP. 3-31-22 DATE: PG2019-0018 CONSTRUCTION NOTES ® CONSTRUCT CONCRETE FLATWORK PER LANDSCAPE ARCHITECT'S PLAN 21 CONSTRUCT RETAINING WALL PER LANDSCAPE ARCHITECT'S PLAN (PER SEPARATE PLAN AND PERMIT) 22 CONSTRUCT STONE WALL PER LANDSCAPE ARCHITECT'S PLAN (PER SEPARATE PLAN AND PERMIT) 23 CONSTRUCT 6° MIN. PCC GOLF CART PATH & FIRE ACCESS ROAD OVER COMPACTED NATIVE SOIL (SEE PLAN FOR WIDTH) 24 INSTALL GRASSPAVE2 PER LANDSCAPE ARCHITECT'S PLAN AND MANUFACTURER'S RECOMMENDATIONS h� (SEE PLAN FOR WIDTH) 25 INSTALL POOL FENCING PER LANDSCAPE ARCHITECT'S PLAN 26 INSTALL HANDRAILS PER ARCHITECTS PLANS 30 CONSTRUCT SCREEN WALL PER LANDSCAPE ARCHITECT'S PLAN 33 INSTALL PERMANENT "POSTING° SIGN W/ LETTERING "NO PARKIN — FIRE LANE — CVC 22500.1” INSTALL SIGNAGE "FOR EMERGENCY VEHICLES, GOLF CARTS, & MAINTENANCE VEHICLES ONLY" sr �S4° 35 INSTALL FIRE LANE STENCILING EVERY 30 FT. "NO PARKING — FIRE LANE — CVC 22500.1' - `- s .. �� �� p �k •c 17 8 S 10TH J J2 x 41 y:.•" Ar "-'�..:I;, ..•... � �,>.�,,, as; �; ., ,•�� �,.,`� 3 Jj�y F �?7 � ��41 � :h. < ',ASt„_` S << � dfy .03 ... ... - ,�� ., '^`'•... -. „ 3'"`; `�'.�'.. �.l� '� _ ~�'ro% ._ ::'.. �,: ^� ,. � .\ %/+ � : x n 3i.� .. _ - hl . ' �.....\\� f; a. / .; ' � %1` ? nl\. 70_ _ � .. all 29.23' FS moo wo SEE SHEET 15 FOR STORM DRAIN IMPROVEMENTS LEGEND 1 L • 1 ...... ADA PATH OF TRAVEL .... ACCESS TO BUILDING 20 10 0 20 SCALE: 1"=20 AGI BENCHMARK: BASIS OF BEARINGS: APPROVALBY: CITYOFLAQUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T I�7V,,' II I�Lrl DR� CITY OF LA QUINTA BM#430- Description: 11/2"COPPERWELD MONUMENT,STAMPED"LS-98",FLUSHATTHE CENTERLINE THE BASIS OF BEARINGS FOR THIS SURVEY IS - �7J1 fl�T ���JJ1111SSS !lISSS INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. THE CALIFORNIA COORDINATE SYSTEM,CCS 83, ZONE 6, AS DETERMINED LOCALLY BY QROfESS(pN9 F,� l PRECISE GRADING PLAN 0 ELEVATION=5.46T(NAVD88) h�� �pEt j�! Fy SILVERROCK RESORT DIAL TWO WORKING ELEVATION = 3.216' (NGVD29) THE LINE BETWEEN USC&GS STATIONS LA C52005 y c I N T E R N A T I O N A L g m �/J / G �/ Z G 22 BEFORE r DAYS BEFORE pROJECTELEvaTION AT BM #430 QUINTA (P491) AND COLLEGE OF THE DESERT (COTD), PER c� z No. 043090 s 75-410 Gerald Ford Drive, Suite 100 DATE Z7 BRYArfr McKINNEY MONTAGE LUXURY HOTEL OF SHEETS I (POSITIONS DWG. NAME YOU DIG YOU DIG( q� TooblainProectinNAVD' � Elevations 88Datum,Subtract 1.564 NATIONAL GEODETIC SURVEY, NAD83, Palm Desert, CA 92211 CITY ENGINEER PRECISE GRADING PLAN from the elevations shown). EPOCH2O11.00)ASSHOWNONTHE r1'7. �/V1� �P Phone: (760)_346-7481 - MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/22 MONTAGE SPA DATE BY DESCRIPTION APP'D DATE DRAWN OAR/KE DESIGNED ORR/KE JOB NUMBER 161178 FILE NO. TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY (To obtain Project Elevations in NGVD29, Add 0.68T to the elevations shown). NATIONAL GEODETIC SURVEY PUBLISHED 9T�c OQ� tilG OF CA��E WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.65.,R.7E., S.B.B.& M. DATA SHEETS, BEING: NORTH 40°16'30.20" ;fes 06/14/2021 R E V I S O N S SCALE AS NOTED CHECKED RV DATE JUNE 2021 FOR: FOR' CITY PROJECT NO. PG2019-0018 UNDERGROUND SERVICE ALERT ELEVATION =3.903' WEST. MICHAEL TYLMAN RCE NO. C43090, EXP. 3-31-22 DATE: PG2019-0018 r'd SEE SHEET 16 FOR STORM DRAIN IMPROVEMENTS LEGEND ...... ADA PATH OF TRAVEL ...... ACCESS TO BUILDING 13 r' t s — 1 ' 13 30.80FS30.oyi�— — 1 — — — — — �F 3D_36FL —OB-- i I.- HMANSON LANE F5 �'. 6 - 4 ' --CO ` ••L ' < r�,- ,� N 20`SII eo ' „' y .:.30.80TC DROP-OFF PROPOSED 3'WIDE 31.14,' 3Q 47FL ae �CF TRUNCATED DOMES ^ =✓1'v GB AK.__.... 0" PER STREET PLAN SEE STREET PLANS FOR IMPROVEMENTS WITHIN R/W I S PRI ED FLUSH Ni CONCRETE BAND PER STREET PLAN 30A t �✓ Y ;1 /- 3D 51 r , i, n ,r., oouu000 '© uoo„oaoo<>T <>�n�cr :,Davao,>��, nr opo„c�ao�x 30, � ,, ^"•. ., r -»_ 1 / FS GB I o,.,.,,.... 8 1 8 I _..� fi 3p.83FS 30.83FS 30.72FS ro C&G 0 0 0 1.1 11 IN:� BIKE PER M n` 31.00TW 24.74FS F. FF=31.00 lu.yara/ 2s Frr '0 PE=30.58 I36 a °h r a IFc 1 1 (PAD=30.5) 8 �� ��. �� �.I• / �ti 30.9117S 2FS t T. 30.83FS 3V f\� € I } y. �705,7,FI 30.75FS F� r, - ,, 3�.98FS`” } "i X29.781 .,,30.58FS TRASH RECEPTACLE 3MISFS 1 STORAGE AREA I I i I 0 1 1 1 I] I 24.20 TC 23.70 FS \I BENCHMARK: BASIS OF BEARINGS: APPROVALBY: CITYOF LAQUINTA CITYOF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T /f��j(\ CITY OF LA QUINTA BM #430- Description: 1112” COPPERWELD THE BASIS OF BEARINGS FOR THIS SU RVEY IS DH \\ JI l� '—� MONUMENT,STAMPED "LS -98", FLUSH AT THE CENTERLINE ROF ESS �ONq Michael BakerPRECISE GRADING PLAN �`// THE CALIFORNIA COORDINATE SYSTEM, CCS 2 INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. Q�3 ELEVATION=5.467'(NAVD88) 83, ZONE 6, AS DETERMINED LOCALLY BY h�� �QEL Tye Fc SILVERROCK RESORT ELEVATION = 3.216' (NGVD29) THE LINE BETWEEN USC&GS STATIONS LA y I N T E R N A T I O N A L 9 DIAL TWO WORKING QUINTACS2005(P491)AND COLLEGE OF m m _ "�' / DATE Z MONTAGE LUXURY HOTEL OF 22 SHEETS BEFORE DAYS BEFORE PROJECT ELEVATION ATBM#430 THE DESERT (COTD), (POSITIONS PER z No. C43os0 A 75.410 Gerald Ford Drive, Suite 100 BRYAlq McKINNEY YOU DIG YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' NATIONAL GEODETIC SURVEY, NAD83, * * Palm Desert, CA 92211 CITY ENGINEER PRECISE GRADING PLAN DWG. NAME tN from the elevations shown). Phone: (760) 346-7481 - MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/22 EPOCH 2011.00) AS SHOWN ON THE sT �Iv1�. �P MONTAGE HOTEL LOBBY TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.68Ttothe NATIONAL GEODETIC SURVEY PUBLISHED 9%F FpR� DRAWN DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY (Too obtain DATE BY DESCRIPTION APP'D DATE OF CA1� .x 06/14/2021 ORR/KE ORRIKE 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. UNDERGROUND SERVICE ALERT DATA SHEETS, BEING: NORTH 40°16'30.20" "r SCALE CHECKED DATE FOR: PG2019-001 8 ELEVATION WEST. R E V I S 1 0 N S MICHAEL 1YLMAN RCE NO. C43090, EXP. 3-31-22 DATE: AS NOTED RV JUNE 2021 CITY PROJECT NO. PG2019-0018 ,fob n tiw' . ` ••L ' < r�,- ,� N 20`SII eo ' „' y .:.30.80TC DROP-OFF PROPOSED 3'WIDE 31.14,' 3Q 47FL ae �CF TRUNCATED DOMES ^ =✓1'v GB AK.__.... 0" PER STREET PLAN SEE STREET PLANS FOR IMPROVEMENTS WITHIN R/W I S PRI ED FLUSH Ni CONCRETE BAND PER STREET PLAN 30A t �✓ Y ;1 /- 3D 51 r , i, n ,r., oouu000 '© uoo„oaoo<>T <>�n�cr :,Davao,>��, nr opo„c�ao�x 30, � ,, ^"•. ., r -»_ 1 / FS GB I o,.,.,,.... 8 1 8 I _..� fi 3p.83FS 30.83FS 30.72FS ro C&G 0 0 0 1.1 11 IN:� BIKE PER M n` 31.00TW 24.74FS F. FF=31.00 lu.yara/ 2s Frr '0 PE=30.58 I36 a °h r a IFc 1 1 (PAD=30.5) 8 �� ��. �� �.I• / �ti 30.9117S 2FS t T. 30.83FS 3V f\� € I } y. �705,7,FI 30.75FS F� r, - ,, 3�.98FS`” } "i X29.781 .,,30.58FS TRASH RECEPTACLE 3MISFS 1 STORAGE AREA I I i I 0 1 1 1 I] I 24.20 TC 23.70 FS \I BENCHMARK: BASIS OF BEARINGS: APPROVALBY: CITYOF LAQUINTA CITYOF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T /f��j(\ CITY OF LA QUINTA BM #430- Description: 1112” COPPERWELD THE BASIS OF BEARINGS FOR THIS SU RVEY IS DH \\ JI l� '—� MONUMENT,STAMPED "LS -98", FLUSH AT THE CENTERLINE ROF ESS �ONq Michael BakerPRECISE GRADING PLAN �`// THE CALIFORNIA COORDINATE SYSTEM, CCS 2 INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. Q�3 ELEVATION=5.467'(NAVD88) 83, ZONE 6, AS DETERMINED LOCALLY BY h�� �QEL Tye Fc SILVERROCK RESORT ELEVATION = 3.216' (NGVD29) THE LINE BETWEEN USC&GS STATIONS LA y I N T E R N A T I O N A L 9 DIAL TWO WORKING QUINTACS2005(P491)AND COLLEGE OF m m _ "�' / DATE Z MONTAGE LUXURY HOTEL OF 22 SHEETS BEFORE DAYS BEFORE PROJECT ELEVATION ATBM#430 THE DESERT (COTD), (POSITIONS PER z No. C43os0 A 75.410 Gerald Ford Drive, Suite 100 BRYAlq McKINNEY YOU DIG YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' NATIONAL GEODETIC SURVEY, NAD83, * * Palm Desert, CA 92211 CITY ENGINEER PRECISE GRADING PLAN DWG. NAME tN from the elevations shown). Phone: (760) 346-7481 - MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/22 EPOCH 2011.00) AS SHOWN ON THE sT �Iv1�. �P MONTAGE HOTEL LOBBY TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.68Ttothe NATIONAL GEODETIC SURVEY PUBLISHED 9%F FpR� DRAWN DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY (Too obtain DATE BY DESCRIPTION APP'D DATE OF CA1� .x 06/14/2021 ORR/KE ORRIKE 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. UNDERGROUND SERVICE ALERT DATA SHEETS, BEING: NORTH 40°16'30.20" "r SCALE CHECKED DATE FOR: PG2019-001 8 ELEVATION WEST. R E V I S 1 0 N S MICHAEL 1YLMAN RCE NO. C43090, EXP. 3-31-22 DATE: AS NOTED RV JUNE 2021 CITY PROJECT NO. PG2019-0018 CONSTRUCTION NOTES ® CONSTRUCT CONCRETE FLATWORK PER LANDSCAPE ARCHITECT'S PLAN 13 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTH PER PLAN) 21 CONSTRUCT RETAINING WALL PER LANDSCAPE ARCHITECT'S PLAN (PER SEPARATE PLAN AND PERMIT) 23 CONSTRUCT 6" MIN. PCC GOLF CART PATH & FIRE ACCESS ROAD OVER COMPACTED NATIVE SOIL (SEE PLAN FOR WIDTH) 25 INSTALL POOL FENCING PER LANDSCAPE ARCHITECT'S PLAN 35 INSTALL FIRE LANE STENCILING EVERY 30 FT. "NO PARKING - FIRE LANE - CVC 22500.1" 0 z Z 0 0 LL. N W W V) jS W W 'fl co MATCHLINE - SEE SHEET 3 FF=31.00 PE=30.58 (PE=30.5) MATCHLINE - SEE SHEET 5 SEE SHEET 16 FOR STORM DRAIN IMPROVEMENTS LEGEND INNS 0 Sl 11 ...... ADA PATH OF TRAVEL .... ACCESS TO BUILDING 0 u 10 5 0 10 SCALE- 1"=10' BENCHMARK: M M M M = 11 1.0% 1 1 1 1 APPROVALBY: CITYOFLAQUINTA CITY OF LAQUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 1 /[��, D�\\ J(I/ -'���� 1 1.0% 1 TRASH RECEPTACLE STORAGE AREA SD----._._ - - \� INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. 1 ;EE�IP. BENCHMARK: BASIS OF BEARINGS: FF=26.90 1 PE=26.2 1 1 APPROVALBY: CITYOFLAQUINTA CITY OF LAQUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 04 O N N 0 b w U) w �d BENCHMARK: BASIS OF BEARINGS: APPROVALBY: CITYOFLAQUINTA CITY OF LAQUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T /[��, D�\\ J(I/ -'���� CITY OF LA QUINTA BM 0430 - Descripton: 1 1/2" COPPERWELD MONUMENT, STAMPED "LS -98", FLUSH AT THE CENTERLINE THE BASIS OF BEARINGS FOR THIS SURVEY IS \� INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. THE CALIFORNIA COORDINATE SYSTEM, 83, ZONE 6, AS DETERMINED LOCALLY QPpFESS/p�BakerPRECISE �O ! GRADING PLAN 0 ELEVATION=5.46T(NAVD88) BY �Q pEL l` Fy !� SILVERROCK RESORT DIAL TWO WORKING ELEVATION=3s16(NGv°zs) THE LINE BETWEEN USC&GS STATIONS LA QUINTA C520o5 AND COLLEGE �� c 9 z I N T E R N A T 1 0 N A L � � 22 BEFORE / DAYS BEFORE PROJECT AT BM #430 (P491) OF THE DESERT PER " z 75 410 Gerald Ford Drive, Suite 100 ce No. C43090 A _ .G DATE Z Z BRYA McKINNEY MONTAGE LUXURY HOTEL OF SHEETS 1 1 (COTD), (POSITIONS DWG. NAME YOU DIG 1t1 YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' NATIONAL GEODETIC SURVEY,NAD83, t * Palm Desert, CA 92211 CITY ENGINEER PRECISE GRADING PLAN from the elevations shown). EPOCH2O11.00)ASSHOWNONTHE sT �Iv1V �P Phone: (7601346-7481 - MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/22 MONTAGE HOTEL LOBBY DATE BY DESCRIPTION APP'D DATE DRAWN 0RR/KE DESIGNED ORR/KE JOB NUMBER 161178 FILE NO. TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE (To obtain Project Elevations in NGVD29, Add 0.687 to the elevations shown). NATIONAL GEODETIC SURVEY PUBLISHED q TF OF`\FOR iltf � fir;-,-- CA LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. DATA SHEETS, BEING: NORTH 40°16'30.20" 06/14/2021 R E V S ( O N S SCALE AS NOTED CHECKED RV DATE JUNE 2021 FOR: CITY PROJECT NO. PG2019-0018 A UNDERGROUND SERVICE ALERT ELEVATION=3.903' WEST. MICHAEL TYLMAN RCE N0. C43090, EXP. 3-31-22 DATE: PG2019-0018 04 O N N 0 b w U) w �d �I�7=�O D--)-,)�I BENCHMARK: BASIS OF BEARINGS: I��� �[� , - �: +, �(a'� W W z9'z3Fs CITY M NT, ST TA BM#4 -98", FLUSH HECE TERU ELD MONUMENT, STAMPED "LS -98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION =5.467' (NAVD88) ELEVATION =3.216'(NGVD29) PROJECT ELEVATION ATBM#430 (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' from the elevations shown). (To obtain Project Elevations in NGVD29, Add 0.687'to the elevations shown). ELEVATION =3.903 THE CALIF OF BEARINGSFORTHIS SU RVEYTEM, O IS THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY BY THE LINE BETWEEN USC&GS STATIONS LA E OF QUI DESERT(COTD)91J AND (POSITIONS (POSITIONS PER R THE NATIONAL NATIONAL GEODETIC SURVEY, NAD83, GEODETIC EPOCH 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING: NORTH 40°16'30.20" WEST. U) 1 W - SEE SILVERROCK RESORT W 28.76FS DATE WI 7 zl i m INTERNATIONALzi� DATE J OF 22 SHEETS 2 U1 Q1~ BTz?AN09cKlNNEY CITY ENGINEER PRECISE GRADING PLAN DWG. NAME 1N Al 1V 1 w �I�7=�O D--)-,)�I BENCHMARK: BASIS OF BEARINGS: I��� �[� , - �: +, �(a'� MATCHLINE \\�`/�JJ �( J�Ir-JJ„ T DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG �N TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY M NT, ST TA BM#4 -98", FLUSH HECE TERU ELD MONUMENT, STAMPED "LS -98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION =5.467' (NAVD88) ELEVATION =3.216'(NGVD29) PROJECT ELEVATION ATBM#430 (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' from the elevations shown). (To obtain Project Elevations in NGVD29, Add 0.687'to the elevations shown). ELEVATION =3.903 THE CALIF OF BEARINGSFORTHIS SU RVEYTEM, O IS THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY BY THE LINE BETWEEN USC&GS STATIONS LA E OF QUI DESERT(COTD)91J AND (POSITIONS (POSITIONS PER R THE NATIONAL NATIONAL GEODETIC SURVEY, NAD83, GEODETIC EPOCH 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING: NORTH 40°16'30.20" WEST. �oQROFESS/p - SEE SILVERROCK RESORT SHEET DATE BY 7 �I�7=�O D--)-,)�I BENCHMARK: BASIS OF BEARINGS: I��� �[� , - �: +, �(a'� \\�`/�JJ �( J�Ir-JJ„ T DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG �N TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY M NT, ST TA BM#4 -98", FLUSH HECE TERU ELD MONUMENT, STAMPED "LS -98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION =5.467' (NAVD88) ELEVATION =3.216'(NGVD29) PROJECT ELEVATION ATBM#430 (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' from the elevations shown). (To obtain Project Elevations in NGVD29, Add 0.687'to the elevations shown). ELEVATION =3.903 THE CALIF OF BEARINGSFORTHIS SU RVEYTEM, O IS THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY BY THE LINE BETWEEN USC&GS STATIONS LA E OF QUI DESERT(COTD)91J AND (POSITIONS (POSITIONS PER R THE NATIONAL NATIONAL GEODETIC SURVEY, NAD83, GEODETIC EPOCH 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING: NORTH 40°16'30.20" WEST. �oQROFESS/p SILVERROCK RESORT DATE BY I��� �[� , - �: +, �(a'� PRECISE GRADING PLAN �oQROFESS/p SILVERROCK RESORT i m INTERNATIONALzi� DATE MONTAGE LUXURY HOTEL OF 22 SHEETS No. C43090 75-410 Gerald Ford Drive, Suite 100 * * Palm Desert, CA 92211 BTz?AN09cKlNNEY CITY ENGINEER PRECISE GRADING PLAN DWG. NAME sf p1V1�, �P Ph''onvve: (760) 346-7481 MBAKERINTL.COM ��"'I"�rr �" OF R.C.E. NO. 49418 EXP. os/30/22 MONTAGE HOTEL LOBBY LOCATE) WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. DESCRIPTION APP'D DATE DRAWN ORR/KE DESIGNED ORR/KE JOB NUMBER 161178 FILE N0. CAIYF� 06/14/2021 MICHAEL TYLMAN RCE NO. C43090, EXP. 3-31-22 DATE: PG2019-0018 R E V I S 1 0 N S SCALE AS NOTED CHECKED RV DATE JUNE 2021 FOR: CITY PROJECT NO. PG2019-0018 MATCHLINE - SEE SHEET 3 1 ' . < ' —0.95%— ' 26.00TG POOL EQU FF=26.9 PE=26.2 I MATCHLINE - SEE SHEET 5 SEE SHEET 8 1 1 SCALE: 1"=10' r„Irr7T Im 25.97FL 25.82FL 24' LANE WITHIN R/W , It t I iso- r r`: 1 1 � x LANE WITHIN R/W , It t iso- r J 1 � MATCHLINE - SEE SHEET 3 CONSTRUCTION NOTES �2 CONSTRUCT 6” CURB PER CITY OF LA QUINTA STD. DWG. NO. 210 O CONSTRUCT 2' CURB TRANSITION FROM 6" CF TO 0" CF, PER DETAIL SHOWN ON SHEET 14 O CONSTRUCT 3" A.C. PAVING OVER 4" CLASS II AGGREGATE BASE 13 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTH=4', CROSS SLOPE=1%) 21 CONSTRUCT RETAINING WALL PER LANDSCAPE ARCHITECT'S PLAN (PER SEPARATE PLAN AND PERMIT) 23 CONSTRUCT 6" MIN. PCC GOLF CART PATH OVER COMPACTED NATIVE SOIL (SEE PLAN FOR WIDTH) 24 INSTALL GRASSPAVE2 PER LANDSCAPE ARCHITECT'S PLAN AND MANUFACTURER'S RECOMMENDATIONS (SEE PLAN FOR WIDTH) 33 INSTALL PERMANENT "POSTING" SIGN W/ LETTERING "NO PARKING — FIRE LANE —CVC 22500.1" 35 INSTALL FIRE LANE STENCILING EVERY 30 FT. "NO PARKING — FIRE LANE— CVC 22500.1" 36 SAWCUT AND REMOVE EXISTING PAVEMENT TO ALLOW FOR A SMOOTH TRANSITION TO THE NEW PAVEMENT PER DETAIL ON SHEET 14 SEE SHEET 16 FOR STORM DRAIN IMPROVEMENTS LEGEND gel ...... ADA PATH OF TRAVEL ..... ACCESS TO BUILDING BENCHMARK: BASIS OF BEARINGS: APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T I\�(\�_�.)�I7t+ ��VnI II I(�''I ILII CITY OF LA QUINTA BM#430-Description: 1 1/2" COPPERWELD THE BASIS OF BEARINGS FOR TH IS SU RVEY IS DR \\ JJ n� II MONUMENT,STAMPED LS-98%FLUSH AT THE CENTERLINE �- PRECISE GRADING PLANV1 ��� /// ��JJ ���+SSS 777SSS 1S THE CALIFORNIA COORDINATE SYSTEM, CCS Q V INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. k, ELEVATION=5.467' (NAVD88) 83, ZONE 6, AS DETERMINED LOCALLY BY ��Q PEL TY� Fy SILVERROCK RESORT THE LINE BETWEEN USC&GS STATIONS LA I N T E R N A T 1 0 N A L ELEVATION=3.216'(NGVD29) 9 z i�Yl - G Zy Z MONTAGE LUXURY HOTEL DIAL TWO WORKING QUINTA C52tT05 (P491) AND COLLEGE OF g m DATE OF 22 SHEETS 75-410 Gerald Ford Drive, Suite 10D BEFORE DAYS BEFORE PRoJECTELEVATION ctElevATBM #430inNAV THE DESERT ECDTTI (POSITIONS PER No. C43090 A Palm Desert, CA 92211 CIITYAENGI ENGINEER PRECISE GRADING PLAN DWG. NAME YOU DIG YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564" NATIONAL GEODETIC SURVEY,NAD83, 4� from the elevations shown). Phone: (760) 346-7481 - MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/22 EPOCH2O11.00)ASSHOWNONTHE sT �'Ivf� �Q MONTAGE HOTEL LOBBY TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687'to the NATIONAL GEODETIC SURVEY PUBLISHED 9lF 0�� ,21 f' 'r/ DRAWN DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY elevations shown). DATE BY DESCRIPTION APP'D DATE OF CA0 04/22/2021 ORR/KE ORR/ KE 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& tl_ UNDERGROUND SERVICE ALERT DATA SHEETS, BEING: NORTH 40°16'30.20" SCALE CHECKED DATE FOR: PG2019-0018 ELEVATION WEST. R E V I S 1 0 N S MICHAEL TYLMAN RCE N0. C43090, EXP. 3-31-22 DATE: AS NOTED RV APRIL 2021 CITY PROJECT NO. PG2019-0018 � I 0 R CV O W Tr I� C a SEE SHEET r, GR 34 PLAN. G 00 3 2� .5 Fs9a CPPp 4' 34•� ,, y ES 8 'GR AGR JFG : , QIP 26 ,2 5• � �6 1B Ff O�rLFj N FS L5 9FGlQ2 p8 34.46 22.23 V NO I% Ln Lu UJ LU U) MATCHLINE - SEE SHEET 5 24 33 34 n SCALE: 1"=20' L CONSTRUCTION NOTES 13 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTH=4', CROSS SLOPE=1%) 21 CONSTRUCT RETAINING WALL PER LANDSCAPE ARCHITECT'S PLAN (PER SEPARATE PLAN AND PERMIT) 23 CONSTRUCT 6" MIN. PCC GOLF CART PATH OVER COMPACTED NATIVE SOIL (SEE PLAN FOR WIDTH) 24 INSTALL GRASSPAVE2 PER LANDSCAPE ARCHITECT'S PLAN AND MANUFACTURER'S RECOMMENDATIONS (SEE PLAN FOR WIDTH) 33 INSTALL PERMANENT "POSTING" SIGN W/ LETTERING "NO PARKING - FIRE LANE - CVC 22500.1 (34)INSTALL SIGNAGE "FOR EMERGENCY VEHICLES, GOLF CARTS, & MAINTENANCE VEHICLES ONLY" 35 INSTALL FIRE LANE STENCILING EVERY 30 FT. "NO PARKING - FIRE LANE - CVC 22500.1" C SEE SHEET 17 FOR STORM DRAIN IMPROVEMENTS LEGEND IL ...... ADA PATH OF TRAVEL ..... ACCESS TO BUILDING n n U BENCHMARK: BASIS OF BEARINGS: APPROVALBY: CITYOFLAOUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET I UI DHOAZ--:N,- � WORKING BEFOREDAYS BEFORE DIGYOU DIG TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF LA(1UINTA BM#430- Description: 1 V2"COPPERWELD MONUMENT,STAMPED"LS-98", FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION =5.467'(NAVD88) ELEVATION=3.216'(NGVD29) PROJECT ELEVATION AT BM#430YOU (To obtain Project ElevaSons in NAVD88 Datum, Subtract 1.564' trom the elevations shown). I (To obtain Project Elevations inNGVD29,Add0.687'tothe elevations shown). ELEVATION =3.903 THE BASIS OF BEARINGS FORTHISSURVEY IS 83,ZONTHE 6,ASA DETERMINED ATE 83, ZONE 6, AS DETERMINED LOCALLYBY LINE BETWEEN USC&GS STATIONS LA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD), (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH2O11.00)ASSHOWNONTHE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING: NORTH 40°16'30.20" WEST. Q �k9 Michael Baker �� � Q- pEL 7/-� FyTHE y v I I N T E R N A T I O N A LCIUINTA g z "'75-410 Gerald Ford Drive, Suite 100 z No. 043090 * * Palm Desert, CA 92211 Phone: 760 346-7481 - MBAKERINTL.COM sr �Iv\� �P ( ) 9TF 0�� � LL i%.,L OF CpL\F `"7�� ._- T 04 /22/2021 MICHAEL TYLMAN RCE NO. C43090, EXP. 3-31-22 DATE: DATE G L BRY McKINNEY CITY ENGINEER R.C.E. NO. 49418 EXP. 09/30/22 OF 22SHEETS PRECISE GRADING PLAN SILVERROCK RESORTDIALTWO MONTAGE LUXURY HOTEL PRECISE GRADING PLAN (GUEST ROOMS) GR 32-34 &POOL AREA LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.65.,R.7E., S.B.B.& M. DWG. NAME DATE BY DESCRIPTION APP'D DATE DRAWN ORR/KE DESIGNED ORR/KE 1 JOB NUMBER 161178 FILE NO. PG2019-0018 R E V I S 1 0 N S SCALE AS NOTED CHECKED RV DATE APRIL 2021 FOR: CITY PROJECT NO. PG2019-0018 ,.' a J U Ln W UJ2 U) W UJ W l — — — 'p 2 6 82 X18 56 84 ' CONSTRUCTION NOTES �/�FS GB "� ?, p"$ ' o°•e/ � � a', 34 '�', � sYt o ° `t' 1 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTH PER PLAN) CONSTRUCT MIN PCC GOLF CART PATH AND FIRE ACCESS ROAD OVER COMPACTED NATIVE SOIL EE PLAN S (SEE 26. 5 h FORWIDTH) X 22.38 ��,Y/ INSTALL GRASSPAVE2 PER LANDSCAPE ARCHITECT'S PLAN AND MANUFACTURER'S RECOMMENDATIONS (SEE PLAN s FS GB r �,� r � _ X45 ��0 >�3A'; F;:, 1� FOR WIDTH) x 1 4 — — ' !� INSTALL PERMANENT "POSTING" SIGN W LETTERING "NO PARKING FIRE LANE CVC 22500.1" 26.69" F I _ / ° `� o �' 6 ' �? 22.94 AGE FOR EMERGENCY VEHICLES,GOLF CARTS,&MAINTENANCE VEHICLES ONLY �'` �� ``1� �? FS HP \ 34 INSTALL SIGN/ „ L 1 �'R 0'" on Ao I 35 INSTALL FIRE LANE STENCILING EVERY 30 FT. "NO PARKING -FIRE LANE -CVC 22500.1 i5" ;Bi':; t; Z— A G �A / 0 O"D 24 `!i �• 5 $ 4` �/ � �� fs � � � ,L1. ,n � 61'1 tiN1�1� F� R�yo 01 v— '�� f 6 20 10 0 20 40 60 SCALE: 1"=20' I To 2GR3 PLPN'3.5G u FF 22.$ P PG;2 N�0 n MATCHLINE - SEE SHEET 11 v -= �6 `l^y E� V�'ll �k�� I+✓�� BASIS OF BEARINGS: APPROVAL BY_ CITYOFLAQUINTA CITY OF LAQUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T SEE SHEET18 FOR STORM DRAIN IMPROVEMENTS LEGEND UW NE, .: 2M Ohl ...... ADA PATH OF TRAVEL ..... ACCESS TO BUILDING BENCHMARK: BASIS OF BEARINGS: APPROVAL BY_ CITYOFLAQUINTA CITY OF LAQUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T I�Lrj D \\ JI/� "� )I �� ���/ BUJ o DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG y� TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF LA QUINTA 3M #430- Description: 1 1/2' COPPERWELD MONUMENT, STAMPED "LS -98-, FLUSH ATTHE CENTERLINE INTERSECTION OFAVENUE 54 AND JEFFERSON STREET. ELEVATION =5.467'(NAVD88) ELEVATION=3.216'(NGVD29) PROJECT ELEVATION ATBM#430 (To the from the elevations shown). (To obtainProjedElevalionsinNGVD29,Add0.68Ttohe elevations shown). ELEVATION =3.903' THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, 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 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS, BEING: NORTH 40`16'30.20" WEST. OQROFESS/p�!Michael F, h�2 �pEI Tye Fyc 5 I N T E R N A T I O N A L v z, " z "' 75-410 Gerald Ford Drive, Suite 100 a No. C43090 palm Desert, CA 92211 * * s � 1V 1V Q. Phone: (7601346-7481 MBAKERINTL.COM TgrF 0��\ l2C 1..-_ OF CALF � -"" 04/22/2021 MICHAEL TYLMAN RCE NO. C43090, EXP. 3-31-22 DATE: DATE G L Z CITY ENGINEER R.C.E. NO. 49418 EXP. 09/30/22 v OF 22 SHEETS PRECISE GRADING PLAN SILVERROCK RESORT MONTAGE LUXURY HOTEL PRECISE GRADING PLAN (GUEST ROOMS) GR 4-7, 20-23 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S_R.7E., S.B.B.& M. DWG. NAME DATE BY DESCRIPTION APP'D DATE DRAWN ORR/KE DESIGNED ORR/KE JOB NUMBER 161178 FILE NO. PG2019-0018 R E V I S 1 0 N S SCALE AS NOTED CHECKED RV DATE APRIL 2021 FOR: CITY PROJECT NO. PG2019-001$ CONSTRUCTION NOTES O1 PROTECT IN PLACE EXISTING SPECIFIED ITEM ® CONSTRUCT CONCRETE FLATWORK PER LANDSCAPE ARCHITECT'S PLAN 13 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTH=4', CROSS SLOPE=1%) 14 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTH=8') 21 CONSTRUCT RETAINING WALL PER LANDSCAPE ARCHITECT'S PLAN (PER SEPARATE PLAN AND PERMIT) 23 CONSTRUCT 6" MIN. PCC GOLF CART PATH OVER COMPACTED NATIVE SOIL (SEE PLAN FOR WIDTH) 24 INSTALL GRASSPAVE2 PER LANDSCAPE ARCHITECT'S PLAN AND MANUFACTURER'S RECOMMENDATIONS (SEE PLAN FOR WIDTH) 25 INSTALL POOL FENCING PER LANDSCAPE ARCHITECT'S PLAN 31 INSTALL 12" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 32 INSTALL 10" MINIMUM DIAMETER GROUTED RIVER ROCK PER DETAIL SHOWN ON SHEET 14 33 INSTALL PERMANENT "POSTING" SIGN W/ LETTERING "NO PARKING - FIRE LANE - CVC 22500.1" 34 INSTALL SIGNAGE "FOR EMERGENCY VEHICLES, GOLF CARTS, & MAINTENANCE VEHICLES ONLY" 35 INSTALL FIRE LANE STENCILING EVERY 30 FT. "NO PARKING - FIRE LANE - CVC 22500.1" SEE SHEET 19 FOR STORM 0 PROP. 12" SD SEE SHEET 17 I 23.13` 1 24 3433 ' FS N DRAIN IMPROVEMENTS w00 00ti LEGEND ...... ADA PATH OF TRAVEL .A e,``G ACCESS TO BUILDING `` �`v ' 32;10'WIDE x 10116. ONG 20 10 0 20 40 60�INV40 -y 2 EA 31 30.00 LF SCALE: 1"-20 J#% _ FS Ate.= 03. 03 \ r 23 81 24.04 FS iO C� i5 (b AAN Qti� POOL/SPA AREA 2% POOL FENCING PER LANDSCAPE PLANS A VARIES I SECTION A -A NOT TO SCALE I EXISTING CART PATH VARIES EXISTING POND N 0 N N C) 0 6 W to W OY If ..,��....� q w. RAI RCE L 4 I "�, l G - C m�+1� ti N"an bOsl•� cJ iN Ot E 'v as son at" At- L:J,�IVK 1/9..WVC 10 0 , CONSTRUCTION NOTES O1 PROTECT IN PLACE EXISTING SPECIFIED ITEM 13 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTH=4', CROSS SLOPE=1%) 23 CONSTRUCT 6" MIN. PCC GOLF CART PATH OVER COMPACTED NATIVE SOIL (SEE PLAN FOR WIDTH) 24 INSTALL GRASSPAVE2 PER LANDSCAPE ARCHITECT'S PLAN AND MANUFACTURER'S RECOMMENDATIONS (SEE PLAN FOR WIDTH) 28 EXISTING UTILITY TO BE REMOVED OR RELOCATED BY OTHERS 33 INSTALL PERMANENT "POSTING" SIGN Wf LETTERING "NO PARKING — FIRE LANE — CVC 22500.1" 34 INSTALL SIGNAGE "FOR EMERGENCY VEHICLES, GOLF CARTS, & MAINTENANCE VEHICLES ONLY" 35 INSTALL FIRE LANE STENCILING EVERY 30 FT. "NO PARKING — FIRE LANE — CVC 22500.1" I— SHEET 12 SEE SHEET 20 FOR STORM DRAIN IMPROVEMENTS LEGEND ,...... ADA PATH OF TRAVEL .... ACCESS TO BUILDING SCALE: 1"=20' /151� BENCHMARK: BASIS OF BEARINGS: APPROVALBY: CITYOFLAQUINTA CITY OF LAQUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E ET j CITY OF LA QUINTA BM#430-Description: 11/2"COPPERWELD THE BASIS OF BEARINGS FOR THIS SURVEY IS D�\\ J( ��� MONUMENT,STAMPED"LS-W, FLUSH AT THE CENTERLINE THE CALIFORNIA COORDINATE SYSTEM, QROFESS/pMichael Baker �� INTERSECTION OFAVENUE 54ANDJEFFERSON STREET. FO �! PRECISE GRADING PLAN o ELEVATION = 5.467'(NAVD88) 83, ZONE 6, AS DETERMINED LOCALLY BY ��� �pEL jy! Fy O THE LINE BETWEEN USC&GS STATIONS LA v s SILVERROCK RESORT ELEvarloN=az16(NGVDzs) y 9 I N T E R N A T 1 0 N A L r DIAL TWO WORKING QUINTA C52005 P491 AND COLLEGE OF c� g z z BEFORE % DAYS BEFORE PROJECT ELEVATION ArBM#43o ( ) w m — DATE Ly Z MONTAGE LUXURY HOTEL 01 22 SHEETS THE DESERT (COTD), (POSITIONS PER 75-410 Gerald Ford Drive, Suite 100 or No. C43090 � B YAI McKINNEY YOU DIG YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' NATIONAL GEODETIC SURVEY, NAD83, * * Palm Desert, CA 92211 CITY ENGINEER PRECISE GRADING PLAN DWG. NAME from the elevations shown). EPOCH 2O11.00)ASSHOWN ONTHE Jp OtVi� �C Phone:(760)346-7481 MBAKERINTLCOM R.C.E. No. 49418 / / (GUEST ROOMS) GR 6-11 EXP. 09 30 22 TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.6BTto the NATIONAL GEODETIC SURVEY PUBLISHED F, DRAWN DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY elevations shown). DATE BY DESCRIPTION APP'D DATE gTFOF CAV�F��� 17� ORR/KE ORR/KE 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.&M . DATA SHEETS, BEING: NORTH 40°16'30.20" i 04/22/2021 FOR: UNDERGROUND SERVICE ALERT — ELEVATION=3.903' WEST. R E V I S 1 0 N S MICHAEL TYLMAN RCE NO. C43090, EXP. 3-31-22 DATE: SCALE AS NOTED CHECKED RV DATE APRIL 2021 CITY PROJECT NO. PG2019-0018 PG2019-0018 � � W. W. W. W. Wim W. � � Wil• W. Wim W. � � W. WWW■ CONSTRUCTION NOTES' ATCHLIN O1 PROTECT IN PLACE EXISTING SPECIFIED ITEM E SEESHEET 13 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTH=4', CROSS SLOPE=1%) 4,p p S% IN 13If�l (r� 24 .o 1 O an b14 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTH=8') FG FS 23.8 23. 544 �', L T am an23 CONSTRUCT 6" MIN. PCC GOLF CART PATH OVER COMPACTED NATIVE SOIL (SEE PLAN FOR WIDTH) 23.17 i ? p% FG FG 8 7% S (� 5% 1.0% ( T 24.48 24.48 24 INSTALL GRASSPAVE2 PER LANDSCAPE ARCHITECT'S PLAN AND MANUFACTURER'S RECOMMENDATIONS (SEE PLAN FOR WIDTH) F 388 ( jj i 24.48 FS 8$ 12' I cY IiII: 33 INSTALL PERMANENT "POSTING" SIGN W/ LETTERING "NO PARKING - FIRE LANE - CVC 22500.1" j1 G' p 24.2 P zGR 12 FS 23 8 /I 34 INSTALL SIGNAGE "FOR EMERGENCY VEHICLES GOLF CARTS, &MAINTENANCE VEHICLES ONLY" EXISTING LAK7 24.2` FG BRAN' GR2 24 FG f 23.40 r' 24.50 23.52 FS GB I y FS GB 35 INSTALL FIRE LANE STENCILING EVERY 30 FT. "NO PARKING - FIRE LANE - CVC 22500.1" ' WS= 17. �1 ( s Fns % PAD_,? BENCHMARK: BASIS OF BEARINGS: APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T /%rZR �� o DIAL TWO WORKING / BEFORE / DAYS BEFORE YOU DIG It1 YOU DIG TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTELEVATION=3.903' CITY OF LA QUINTA BM #430 -Description: t 1/2" COPPERWELD MONUMENT, STAMPED AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION=5.467'(NAVD88) ELEVATION =3.216' NGVD29 ( ) PROJECT ELEVATION ATBM#430 (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' from the elevations shown}. (To obtain Project Elevations in NGVD29, Add 0.687'to the elevations shown). THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, 83, ZONE 6, AS DETERMINED LOCALLY BY THE LINE BETWEEN USC&GS STATIONS LA QUINTACS2005 (P491) AND COLLEGE OF THE DESERT (COTD), (POSITIONS PER NATIONAL GEODETIC SURVEY,NAD83, EPOCH 2O11.00)ASSHOWN ONTHE NATIONAL GEODETIC SURVEY PUBLISHED NATIONAL GETS, BEING: NORTHPUBLI HED WEST. oQROfESS/0!BakerPRECISE �' 2 �pEL Tye Fy 5 I N T E R N A T 1 0 N A L v c " z "' 75-410 Gerald Ford Drive, Suite 100 No 043090 Palm Desert, CA 92211 Phone: 760 346-7481 MBAKERINTL.COM Jp 0/V1� P ( ) 9TF FO`�� ti-� Z %. OF CALF `_ ,. f 04/22/2021 MICHAEL TYLMAN RCE NO. C43090, EXP. 3-31-22 DATE: , L.," _�� DA'iE-� CITY ENGINEER EY R.C.E. NO. 49418 EXP. 09/30/22 12 OF 22 SHEETS GRADING PLAN SILVERROCK RESORT MONTAGE LUXURY HOTEL PRECISE GRADING PLAN (GUEST ROOMS) GR 12-17 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. DWG. NAME DATE BY DESCRIPTION APP'D DATE DRAWN ORR/KE DESIGNED ORR/KE JOB NUMBER 161178 FILE NO. PG2019-0018 R E V I S I O N S SCALE AS NOTED CHECKED RV DATE APRIL 2021 FOR. CITY PROJECT NO. PG2019 0018 DET.IL "A" 26.95 . _ �IREoN;;r' - _ - SILVERROCK WAY (PUBLIC) 26.86 TC _ �.� 26.53 FL _ ` INFA _ - _ -M - CATCH BASIN 7cND - - - - (SEE SILVERROCK WAY STREET PLANS CITY N0. 2014-13 FOR STREET IMPROVEMENTS) PROPOSED 4" ROLLED CURB T - - 18" RCP STORM DRAIN 24.99 TC---- - -- - -- - - - 23.99 TC --- AND GUTTER PER SILVERROCK - -�� - ---- --- 25.99 TC-- 25.48 TG_ -- -�- _ 27.25 it SEPARATE PL - - - -- - 24.66 FL 23.66 FL WAY STREET PLAN - -22.99 TC _____.22.77 TC SEE DETAIL "B 25.66 FL 25.15 FL 22.86 FL --HEREON - --� CATCH BASIN AND FS R/W 22.44 FL 22.080- ----30�REf�TIIBNI DRAI 27 46 _ 0 R/W Tr PROP. 10' SIDEWALK PER STREET PLAN _ FL 2131- -21 69 TIC16.46 SEPARATE PLANS 1 FS UO - 21.36 FL 16.46 INV -OU ELECTRICALEQUIPM 30" SO ELECTRICAL EQUIPMENT o PER SEPARATE PLANS PER SEPARATE PLANS 27.60TC � _�-��-.� ... �:,.���-.•;��-�,, .,"--,.�� .�-�,_�„��,.,�" 24.36 ;M ;,: ,; - r r 25.36 1I{ . E-�•...;,,_; 7 '153 LF 1. %= „ ,� F» -FS 36 �-.��w-,r:�-��.-��--���-���:,..:.,.25.85 LIMITS OF WORK FS 23.36 23 14` ,_ 4 ;M .,u 2 FS 26 3 25.72TC FS 24 22.91 ' r 16.96 INV -I PLANTI3 10 (TYP) LANDSCAAPPEAARCHREA ITECT'S PLANS (TYP) 10 25.22FS LIMITS OF WOR` ! °-`� T ' ;'' x �q 62INV 18 SD ER 18" SD __ \� � ,18.43INV-1�8' OINV-10 SWR , _ 'Sb )7.29TCX5;7.25TC 27.03TC 26-99TC 0=� 26.72TC 26.51TC 26.47TC 26.25TC 26.21TC 0.6U% 25.95TC JOIN •• `_ '-16.09INV-12 TR 28.43TC 0.60% 27.50TC 2 TYP 8 28.79FS.75FS26.53FS '' :26.,r.26.O1FS ..�_..23.4�27.93FS ( ) 27.95 TC 27 55TC 27.00FS 26.77TC 25.71FS .;,,25.99TC :. ;_-i : 26 91\26 '26.27FS (TYP) 9 (TYP} 9 25.49FS 25.61 TC 26.17TC,. 23.13L *29 'JOIN N5' 23.15 TG V 25 _11 TG 25.67FS R 3.94 _;22.82 FL=< I \~ _ 127.45FS 27.80TC ` 27.61TC ,�T , �fi Rim 26.51TC 26.26TC 4a Fd rn3v-ry /� .. _ E :, 16 27.75 TC 27.34FS 27.25 FS GR. BRK. -26 73 FL, -26.73 6-00% 33 20 1 de 7Til 27. 6 FS a. 0" CF °I I ( .27. 6FS I F TC x,•,1.8%.. 6.39% 6, 27.18 FS FS 27.50 S GR. 27.62 FSI' DETAIL "A" SCALE: 1"=10' DETAIL "D" SCALE: 1"=10' 0 20 40 60 SEE LOWER LEFT -- -32. 9FS - r= 31.97FS,' , ' 3;0 � �.:T�` r l f r r -- I moo` -'='T .I 6 CONSTRUCT 4 WIDE VALLEY GUTTER PER DETAIL SHOWN ON SHEET 14 ad T� 30.93TC 29.8 FS 3 f 5;.� O � " 'I?sr ^, 2 _ 0 CONSTRUCT 2' CURB TRANSITIIXI FROM 6 CF TO 0" CF, PER DETAIL SHOWN ON SHEET 14 J 4 31.97TC ° `-`- % Y = 3 12 R r GR. .BRK- �y. -C - �9 . .- o .,._ f--�/ . � � �" r _ ,' �" J` .r .. � ,. ,; av g1 22.$1 TC % 0 CF 31.64FL 1 T <c _ 3O 30TC / .r. 28.83FS- h '{ y: j 1.8% C'4 �, ® CONSTRUCT CONCRETE FLATWORK PER LANDSCAPE ARCHITECT'S PLAN ,�'r \ `\ � 30 / '" / /.94TC � 5.81% I' T22.31 FS nor- 1.8% I.. 6.14% " " 7 O � g�'80FS ; - � `� '' ' � ��GB,��-`� a, - � O9 CONSTRUCT 3 A.C. PAVING OVER 4 CLASS II AGGREGATE BASE�7/ S r p1f 23.00 FS 23.1 TC `: Ia 12 30 f; ( f .��,; x" 23.43 FS GR. BRK. 22.36 FS 10 CONSTRUCT CURB CHANNEL PER DETAIL SHOWN ON SHEET 14 7/. \ 0,0 3p 62T�' / 0" CF 22.1 FS GR. BIRK 30.08FS ' r f, 28.76FL t 33 �/ 11 PAINT 4" WIDE DOUBLE WHITE STRIPE PARKING STALL LINES PER CITY OF LA QUINTA STANDARDS -•- ;._ `^6?sTc " s wr �$ .°��if' , DETAIL „B 12 INSTALL ACCESSIBLE PARKIN SPACE SIGNAGE AND MARKINGS PER DETAILS SHOWN ON SHEET 14 32.01FL_' 14 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTH PER PLAN) \ \'i 15 fl0- P '" SCALE: 1"=10' CF i SEE PLANNING AREA 4 - SEE DETA "C' �� W=5' 8 3 SEE DETAIL D 15 INSTALL CONCRETE WHEEL STOPS PER ACCESSIBLE PARKING DETAIL SHOWN ON SHEET 14 HEREON 15 ° h AC R 55` CONFERENCE AND SHARED 16 CONSTRUCT 10' CURB TRANSITION PER CITY OF LA QUINTA STD. DWG. N0. 205 32.56TC REON SERVICES FOR PROPOSED O 32 23FL � ,... 0 CF ;;a 7 29 43F IMPROVEMENTS TO THE EAST 32.20 FS 32.05 FS 32.50 TC 32.81 TC 17 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD. DWG.NO. 250 CASE "A" 20 3 S 32-10T°° 27 j 0" CF GR. BRK. 32.00 FS 32.31 FS 2.44 FS 38T C �" ' � 1' -- - - - -32.75 FS 20 INSTALL TRUNCATED DOMES PER 2018 CBC REQUIREMENTS \ 3p gS 31.60FS 2 30.14TC PASSENGER DROP OFF / 2.27% �, o xQ 0" CF 26 CONSTRUCT 3" A.C. PAVING OVER 4.5" CLASS II AGGREGATE BASE PROPOSED SIDEWALK PER LIMITS OF WORK ^ \ _+ 2.79% �• - _ N n� o I S 27 CONSTRUCT 4.5" A.C. PAVING OVER 5.5" CLASS II AGGREGATE BASE AHMANSCN LANE STREET J ' ' p \ 28.97TC 32.15 FS 31.97 FS 32. 9 TC '-- PLAN S$:30.47TC 28.47FL ' 0 CF 29 REMOVE AND DISPOSE OF EXISTING BARRICADE %�/ GR. BRK. 9 FS q -., - 29.9FS �' 2 T . 6 � 32.41 TC \7 hL� 3 17 I 32.37 FS 32.7 CONSTRUCTION NOTES - STORM DRAIN PLANS ,. , / . �9\ s 2sc, 6 s 31.91 FS " o Fs 32.98TC $ : aj I BRK. 0 CF '30.45TC 7 INSTALL 12" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 32.65FL V 9.83TG 29.95FS 29.33E DETAIL ,C11 8 INSTALL 18"x18" CATCH BASIN, RISER & 30.43TC 18" ATRIUM GRATE, NDS #1882, 1884, 1816 & 1891 (OR APPROVED EQUAL) \ p 2 SEE UPPER RIGHT SCALE: 1"=10' 1 INSTALL 24"x24" CATCH BASIN, RISER & 24" STEEL GRATE, NDS #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) 29;93FS�•,, BENCHMARK: BASIS OF BEARINGS: APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T /�4�� - CITY OF LA QUINTA BM #430 - Description: ) 112" COPPERWELD THE BASIS OF BEARINGS FOR THIS SURVEY IS D �\\ f�!/ -���� MONUMENT,STAMPED "LS -98", FLUSH AT THE CENTERLINE �ypF ESS/09 Baker PRECISE GRADING PLAN 13 �� THE CALIFORNIA COORDINATE SYSTEM, CCS Q N INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. 4� � o ELEVATION = 5.467'(NAVD88) 83, ZONE 6, AS DETERMINED LOCALLY BY h�F �pEL T�� Fc SILVERROCK RESORT THE LINE BETWEEN USC&GS STATIONS LA I N T E R N A T I O N A L DIAL TWO WORKING ELEVATION=3.216'(NGVD29) - v �� DATE Z Z OF 22 SHEETS QUINTA C52005 (P491) AND COLLEGE OF " z "' 75-410 Gerald Fofd Dfive, SUItB 100 MONTAGE LUXURY HOTEL BEFORE DAYS BEFORE PROJECT ELEVATION AT BM #430 THE DESERT(COTD),(POSITIONS PER d No.CA3090 BRY McKINNEY YOU DIG ql` YOU DIG (To obtain Project Elevations inNAVD88Datum,Subtract1.564' NATIONAL GEODETIC SURVEY, R * Palm Desert, CA 92211 CITY ENGINEER DWG. NAME omtheelevationsshown). Phone: (760)346-7481-MBAKERINTLCOM R.C.E. NO. 49418 EXP. 09/30/22 PARKING LOT EPOCH 2011.00) AS SHOWN ON THE rPj. CIV iV �P TOLL FREE TELEPHONE: 811 (To obtain Project Elevations inNGVD29,Add0.68Ttothe NATIONAL GEODETIC SURVEY PUBLISHED qlF FOivi:.�,/i,' DRAWN 77�DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY elevations shown). DATA SHEETS, BEING: NORTH 40"16'30.20" DATE BY DESCRIPTION APP'D DATE OF CNS\ 06/14/2021 ORR/KE ORR/KE 16117& LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. UNDERGROUND SERVICE ALERT ELEVATION=3.903' WEST. SCALE AS NOTED CHECKED RV DATE JUNE 2021 FOR. CITY PROJECT NO. PG2019-0018 PG2019-0018 R E V I S I O N S MICHAEL TYLMAN RCE NO. C43090, EXP. 3-31-22 DATE: S ",,,27.23 TC -- C -26 73 FL, -26.73 ;• f 33 20 1 a. ( 27.68 TC 6, 27.18 FS 28.12 TC 27.62 FSI' � r>r 1 f�' ifr 'i. r+1fr 23.21 23.25 FS 22.7 0" CF DETAIL "D" SCALE: 1"=10' 0 20 40 60 SEE LOWER LEFT -- -32. 9FS - r= 31.97FS,' , ' 3;0 � �.:T�` r l f r r -- I moo` -'='T .I 6 CONSTRUCT 4 WIDE VALLEY GUTTER PER DETAIL SHOWN ON SHEET 14 ad T� 30.93TC 29.8 FS 3 f 5;.� O � " 'I?sr ^, 2 _ 0 CONSTRUCT 2' CURB TRANSITIIXI FROM 6 CF TO 0" CF, PER DETAIL SHOWN ON SHEET 14 J 4 31.97TC ° `-`- % Y = 3 12 R r GR. .BRK- �y. -C - �9 . .- o .,._ f--�/ . � � �" r _ ,' �" J` .r .. � ,. ,; av g1 22.$1 TC % 0 CF 31.64FL 1 T <c _ 3O 30TC / .r. 28.83FS- h '{ y: j 1.8% C'4 �, ® CONSTRUCT CONCRETE FLATWORK PER LANDSCAPE ARCHITECT'S PLAN ,�'r \ `\ � 30 / '" / /.94TC � 5.81% I' T22.31 FS nor- 1.8% I.. 6.14% " " 7 O � g�'80FS ; - � `� '' ' � ��GB,��-`� a, - � O9 CONSTRUCT 3 A.C. PAVING OVER 4 CLASS II AGGREGATE BASE�7/ S r p1f 23.00 FS 23.1 TC `: Ia 12 30 f; ( f .��,; x" 23.43 FS GR. BRK. 22.36 FS 10 CONSTRUCT CURB CHANNEL PER DETAIL SHOWN ON SHEET 14 7/. \ 0,0 3p 62T�' / 0" CF 22.1 FS GR. BIRK 30.08FS ' r f, 28.76FL t 33 �/ 11 PAINT 4" WIDE DOUBLE WHITE STRIPE PARKING STALL LINES PER CITY OF LA QUINTA STANDARDS -•- ;._ `^6?sTc " s wr �$ .°��if' , DETAIL „B 12 INSTALL ACCESSIBLE PARKIN SPACE SIGNAGE AND MARKINGS PER DETAILS SHOWN ON SHEET 14 32.01FL_' 14 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTH PER PLAN) \ \'i 15 fl0- P '" SCALE: 1"=10' CF i SEE PLANNING AREA 4 - SEE DETA "C' �� W=5' 8 3 SEE DETAIL D 15 INSTALL CONCRETE WHEEL STOPS PER ACCESSIBLE PARKING DETAIL SHOWN ON SHEET 14 HEREON 15 ° h AC R 55` CONFERENCE AND SHARED 16 CONSTRUCT 10' CURB TRANSITION PER CITY OF LA QUINTA STD. DWG. N0. 205 32.56TC REON SERVICES FOR PROPOSED O 32 23FL � ,... 0 CF ;;a 7 29 43F IMPROVEMENTS TO THE EAST 32.20 FS 32.05 FS 32.50 TC 32.81 TC 17 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD. DWG.NO. 250 CASE "A" 20 3 S 32-10T°° 27 j 0" CF GR. BRK. 32.00 FS 32.31 FS 2.44 FS 38T C �" ' � 1' -- - - - -32.75 FS 20 INSTALL TRUNCATED DOMES PER 2018 CBC REQUIREMENTS \ 3p gS 31.60FS 2 30.14TC PASSENGER DROP OFF / 2.27% �, o xQ 0" CF 26 CONSTRUCT 3" A.C. PAVING OVER 4.5" CLASS II AGGREGATE BASE PROPOSED SIDEWALK PER LIMITS OF WORK ^ \ _+ 2.79% �• - _ N n� o I S 27 CONSTRUCT 4.5" A.C. PAVING OVER 5.5" CLASS II AGGREGATE BASE AHMANSCN LANE STREET J ' ' p \ 28.97TC 32.15 FS 31.97 FS 32. 9 TC '-- PLAN S$:30.47TC 28.47FL ' 0 CF 29 REMOVE AND DISPOSE OF EXISTING BARRICADE %�/ GR. BRK. 9 FS q -., - 29.9FS �' 2 T . 6 � 32.41 TC \7 hL� 3 17 I 32.37 FS 32.7 CONSTRUCTION NOTES - STORM DRAIN PLANS ,. , / . �9\ s 2sc, 6 s 31.91 FS " o Fs 32.98TC $ : aj I BRK. 0 CF '30.45TC 7 INSTALL 12" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 32.65FL V 9.83TG 29.95FS 29.33E DETAIL ,C11 8 INSTALL 18"x18" CATCH BASIN, RISER & 30.43TC 18" ATRIUM GRATE, NDS #1882, 1884, 1816 & 1891 (OR APPROVED EQUAL) \ p 2 SEE UPPER RIGHT SCALE: 1"=10' 1 INSTALL 24"x24" CATCH BASIN, RISER & 24" STEEL GRATE, NDS #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) 29;93FS�•,, BENCHMARK: BASIS OF BEARINGS: APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T /�4�� - CITY OF LA QUINTA BM #430 - Description: ) 112" COPPERWELD THE BASIS OF BEARINGS FOR THIS SURVEY IS D �\\ f�!/ -���� MONUMENT,STAMPED "LS -98", FLUSH AT THE CENTERLINE �ypF ESS/09 Baker PRECISE GRADING PLAN 13 �� THE CALIFORNIA COORDINATE SYSTEM, CCS Q N INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. 4� � o ELEVATION = 5.467'(NAVD88) 83, ZONE 6, AS DETERMINED LOCALLY BY h�F �pEL T�� Fc SILVERROCK RESORT THE LINE BETWEEN USC&GS STATIONS LA I N T E R N A T I O N A L DIAL TWO WORKING ELEVATION=3.216'(NGVD29) - v �� DATE Z Z OF 22 SHEETS QUINTA C52005 (P491) AND COLLEGE OF " z "' 75-410 Gerald Fofd Dfive, SUItB 100 MONTAGE LUXURY HOTEL BEFORE DAYS BEFORE PROJECT ELEVATION AT BM #430 THE DESERT(COTD),(POSITIONS PER d No.CA3090 BRY McKINNEY YOU DIG ql` YOU DIG (To obtain Project Elevations inNAVD88Datum,Subtract1.564' NATIONAL GEODETIC SURVEY, R * Palm Desert, CA 92211 CITY ENGINEER DWG. NAME omtheelevationsshown). Phone: (760)346-7481-MBAKERINTLCOM R.C.E. NO. 49418 EXP. 09/30/22 PARKING LOT EPOCH 2011.00) AS SHOWN ON THE rPj. CIV iV �P TOLL FREE TELEPHONE: 811 (To obtain Project Elevations inNGVD29,Add0.68Ttothe NATIONAL GEODETIC SURVEY PUBLISHED qlF FOivi:.�,/i,' DRAWN 77�DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY elevations shown). DATA SHEETS, BEING: NORTH 40"16'30.20" DATE BY DESCRIPTION APP'D DATE OF CNS\ 06/14/2021 ORR/KE ORR/KE 16117& LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. UNDERGROUND SERVICE ALERT ELEVATION=3.903' WEST. SCALE AS NOTED CHECKED RV DATE JUNE 2021 FOR. CITY PROJECT NO. PG2019-0018 PG2019-0018 R E V I S I O N S MICHAEL TYLMAN RCE NO. C43090, EXP. 3-31-22 DATE: 4'-0' 2,�a 3/8"(TYP) LEVEL LINE e o e VALLEY GUTTER � NO SCALE L,- 24" U 3 = U FINISH SURFACE —F FINISH FFINISH SURFACE CAB MATERIAL CLASS C CONCRETE SUB GRADE 95% COMPACTED UNGROUTED RIPRAP (THICKNESS PER PLAN) GRADATION PER TABLE HEREON CURB TRANSITION ° NO SCALE on a J R -TI 6" 24" 6" J 1.5" 3/8"R ® � � / 1"R 3/8"R FINISH GRADE ca °a z (TYP) 6" CURB FACE o > z 3/4aR <. — — 11 r I III=1 M. 1-1 11= (TYP) a I I—II-I d N CLASS "C" CONCRETE CURB CHANNEL NO SCALE 36" WIDE TRUNCATED DOMES rVAN ACCESSIBLE SIGN (11B-502.6) 1' TYP. Pr7; . � CONC. WHEEL STOP (TYP) 4" BLUE STRIPING BLUE BACKGROUND Is \\ 5' M MIN. 3'MIN. SQUARE NG -12" HIGH WHITE LETTERING ACCESSIBLE SIGN (11B-502.6) 6" CLASS II AGGREGATE BASE MIRAFI 70OX FILTER FABRIC UNGROUTED 1 /2 TON RIPRAP CALTRANS METHOD B GRADATION TABLE WEIGHT PERCENT LARGER THAN 2000# 0-5 1000 50-100 200 95-100 TYPICAL SECTION DETAIL "C" - RIP -RAP NO SCALE 18'x12' 18GA REFLECTIVE PORCEAIN EIWMQ. STMDOD �4CCESS/BLE PARKING' SIGN W17H IDDIMFICATOV SYMBOL It "Unauthorized" vehicles parked in designated AODMONAL LANGUAGE OR AN accessible spaces not displaying distinguishing ADOMONAL SIGN BELOW 771E placards or special license plates issued for ISA SIGN SHALL STATE persons with disabilities will be towed away at the 'UNIMUM EINE $250' BOLT 70 owner's expense. Towed vehicles may be reclaimed POST & PROVIDE TELEPHONE at: or by NUMBER telephoning 8 x 12'x 1864 REFLECTAE PORCELAIN ENAMEL WH/IE ON BLUE 34CKGROUND SIGNAGE STA77NG VAN PARKING ONLY _ 7NISH GRADE _ MIN. LETTER ARKIN ACESSIgL� HEIGHT OF 1 INCH ONLY VAN ACCESSIBLE 500 (R9.514) /S4 PARKING SIGN (R99) 12'x8' WE EWRANCE SIGN (R1O08) 12'x18' NOT 70 SCALE 17'x22' MIN. NOT TO SCALE NOT TO SCALE 12 ACCESSIBILITY PARKING SIGNS �1 PAINT 4" BLUE STRIPING ALONG EDGE OF PAVEMENT 2% MAX. SLOPE IN ANY DIRECTION WITHIN ACCESSIBLE PARKING SPACE AND ACCESS AISLE IN ERNATIONAL SYMBOL OF ACCESSIBLITY (ISA) PAVEMENT MING (11B-502.6.4.1) NOTE ALL ACCESSIBLE PARKING STRIPING, SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 11B-502, 2016 CBC. ACCESSIBLE PARKING SPACES NO SCALE • !%+ / :. a. i DETAIL "B" SCALE: 1"= 10 UNGROUTED 1 J4 TON RIPRAP CALTRANS METHOD B GRADATION TABLE WEIGHT PERCENT LARGER THAN 1000# 0-5 500 50-100 75 95-100 FIRE LANE SIGN LEGEND DETAILS & SPECS-TYP) NO FIRE LANE FIRE LANE FOR BENCHMARK: INSTALL SIGNAGE ALONG EITHER SIDES OF PATH WAY STATING "FOR NO EMERGENCY PARKING NO PARKING VEHICLES SIGNS TO REFERENCE FIRE PARKING ENTIRE OF VEHICLES GOLF CARTS MAITENANCE CVC 22500.1 (TYP.) LANE BLOCK BEYOND VEHICLES © ON MOW -CURB, WHERE LOCATED WITH GRASSPAVE2/FIRE ACCESS THIS POINT ONLY CVC 22500.1 Cvc 22500.1 CVC 225MI GVC 22500.1 SIGN TYPEF-11 SIGN TYPE 2❑ SIGN TYPE [3 SIGN TYPE NO SCALE COMPACTED NATIVE BASE 0 95% (PER MANUFACTURER'S SLOPE BOTTOM TO DRAIN TO PIPE DETAILS & SPECS-TYP) CART PATH FIRELANE DETAIL PER 2016 CBC FIG. 118-502.3.3 Q LS BENCHMARK: INSTALL SIGNAGE ALONG EITHER SIDES OF PATH WAY STATING "FOR 3,907 LF O3 EMERGENCY VEHICLES, GOLF CARTS & MAINTENANCE VEHICLES ONLY. CITY OF LA QUINTA BM#430-Description: 11/2"COPPERWELD TH E BASIS OF B EARI NGS FOR TH IS SU RVEY IS ® NO VEHICULAR TRAFFIC ALLOWED". STANDARD "NO PARKING" SIGN 665 JII.�—���� MONUMENT, STAMPED "LS-98",FLUSH AT THE CENTERLINE SIZE (18"x24") SHALL BE USED. 2 EA © ON MOW -CURB, WHERE LOCATED WITH GRASSPAVE2/FIRE ACCESS a 83, ZONE 6, AS DETERMINED LOCALLY BY 7O ASSEMBLY SHALL BE PROVIDED WITH FIRE LANE STENCILING AT EVERY 6 EA ELEVATION=5.467' (NAVD88) ELEVATION =3.216'(NGVD29) 30 -FEET (TYPICAL) "NO PARKING -FIRE LANE -CVC 22500.1" 54,401 SF �9 CONSTRUCT 3" A.C. PAVING OVER 4" CLASS II AGGREGATE BASE 1,300 RIVERSIDE COUNTY FIRE DEPARTMENT FIRE LANE REQUIREMENTS DIAL TWO WORKING / BEFORE / DAYS BEFORE 20' QUINTA C52005 (P491) AND COLLEGE OF THE DESERT (COTD), PER YOU DIG IMM, YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' FIRE ACCESS (TYP) GRASSPAVE2 1 (A COMBINATION OF LETTERING ON TOP OF CURB AND SIGNAGE POSTING SHALL BE USED TO SATISFY THE RCFD 12' 8' 6" INSTALL ACCESSIBLE PARKING SPACE SIGNAGE AND MARKINGS PER DETAILS SHOWN ON SHEET 14 FIRE LANE REQUIREMENTS FOR THIS PROJECT) EPOCH 2011.00) AS SHOWN ON THE CONCRETE GOLF CART PATH 12" MIN. TYPE 3 SOIL CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTW-4', CROSS SLOPE=1%) 1. LETTERING ON TOP OF CURB: FLUSH CURB OR MOW -CURB SHALL BE PAINTED RED AND EVERY THIRTY (30) COMPACTED TO 95%, PER FLUSH CURB OR FEET THERE SHALL BE STENCILING OF WHITE LETTERS SPELLING OUT "NO PARKING - FIRE LANE - CVC GEOTECH REPORT 4" PERFORATED PIPE (TYP) CONCRETE MOW -CUA 22500.1" ALL LETTERS AND NUMBERS SHALL BE MINIMUM OF THREE (3) INCHES. SEE FIGURE 1 OF THE RCFD 2% LOCATION PER PLANI INISH GRADE FIRE LANE REQUIREMENTS. DESCRIPTION "` MUM un"Muuu"uu"ru1MMrM.0 17 2. ON MAIN ROADWAY AND PARKING LOT, INSTALL PERMANENT "POSTING" SIGN, AT LOCATIONS DESIGNATED ELEVATION = 3.903' III -III IIS BY THE FIRE DEPARTMENT, AND/OR LOCATED AS SHOWN ON PLAN, WITH LETTERING "NO PARKING - FIRE LANE EA 19 CVC 22500.1". STANDARD "NO PARKING" SIGN SIZE (18"x24") SHALL BE USED. SEE FIGURE 6 OF THE ° I— RCFD FIRE LANE REQUIREMENTS FOR SIZE, POLE HEIGHT AND LETTERING COLORS. 5 CLASS "C" CONCRETE GRASSPAVE2-7-III-I I COMPACTED NATIVE BASE 0 95% (PER MANUFACTURER'S SLOPE BOTTOM TO DRAIN TO PIPE DETAILS & SPECS-TYP) CART PATH FIRELANE DETAIL 23 24 Q LS BENCHMARK: BASIS OF BEARINGS: 3,907 LF O3 j DH\\ CITY OF LA QUINTA BM#430-Description: 11/2"COPPERWELD TH E BASIS OF B EARI NGS FOR TH IS SU RVEY IS ® CONSTRUCT ROLLED CURB (TYPE "C" CURB) PER CITY OF LA QUINTA STD. DWG. NO. 203 665 JII.�—���� MONUMENT, STAMPED "LS-98",FLUSH AT THE CENTERLINE THE CALIFORNIA COORDINATE SYSTEM,CCS 2 EA © ��// }}}��� o INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. 83, ZONE 6, AS DETERMINED LOCALLY BY 7O CONSTRUCT 2' CURB TRANSITION FROM 6" OF TO 0" CF, PER DETAIL SHOWN ON SHEET 14 6 EA ELEVATION=5.467' (NAVD88) ELEVATION =3.216'(NGVD29) THE LINE BETWEEN USC&GS STATIONS LA 54,401 SF �9 CONSTRUCT 3" A.C. PAVING OVER 4" CLASS II AGGREGATE BASE 1,300 SF DIAL TWO WORKING / BEFORE / DAYS BEFORE PROJECT ELEVATION ATBM#430 QUINTA C52005 (P491) AND COLLEGE OF THE DESERT (COTD), PER YOU DIG IMM, YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' (POSITIONS NATIONAL GEODETIC SURVEY,NAD83, 1 LS 12 INSTALL ACCESSIBLE PARKING SPACE SIGNAGE AND MARKINGS PER DETAILS SHOWN ON SHEET 14 from the elevations shown). EPOCH 2011.00) AS SHOWN ON THE 13 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTW-4', CROSS SLOPE=1%) 35,220 SF 14 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTH=81) TOLL FREE TELEPHONE: 811 (To obtain Project Elevations inNGVD29,Add 0.68Ttothe NATIONAL GEODETIC SURVEY PUBLISHED A PUBLIC SERVICE BY elevations shown). DATA SHEETS, BEING: NORTH 40'16'30.20 DATE BY DESCRIPTION LF 17 R E V I S 1 0 N S UNDERGROUND SERVICE ALERT ELEVATION = 3.903' WEST. NOTE: ON MOW -CURB, WHERE LOCATED WITH GRASSPAVE2/FIRE ACCESS ASSEMBLY SHALL BE PROVIDED WITH FIRE LANE STENCILING AT EVERY 30 -FEET (TYPICAL) "NO PARKING - FIRE LANE - CVC 22500.1" ASPHAL T CONCRETE PRIME SEAL CLASS II AGGREGATE BASE SUBGRADE DROP-OFF STRIPING 1'-0" JOINT TACK SEAL COAT 1 1-1/2" COLDMILL EX. ASPHALT EXISTING ASPHALT EXISTING BASE EXISTING SUBGRADE SPHALT SAWCUT DETAIL NO SCALE 1►a I102A EL11011 1. REINFORCED CONCRETE PIPE (RCP) SHALL CONFORM TO APPLICABLE ASTM AND CALTRANS HIGHWAY DESIGN MANUAL STANDARDS AND SHALL BE UTILIZED WITHIN THE CITY ROW. RCP SHALL BE SEALED WITH NON -SHRINK GROUT THROUGHOUT THE INSIDE CIRCUMFERENCE AND AT THE TOP 4 EXTERIOR CIRCUMFERENCE. 2. STORM DRAIN MANHOLE RINGS AND COVERS SHALL BE ALHAMBRA FOUNDRY A-1497 OR EQUIVALENT PER ASTM A-48, CLASS 35B IRON, DIPPED TWICE IN ASPHALT OR COAL TAR OIL (AC INSTALLATIONS), GALVANIZED LIDS & RINGS (CONCRETE INSTALLATIONS), HAVE 30 MINIMUM CLEAR OPENING, AND BE STAMPED SD ON COVER. 3. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE LOCATION AND FREQUENCY REQUESTED BY THE CITY S INSPECTOR OR AS DETERMINED BY THE SOILS ENGINEER. 4. STORM DRAIN FACILITIES SHALL BE CLEAN OF ALL DEBRIS PRIOR TO CITY ACCEPTANCE. 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. �O QROF ESS IOVq� 1�� 1 l�7 �1! 1►<�J I N T E R N AT 1 0 N A L 9 c7 g z rzii No. caaoso 75-410 Gerald Ford Drive, Suite 100 * * Palm Desert, CA 92211 s CIV 0- Q Phone: (760) 346-7481 MBAKERINTL.COM qT APP'D DATE >F OF CAl�EO��\ ,,/-</ �,I,10 06/14/2021 MICHAEL TYLMAN RCE NO, C43090, EXP. 3-31-22 DATE: APPROVAL BY: CONSTRUCTION NOTES QUANTITY UNIT O1 PROTECT IN PLACE EXISTING SPECIFIED ITEM 1 LS U2 CONSTRUCT 6" CURB PER CITY CF LA QUINITA STD. DWG. NO. 210 3,907 LF O3 CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201 1,095 LF ® CONSTRUCT ROLLED CURB (TYPE "C" CURB) PER CITY OF LA QUINTA STD. DWG. NO. 203 665 LF O5 CONSTRUCT CROSS GUTTER & SPANDREL PER CITY OF LA QUINTA STD. DWG. NO. 230 (MODIFIED, GUT. WIDTH = 6') 2 EA © CONSTRUCT 4' WIDE VALLEY GUTTER PER DETAIL SHOWN ON SHEET 14 95 LF 7O CONSTRUCT 2' CURB TRANSITION FROM 6" OF TO 0" CF, PER DETAIL SHOWN ON SHEET 14 6 EA ® CONSTRUCT CONCRETE FLATWORK PER LANDSCAPE ARCHITECT'S PLAN 54,401 SF �9 CONSTRUCT 3" A.C. PAVING OVER 4" CLASS II AGGREGATE BASE 1,300 SF 10 CONSTRUCT CURB CHANNEL PER DETAIL SHOWN ON SHEET 14 98 LF 11 PAINT 4" WIDE DOUBLE WHITE STRIPE PARKING STALL LINES PER CITY OF LA QUINTA STANDARDS 1 LS 12 INSTALL ACCESSIBLE PARKING SPACE SIGNAGE AND MARKINGS PER DETAILS SHOWN ON SHEET 14 1 LS 13 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTW-4', CROSS SLOPE=1%) 35,220 SF 14 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (WIDTH=81) 4,407 SF 15 INSTALL CONCRETE WHEEL STOPS PER ACCESSIBLE PARKING DETAIL SHOWN ON SHEET 14 5 EA 16 CONSTRUCT 10' CURB TRANSITION PER CITY OF LA QUINTA STD. DWG. NO. 205 20 LF 17 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD. DWG.NO. 250 CASE "A" 4 EA 18 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD.DWG. NO. 250, CASE "E" 1 EA 19 PAINT 4" -WIDE WHITE STRIPING FOR DROP-OFF AREA, PER DETAIL ON SHEET 14 1 LS 20 INSTALL TRUNCATED DOMES PER 2018 CBC REQUIREMENTS 5 EA 21 CONSTRUCT RETAINING WALL PER LANDSCAPE ARCHITECT'S PLAN (PER SEPARATE PLAN AND PERMIT) 1,859 LF 22 CONSTRUCT STONE WALL PER LANDSCAPE ARCHITECT'S PLAN (PER SEPARATE PLAN AND PERMIT) 88 LF 23 CONSTRUCT 6" MIN. PCC GOLF CART PATH OVER COMPACTED NATIVE SOIL (SEE PLAN FOR WIDTH) 62,075 SF 24 INSTALL GRASSPAVE2 PER LANDSCAPE ARCHITECT'S PLAN AND MANUFACTURER'S RECOMMENDATIONS (SEE PLAN FOR WIDTH) 26,343 SF 25 INSTALL POOL FENCING PER LANDSCAPE ARCHITECT'S PLAN 1,385 LF 26 INSTALL HANDRAILS PER ARCHITECT'S PLAN 71 LF 27 NOT USED – – 28 EXISTING UTILITY TO BE REMOVED OR RELOCATED BY OTHERS 1 LS 29 REMOVE AND DISPOSE OF EXISTING BARRICADE 1 LS 30 CONSTRUCT SCREEN WALL PER LANDSCAPE ARCHITECT'S PLAN 481 LF 31 INSTALL 12" ADS SINGLE WALL CORRUGATED HDPE 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 60 LF 32 INSTALL 10" MINIMUM DIAMETER GROUTED RIVER ROCK PER DETAIL SHOWN ON SHEET 14 1 LS 33 INSTALL PERMANENT "POSTING" SIGN W/ LETTERING "NO PARKING - FIRE LANE - CVC 22500.1" 17 EA 34 INSTALL SIGNAGE "FOR EMERGENCY VEHICLES, GOLF CARTS, & MAINTENANCE VEHICLES ONLY" 23 EA 35 INSTALL FIRE LANE STENCILING EVERY 30 FT. "NO PARKING - FIRE LANE - CVC 22500.1" 1 LS 36 SAWCUT AND REMOVE EXISTING PAVEMENT TO ALLOW FOR A SMOOTH TRANSITION TO THE NEW PAVEMENT PER DETAIL ON SHEET 14 372 LF CONSTRUCTION NOTES - STORM DRAIN PLANS QUANTITY UNIT 1 INSTALL 8" ROUND NYLOPLAST AREA DRAIN AND GRATE OR APPROVED EQUAL) 229 EA 2 INSTALL 9"x9" CATCH BASIN, RISER & 9" GRATE, NDS #900, 900-4, 916 & 990 (OR APPROVED EQUAL) 20 EA 3 16 INSTALL 4" ROUND CHROME AREA DRAIN PER NDS 917SC OR APPROVED EQUAL) 16 EA 4 INSTALL 4" ADS SINGLE WALL CORRUGATED HDPE 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 5,870 LF 5 INSTALL STORM DRAIN OUTLET PER DETAIL ON SHEET 22 22 EA INSTALL 6" ADS SINGLE WALL CORRUGATED HDPE 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 5,720 LF <7> INSTALL 12" ADS SINGLE WALL CORRUGATED HDPE 0 1.0% MINIMUMI (UNLESS OTHERWISE NOTED) 1,790 LF 8 INSTALL 18"x18" CATCH BASIN, RISER & 18° ATRIUM GRATE, NDS #1882, 1884, 1816 & 1891 OR APPROVED EQUAL) 1 EA (9> INSTALL FAPE FLARED ENA SECTION, SIZED PER PIPE DIAMETER, ADS #1215NP (OR APPROVED EQUAL) 9 EA 10 CONSTRUCT RIPRAP AROUND OUTLET. (18"X24"X18" CRUSH ROCK, 4" TO 12"0, OR APPROVED GRADATION) 22 EA 11 JOIN EXISTING STORM DRAIN (FIELD VERIFY SIZE & ELEVATION). PROVIDE REQUIRED CONNECTION, AS NEEDED. 2 EA 1 INSTALL 24"x24" CATCH BASIN, RISER Sc 24" STEEL GRATE, NDS #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) 8 EA 0 INSTALL 6" ROUND SPEE-D BASIN & 6" GRATE, NDS #101, 201, 250, 300 & 50 (OR APPROVED EQUAL). 150 EA CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 16 152CONNECT 116 TO BUILDING DOWNSPOUT. SEE ARCHITECT'S PLANS. 3 EA INSTALL 4" PERFORATED PVC UNDER GRASSPAVE2 AREA. MINIMUM SLOPE 1.0%, MINIMUM COVER 1.5' 3,540 LF EARTHWORK QUANTITIES For Reference Only) CUT = FILL RAW EXCAVATION 1,306 CY 9,540 CY NET IMPORT 8,180 CY NOTE THE ABOVE EARTHWORK QUANTITIES ARE ENGINEER'S ESTIMATE ONLY, AND DERIVED FROM APPROVED ROUGH GRADING PLANS QUANTITY DATA. CONTRACTOR TO VERIFY ALL QUANTITIES FOR BID SUBMITTAL. W ERl' WINIA...... ADA PATH OF TRAVEL ..... ACCESS TO BUILDING BRYA cKINNEY CITY ENGINEER R.C.E. NO. 49418 )RAWN DESIGNED ORR/KE ORR(KE SCALE AS NOTED CHECKED RV z r PARKING STALL 1 1 NO SCALE CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T PRECISE GRADING PLAN 14 SILVERROCK RESORT DATE G Zl MONTAGE LUXURY HOTEL of 22 SHEETS PRECISE GRADING PLAN DWG. NAME EXP. 09/30/22 DETAILS AND QUANTITY ESTIMATES JOB NUMBERFILE N O. 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.65.,R.7E., S.B.B.& M. DATE APRIL 2021 FOR: CITY PROJECT NO. PG2019-0018 PG2019-0018 4" WHITE STRIPING 12" (TYP.) 9' PARKING STALL 1 1 NO SCALE CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T PRECISE GRADING PLAN 14 SILVERROCK RESORT DATE G Zl MONTAGE LUXURY HOTEL of 22 SHEETS PRECISE GRADING PLAN DWG. NAME EXP. 09/30/22 DETAILS AND QUANTITY ESTIMATES JOB NUMBERFILE N O. 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.65.,R.7E., S.B.B.& M. DATE APRIL 2021 FOR: CITY PROJECT NO. PG2019-0018 PG2019-0018 EXISTING LAKE/FOND WS = 21.Ot NOTE: WORK WITHIN GOLF COURSE FAIRWAY TO BE COORDINATED WITH GOLF COURSE MANAGEMENT PRIOR TO COMMENCEMENT MNRTRI IrTInK] K]nTF.q _ gTl)RN1 IIRAIN PI AN:q 22.00TG` � �� ✓ �-.� 19.50INV 51.44 LF 10 / f S322.72% xgr A r ,... ' r /J x/ 20 10 0 00 6 94.58 LF S=1.00% ISTING 3"' AIR VENT UfG (AS—BUILT LOCATION)—� \ INSTALL 8" ROUND NYLOPLAST AREA DRAIN AND GRATE (OR APPROVED EQUAL) INSTALL 4" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) S E I INSTALL 4" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) PRI INSTALL STORM DRAIN OUTLET PER DETAIL ON SHEET 22 INSTALL 6" ADS SINGLE WALL CORRUGATED HDPE @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) CONSTRUCT RIPRAP AROUND OUTLET. (18'X24'X18' CRUSH ROCK, 4" TO 12"0, OR APPROVED GRADATION) INSTALL 24"x24' CATCH BASIN, RISER & 24" STEEL GRATE, NDS #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) INSTALL 6" ROUND SPEE—D BASIN & 6" GRATE, NDS #101, 201, 250, 300 & 50 (OR APPROVED EQUAL). CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 16 INSTALL 4" PERFORATED PVC UNDER GRASSPVE2 AREA. MINIMUM SLOPE 1.0%, MINIMUM COVER 1.5' PER DETAIL ON SHEET 22 25,77IW-12"SD N4 42.87 LF MN"' S-1.22% 7 1 3� 25.49INV—E 25.24INV-1 MATCHLINE - SEE SHEET 17 SCALE: 1"=20' BENCHMARK: BASIS OF BEARINGS: APPROVAL BY: CITYOF LAQUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T CITY OF LA QUINTA BM#430-Description: 11/2"COPPERWELD THE BASIS OF BEARINGS FOR TH IS SU RVEY IS D \\ reN �MONUMENT,STAMPEDTS-98",FLUSH AT THE CENTERLINE THE CALIFORNIA COORDINATE SYSTEM,CCS Q�PRECISE GRADING PLAN INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. 15 ELEVATION = 5.46T (NAVD88) 83, ZONE 6, AS DETERMINED LOCALLY BY���p,p�ySILVERROCK RESORTTHE LINE BETWEEN USC&GSSTATIONS F y DATE z MONTAGE LUXURY HOTEL OF22 SHEETS DIAL TWO WORKING ELEVATION=3.216'(NGVD29) INTER NATIO NALQUINTA C52ERT005 D), (P AND COLLEGE OF "z75-410 Gerald Ford Drive, Suite 100BEFORE DAYS BEFORE PROJECT ELEVATION AT BM #430 THE DESERT (COTD}, {POSITIONS PER � Na. 043090 � B A cKINNEY YOU DIG YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' Palm Desert, CA 92211 CITY ENGINEER STORM DRAIN PLAN DWG.NAME NATIONAL GEODETIC SURVEY, NAD83, * * from the elevations shown). Phone: 760 346-7481 • MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/22 EPOCH2O11.00)ASSHOWNONTHE Jp OIV1� �P 1 } MONTAGE SPA TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687'to the NATIONAL GEODETIC SURVEY PUBLISHED qTF 0�� i1�L // /1 DRAWN DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY elevations shown), DATE BY DESCRIPTION APP'D DATE OF CALIF 7"' ✓` ORR/KE ORR/KE 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 k NW, NE k SE 1/4 OF SEC. 6, T.6S.,R.7E., S.B.B.& M. DATA SHEETS, BEING: NORTH 4016'30.20" 04/22/2021 FOR: UNDERGROUND SERVICE ALERT ELEVATION=3.903' WEST. R E V I S 1 0 N S MICHAEL TYLMAN RCE NO. C43090, EXP. 3-31-22 DATE: SCALE AS NOTED CHECKED RV DATE APRIL 2021 CITY PROJECT NO. PG2019-0018 PG2019-0018 1 1 1 1 P rr)KICTR1 IrTInKI AInTDC _ (ZTf-)DRA nDAIA1 DI ODIC 1 INSTALL 8" ROUND NYLOPLAST AREA DRAIN AND GRATE (OR APPROVED EQUAL) 4 INSTALL 4" ADS SINGLE WALL CORRUGATED HDPE 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 5 INSTALL STORM DRAIN OUTLET PER DETAIL ON SHEET 22 8 INSTALL 18"x18" CATCH BASIN, RISER & 18" ATRIUM GRATE, NDS #1882, 1884, 1816 & 1891 (OR APPROVED EQUAL) 115 CONSTRUCT RIPRAP AROUND OUTLET. (18"X24"X18" CRUSH ROCK, 4" TO 12"0, OR APPROVED GRADATION) INSTALL 6" ROUND SPEE-D BASIN & 6" GRATE, NDS #101, 201, 250, 300 & 50 (OR APPROVED EQUAL). CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 16 CONNECT TO BUILDING DOWNSPOUT. SEE ARCHITECT'S PLANS. INSTALL 4" PERFORATED PVC UNDER GRASSPAVE2 AREA. MINIMUM SLOPE 1.0%, MINIMUM COVER 1.5' c AHMANSON LANE` Id IN 10.1 LF 5=1.00% a 21.5 LF �. 6...S7-1.0076- _ SD 0/30 27 60INV 26 L/ mmmmm HOTEL FF 31.00 PAD=30.3 \M q� VARIES -PER ARCHITECT'S PLAN CRUSHED STONE SPLASH PAD GEOTEXTILE FABRIC REFER TO: LANDSCAPE CONSTRUCTION MATERIALS & REFER TO: LANDSCAPE SPECIFICATIONS FINISH SCHEDULE © COMPACTED SUBGRADE OSTEEL HEADER REFER TO: GEOTECHNICAL ENGINEER'S DOCUMENTS REFER TO: ARCHITECT'S PLANS aADJACENT PAVING MATRIUM DRAIN CONNECTION REFER T0: LANDSCAPE CONSTRUCTION PLANS TOP OF GRATE AND INVERT PER PLAN �a " \ \ ❑ RAIN CHAIN 2" THICK DECOMPOSED GRANITE MULCH 8 REFER TO: ARCHITECT'S PLANS REFER TO: LANDSCAPE PLANTING LEGEND fpCt \✓ ' ,, ` \ ~ 14 RAIN CHAIN DETAIL 0 NOT TO SCALE 38.68 LF--- S=1.00%� / 1 „ Jia '/'/ � f +a \X / ` \ 41 j ;4 - c- _.___ RED -CURB /, 3 20 10 0 20 40 60 28.98INV . -. f , _ a FIRE LANE (TYPICAL) . - � 4 d• 1 28.93INV .;"_- , a 4.64 LF 41 SCALE: 1"=20' 3 S=1.08% \ l - 4 39.01 LF S=1.05%.,. qi -- 2s- � %.v 3.00 LF 28.50IW F � i 4 6, 29.03 LF 1 S 1.01% 4 37 72 LF S=1.00% 4 28.521 NV S=1.01% /z 28 55INV t 28.27INV , , \ SD I Q, 63INV 04 15.48 LF 8. / -' 4 X � � 4 J 5-1.00% 28.14INV . . y V) u, '!. >> / _10 6 58.31 LF S=1.00% / La 29.00 h� INV - I �� 27.70 iii 16 INV GB T5 \ i6�od cP 4 35.17 IF a 0 oe° °oma o°°°o ooe`Us 16 AN S=2. 6% o °0�0 0 °0 oao 0 oQff°�0 °,,o° ° °map <c.Z4 29.8OTG n -_� - o ° 00°o d" ooa hy• prep/ o°o 4 13 _ o a 00 ��i b' b °0 28 38I. 27 56INV - _ ° o o ��'�• 40 LF �0°0 0 °a.. 6 S 1.02% 26.00 o o°O 16 ��. 000�aa0,c1 28 M1�s °°0mc `� o o INV GB, o°0F °off°, V) � 1p°o° . 'o ° O e N 25.27 ° e. �°o �� a°° O C} 4.9 LF 5 \ f0.00TG _$ " �I INV �° F 4 �. a"u °a0 ° < 4 << . 4 5=1.0 6.62INV INV G a _ 6 61.4fi LF` 0�27.23INV- % ...; -W, oo, ., y> �o'000Do 45 10 22.7TG j �-- 6 S _ I,� INV GB /�'�_ --- „S-1_%0 v %+',F 2F .. yL_s�b� 2020 54 MATCHLINE - SEE SHEET 17 SEE SHEETS 3-6 FOR PRECISE GRADING BENCHMARK: BASIS OF BEARINGS: APPROVALBY: CITYOFLAOUINTA CITY OF LAQUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET D����� T CITY M N ,SIAMQUINTA ED"LS-T,FLUipHATT ECEN ERLINED THECALIFOFBEARINGS ORDINA E Y SURVEY TEM,OCS QFESS)0Michael - PRECISE GRADING PLANPIIS\?\SMONUMENT,STAMPED"LS-98",FLUSH AT THE CENTERLINE THE CALIFORNIA COORDINATE SYSTEM,CCS Nq 16 G INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. Q,� V o ELEVATION=5.467' (NAVD88) 83, ZONE 6, AS DETERMINED LOCALLY BY ti``� �PEL ryl F�� SILVERROCK RESORT THE LINE BETWEEN USC&GS STATIONS LA I N T E R N A T1 O N A L DIAL TWO WORKING ELEVATION=3.216'(NGVD29) 9 Z / QUINTA 052005 (P491) AND COLLEGE OF z m DATE Zy Z MONTAGE LUXURY HOTEL OF 22 SHEETS BEFORE / DAYS BEFORE PROJECT ELEVATION AT BM #430 z. No. 043090 75 110 Gerald Ford Drive, Suite 100 BRYA McKINNEY YOU DIG I+t, YOU DIG THE DESERT (COED), (POSITIONS PER {To obtain Project Elevations in NAVD88 Datum, Subtract NATIONAL GEODETIC SURVEY, NAD83, * * Palm Desert, CA 92211 CITY ENGINEER STORM DRAIN PLAN DWG. NAME Bom the elevations shown). Phone: 760 346-7481 • MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/22 EPOCH2O11.00)ASSHOWNONTHE sT �)vI� �Q � > MONTAGE HOTEL LOBBY TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687'to the NATIONAL GEODETIC SURVEY PUBLISHED 9rF FO`�� DRAWN DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY elevations shown). DATE BY DESCRIPTION APP'D DATE Of CA�� 'r -'� 'f ORR/KE ORR/KE 161978 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. DATA SHEETS, BEING: NORTH 40°16'30.20" 04/22/2021 FOR: UNDERGROUND SERVICE ALERT ELEVATION=3.903' WEST. R E V I S 1 0 N S MICHAEL TYLMAN RCE NO. C43090, EXP. 3-31-22 DATE: SCALE AS NOTED CHECKED RV DATE APRIL 2021 CITY PROJECT NO. PG2019-0018 PG2019-0018 MATCHLINE - SEE SHEET 16 r-� N ;W7 _. 4 j27,go-, 20TG 1 251N�. 25.6q '•Y Cb 1 24 9 X12" SD 23.17 BOT 25 48TG 23 48INV 4" SS 21.82 TOP 40.08 LF40 44.1 r, S=1.00% V r SEE SHEETS 4-7 FOR PRECISE GRADING SCALE: 1"=20' CONSTRUCTION NOTES - STORM DRAIN PLANS 1 INSTALL 8" ROUND NYLOPLAST AREA DRAIN AND GRATE (OR APPROVED EQUAL) 2 INSTALL 9"x9" CATCH BASIN, RISER & 9" GRATE, NDS #900, 900-4, 916 & 990 (OR APPROVED EQUAL) 3 INSTALL 4" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) 4 INSTALL 4" ADS SINGLE WALL CORRUGATED HDPE @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 5 INSTALL STORM DRAIN OUTLET PER DETAIL ON SHEET 22 6 INSTALL 6" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 7 INSTALL 12" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 8 INSTALL 18"x18" CATCH BASIN, RISER & 18" ATRIUM GRATE, NDS #1882, 1884, 1816 & 1891 (OR APPROVED EQUAL) 9 INSTALL HDPE FLARED END SECTION, SIZED PER PIPE DIAMETER, ADS #1215NP (OR APPROVED EQUAL) 10 CONSTRUCT RIPRAP AROUND OUTLET. (18"X24"X18" CRUSH ROCK, 4" TO 12"0, OR APPROVED GRADATION) 1 INSTALL 24"x24" CATCH BASIN, RISER & 24" STEEL GRATE, NDS #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) 1 INSTALL 6" ROUND SPEE-D BASIN & 6" GRATE, NDS #101, 201, 250, 300 & 50 (OR APPROVED EQUAL). 14 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 16 16 INSTALL 4" PERFORATED PVC UNDER GRASSPAVE2 AREA. MINIMUM SLOPE 1.0%, MINIMUM COVER 1.5' PER DETAIL ON SHEET 22 DCIV VfIIVI/1R r\. 08/101.0 Ur mr–/'YI"CIIVuo APPROVAL BY: CITY OF LAQUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T CITY OF LA QUINTA BM#430- Description: 1112"COPPERWELD THE BASIS OF BEARINGS FOR THIS SURVEY 15 o —���� MONUMENT, STAMPED "LS-98".FLUSH AT THE CENTERLINE THE CALIFORNIA COORDINATE SYSTEM, CCS oQROfESS1p,I,9` —BakerPRECISE GRADING PLAN INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. R, 83, ZONE 6, AS DETERMINED LOCALLY BY EL 7 F 7 ELEVATION =3.216'(NGVD29) ` 0 ELEVATION=5.467'(NAVD88) ,�� �P �� �, l /r SILVERROCK RESORT s THE LINE BEMONTAGE LUXURY HOTEL DIAL TWO WORKING �" v z TWEEN USC&GS STATIONS LA INTERNATIONAL QUINTA 082005 (P491) AND COLLEGE OF c� z m DATE G z� Z OF 22 SHEETS BEFORE DAYS BEFORE PROJECT ELEVATION ATBM#430 No. 043090 75-410 Gerald Ford Drive, Suite 100 AD McKINNEY o THE DESERT (COTD), (POSITIONS PER x YOU DIG YOU DIG (To obtain ProectElevalionsinNAVD88Datum,Subtract1.564Palm eSert,CA92211 CITY ENGINEER STORM DRAIN PLAN DWG. NAME u y� I NATIONAL GEODETIC SURVEY, NAD83, * * y hom the elevations shown). s p/V I�- Q. Phone:(760)346-7481 • MBAKERINTLCOM R.C.E. NO. 49418 EXP. 09/30/22 (GUEST ROOMS). GR 32-34 & POOL AREA r EPOCH 2011.00) AS SHOWN ON THE T � l TOLL FREE SERVICE BYTEL 811 elevations shown)n Project . NATIONAL in NGVD29, Add 0.687 to the NATIONAL G EODETIC SU RVEY PU BUSH ED DATE BY DESCRIPTION APPb DATE q�F OF CAV�E��� 7 Gf 1 /�'3 DRAWN ORR/KE DESIGNED ORR/KE JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S. ,R.7E., S.B.B.& M. FILE NO,. DATA SHEETS, BEING: NORTH 40°16'30.20" =f 04/22/2021 FOR: UNDERGROUND SERVICE ALERT ELEVATION=3.903' WEST. R E V I S 1 0 N S MICHAEL TYLMAN RCE N0. 043090, EXP. 3-31-22 DATE: SCALE AS NOTED CHECKED RV DATE APRIL 2021 CITY PROJECT NO. PG2019-0018 PG2019-0018 25.91 TG .22 .521 25 48TG 23 48INV ,�� `., rr '' , V 1 � rr ,� SEE SHEETS 4-7 FOR PRECISE GRADING SCALE: 1"=20' CONSTRUCTION NOTES - STORM DRAIN PLANS 1 INSTALL 8" ROUND NYLOPLAST AREA DRAIN AND GRATE (OR APPROVED EQUAL) 2 INSTALL 9"x9" CATCH BASIN, RISER & 9" GRATE, NDS #900, 900-4, 916 & 990 (OR APPROVED EQUAL) 3 INSTALL 4" ROUND CHROME AREA DRAIN PER NDS 917SC (OR APPROVED EQUAL) 4 INSTALL 4" ADS SINGLE WALL CORRUGATED HDPE @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 5 INSTALL STORM DRAIN OUTLET PER DETAIL ON SHEET 22 6 INSTALL 6" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 7 INSTALL 12" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 8 INSTALL 18"x18" CATCH BASIN, RISER & 18" ATRIUM GRATE, NDS #1882, 1884, 1816 & 1891 (OR APPROVED EQUAL) 9 INSTALL HDPE FLARED END SECTION, SIZED PER PIPE DIAMETER, ADS #1215NP (OR APPROVED EQUAL) 10 CONSTRUCT RIPRAP AROUND OUTLET. (18"X24"X18" CRUSH ROCK, 4" TO 12"0, OR APPROVED GRADATION) 1 INSTALL 24"x24" CATCH BASIN, RISER & 24" STEEL GRATE, NDS #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) 1 INSTALL 6" ROUND SPEE-D BASIN & 6" GRATE, NDS #101, 201, 250, 300 & 50 (OR APPROVED EQUAL). 14 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 16 16 INSTALL 4" PERFORATED PVC UNDER GRASSPAVE2 AREA. MINIMUM SLOPE 1.0%, MINIMUM COVER 1.5' PER DETAIL ON SHEET 22 DCIV VfIIVI/1R r\. 08/101.0 Ur mr–/'YI"CIIVuo APPROVAL BY: CITY OF LAQUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T CITY OF LA QUINTA BM#430- Description: 1112"COPPERWELD THE BASIS OF BEARINGS FOR THIS SURVEY 15 o —���� MONUMENT, STAMPED "LS-98".FLUSH AT THE CENTERLINE THE CALIFORNIA COORDINATE SYSTEM, CCS oQROfESS1p,I,9` —BakerPRECISE GRADING PLAN INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. R, 83, ZONE 6, AS DETERMINED LOCALLY BY EL 7 F 7 ELEVATION =3.216'(NGVD29) ` 0 ELEVATION=5.467'(NAVD88) ,�� �P �� �, l /r SILVERROCK RESORT s THE LINE BEMONTAGE LUXURY HOTEL DIAL TWO WORKING �" v z TWEEN USC&GS STATIONS LA INTERNATIONAL QUINTA 082005 (P491) AND COLLEGE OF c� z m DATE G z� Z OF 22 SHEETS BEFORE DAYS BEFORE PROJECT ELEVATION ATBM#430 No. 043090 75-410 Gerald Ford Drive, Suite 100 AD McKINNEY o THE DESERT (COTD), (POSITIONS PER x YOU DIG YOU DIG (To obtain ProectElevalionsinNAVD88Datum,Subtract1.564Palm eSert,CA92211 CITY ENGINEER STORM DRAIN PLAN DWG. NAME u y� I NATIONAL GEODETIC SURVEY, NAD83, * * y hom the elevations shown). s p/V I�- Q. Phone:(760)346-7481 • MBAKERINTLCOM R.C.E. NO. 49418 EXP. 09/30/22 (GUEST ROOMS). GR 32-34 & POOL AREA r EPOCH 2011.00) AS SHOWN ON THE T � l TOLL FREE SERVICE BYTEL 811 elevations shown)n Project . NATIONAL in NGVD29, Add 0.687 to the NATIONAL G EODETIC SU RVEY PU BUSH ED DATE BY DESCRIPTION APPb DATE q�F OF CAV�E��� 7 Gf 1 /�'3 DRAWN ORR/KE DESIGNED ORR/KE JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S. ,R.7E., S.B.B.& M. FILE NO,. DATA SHEETS, BEING: NORTH 40°16'30.20" =f 04/22/2021 FOR: UNDERGROUND SERVICE ALERT ELEVATION=3.903' WEST. R E V I S 1 0 N S MICHAEL TYLMAN RCE N0. 043090, EXP. 3-31-22 DATE: SCALE AS NOTED CHECKED RV DATE APRIL 2021 CITY PROJECT NO. PG2019-0018 PG2019-0018 N O N_ ik`wu1` U F k �� N CONSTRUCTION NOTES -STORM DRAIN PLANS 16 60.0 LF \ o S=1.0%\ 1 " INSTALL 8ROUND NYLOPLAST AREA DRAIN AND GRATE (OR APPROVED EQUAL) W 4 S r 2 INSTALL 9"x9" CATCH BASIN, RISER & 9" GRATE, NDS #900, 900-4, 916 & 990 (OR APPROVED EQUAL) % 24 9 ` ` 4 INSTALL 4" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) �j 35� 9 5 x S=1.65% 6 �� " '�\� 5 INSTALL STORM DRAIN OUTLET PER DETAIL ON SHEET 22 160 4 =.0 �7.7 LF S-1 6 „ \ �^ ?�o ` 6 INSTALL 6" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) .65 ° e 27 OOTG 27.20TG " y� cb., 7 INSTALL 12" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) e�oo`N N 3Q`� 4.INV 194{ �� `y?, `,,, ` 16 52.15 150%LF fb 10 CONSTRUCT RIPRAP AROUND OUTLET. (18'X24'X18' CRUSH ROCK, 4" TO 12", OR APPROVED GRADATION) S=16 6 4 20190% 4 ` I ` 1 09->z;Q° di? '' 22.4 TG 5 10 \ 13 INSTALL 6" ROUND SPEE-D BASIN Sc 6" GRATE, NDS #101, 201, 250, 300 & 50 (OR APPROVED EQUAL) . 1g 1 24.71INV °r> 20.41INV O 14 CONNECT TO BUILDING RAIN CHAIN SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 16 14 1 ,. " 25.88INV ; _. S 1 ii " ` \ 6 INSTALL 4" PERFORATED PVC UNDER GRASSPAVE2 AREA. MINIMUM SLOPE 1.0%, MINIMUM COVER 1.5' PER �% 27.56TG I t`. .. „' 44.5 LF \ 1 1 DETAIL ON SHEET 22 21.91 19.1; 19.1 '22.26INV 6.1 LF S 4 �Y 36.: 24 4 00 20 10 0 20 40 60 SCALE: 1"=20' SEE SHEET 9 FOR PRECISE GRADING o" ff nn ,ry L �7 zz.zs FF=24.50 PAD 23.8 22 ,17 1 INSTALL 8" ROUND NYLOPLAST AREA DRAIN AND GRATE (OR APPROVED EQUAL) INSTALL 9"x9" CATCH BASIN, RISER & 9" GRATE, NDS #900, 900-4, 916 & 990 (OR APPROVED EQUAL) 4 INSTALL 4" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 5 INSTALL STORM DRAIN OUTLET PER DETAIL ON SHEET 22 Y 6 INSTALL 6" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 7 INSTALL 12" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 10 CONSTRUCT RIPRAP AROUND OUTLET. (18'X24'X18' CRUSH ROCK, 4" TO 12"0, OR APPROVED GRADATION) ' 1 INSTALL 24"x24" CATCH BASIN, RISER & 24" STEEL GRATE, NDS #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) 1 INSTALL 6" ROUND SPEE-D BASIN & 6" GRATE, NDS #101, 201, 250, 300 & 50 (OR APPROVED EQUAL). 14 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 16 41ill Nil 16 INSTALL 4" PERFORATED PVC UNDER GRASSPVE2 AREA. MINIMUM SLOPE 1.0%, MINIMUM COVER 1.5' PER DETAIL ON SHEET 22 25.6 LFA 4 LU 4DiNV 18 8 LF S=4.65% ,., g g '18=6 7�QQ% APPROVAL BY: CITYOF LAQUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA `I /�\ \\ J)7/ ���� DR �� J� DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG �YOU DIG p TOLL FREE SERVICE BEYEPHONE: 811 UNDERGROUND SERVICE ALERT CITY OF LA QUINTA BM#430- Description: 11/2"COPPERWELD MONUMENT, STAMPED "LS-98",FLUSH AT THE CENTERLINE INTERSECTION OFAVENUE 54 ANDJEFFERSON STREET. ELEVATION = 5.467' (NAVD88) ELEVATION = 3.216' (NGVD29) PROJECT ELEVATION AT BM #430 (To obtain Project Elevations in from the elevations shown). elevations shown)n Project . in NGVD29, Add 0.687 to the ELEVATION ` MichaelQFESS/p ` BakerPRECISE Q, h�� EI T y� Fy y c 9 z I N T E R N A T I O N A L z m �. No. 043090 75-410 Gerald Ford Drive, Suite 100 * * Palm Desert, CA 92211 Phone: 760 346-7481 - MBAKERINTL.COM J'T �IVIV �P t ) qTF OF CAt IF��� /LLGGY/ �T �" 04/22/2021 MICHAEL TYLMAN RCE NO. C43090, EXP. 3-31-22 DATE: SEE SHEET 18 14 O 23.00TG 1 �� . '� � a '� �_ GRADING PLAN SILVERROCK RESORT MONTAGE LUXURY HOTEL STORM DRAIN PLAN (GUEST ROOMS) GR 27-31 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. 21.64IN �' 19 30 MIII M M M M MIII M MR 24.0 LF S-1- 003.. k DWG. NAME - DATE o" ff nn ,ry L �7 zz.zs FF=24.50 PAD 23.8 22 ,17 1 INSTALL 8" ROUND NYLOPLAST AREA DRAIN AND GRATE (OR APPROVED EQUAL) INSTALL 9"x9" CATCH BASIN, RISER & 9" GRATE, NDS #900, 900-4, 916 & 990 (OR APPROVED EQUAL) 4 INSTALL 4" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 5 INSTALL STORM DRAIN OUTLET PER DETAIL ON SHEET 22 Y 6 INSTALL 6" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 7 INSTALL 12" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 10 CONSTRUCT RIPRAP AROUND OUTLET. (18'X24'X18' CRUSH ROCK, 4" TO 12"0, OR APPROVED GRADATION) ' 1 INSTALL 24"x24" CATCH BASIN, RISER & 24" STEEL GRATE, NDS #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) 1 INSTALL 6" ROUND SPEE-D BASIN & 6" GRATE, NDS #101, 201, 250, 300 & 50 (OR APPROVED EQUAL). 14 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 16 41ill Nil 16 INSTALL 4" PERFORATED PVC UNDER GRASSPVE2 AREA. MINIMUM SLOPE 1.0%, MINIMUM COVER 1.5' PER DETAIL ON SHEET 22 N O �I N O 0 LU _U) LU 1•r G BENCHMARK: BASIS OF BEARINGS: APPROVAL BY: CITYOF LAQUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T /�\ \\ J)7/ ���� DR �� J� DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG �YOU DIG p TOLL FREE SERVICE BEYEPHONE: 811 UNDERGROUND SERVICE ALERT CITY OF LA QUINTA BM#430- Description: 11/2"COPPERWELD MONUMENT, STAMPED "LS-98",FLUSH AT THE CENTERLINE INTERSECTION OFAVENUE 54 ANDJEFFERSON STREET. ELEVATION = 5.467' (NAVD88) ELEVATION = 3.216' (NGVD29) PROJECT ELEVATION AT BM #430 (To obtain Project Elevations in from the elevations shown). elevations shown)n Project . in NGVD29, Add 0.687 to the ELEVATION TH E BASIS OF BEARINGS FOR THIS SU RVEY IS 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(POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH2O11.00)ASSHOWNONTHE NATIONAL GEODETIC SURVEY PUBLISHED DATA DATA SHEETS, BEING: NORTH 40°16'30.20" WEST. MichaelQFESS/p ` BakerPRECISE Q, h�� EI T y� Fy y c 9 z I N T E R N A T I O N A L z m �. No. 043090 75-410 Gerald Ford Drive, Suite 100 * * Palm Desert, CA 92211 Phone: 760 346-7481 - MBAKERINTL.COM J'T �IVIV �P t ) qTF OF CAt IF��� /LLGGY/ �T �" 04/22/2021 MICHAEL TYLMAN RCE NO. C43090, EXP. 3-31-22 DATE: DATE G Ly BRYA McKINNEY CITY ENGINEER R.C.E. NO. 49418 EXP. 09/30/22 19 OF 22 SHEETS GRADING PLAN SILVERROCK RESORT MONTAGE LUXURY HOTEL STORM DRAIN PLAN (GUEST ROOMS) GR 27-31 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. DWG. NAME - DATE BY DESCRIPTION APP'D DATE DRAWN ORR/KE DESIGNED ORRl KE JOB NUMBER 161178 RLE NO. PG2019-0018 R E V I S 1 0 N S SCALE AS NOTED CHECKED RV DATE APRIL 2021 FOR: CITY PROJECT NO. PG2019-0018 N O �I N O 0 LU _U) LU 1•r G 16 98.5 LF N o o.- w S=3.3% 20' I J U) 1 EXISTING J > ICVWD EASMT. W 0 ur I fy fl� I 1 I P t,J o t^1 "( "y 1 0 56 4 LF 16 L.. S=4.7% 20 10 0 20 40 60 ,a P I I d w j P I P SCALE: 1"=20' z ems? 24.00 I w INV ° EXISTING U/G 3" AIR VENT --3 s TO REMAIN` 3' MIN. EDGE OF POND P� - B.D.R. R/W wl 12"X12" BOTTOM- 6.72 OTTOM- 13 72 IAF j I LESS CATCH BASIN S=1.ODXIJ WITH GRATE; 16 i NDS 1200BLKIT OR ' APPROVED EQUAL Cie 4 26. S=5 LF 2.2%'' p ( o 1 j SLOPE PER PLAN INV 0;; 23.481 I i PER INV p i> PIPE SIZE PER PLAN PLAN RIPRAP tie Q f f LJ 20' Z 36"X36"X24" DEEP 36.9 LF EXISTING r <16>s -'1.06%- Q CRUSHED ROCK CVWD EASMT. U - - i Z 23.85 INV Id U 23e0 5 STORM DRAIN OUTLET DETAIL I i W INV Iv1 C5 NTS f J j W FINISH GRADE � 87.0� ~ — LFI l 16 S=1.000 = PROPOSED STORM y Wz DRAIN LINE i o °h q U 5' 5' EXISTING 12" et ' ( Z w ~ MIN. MIN. IRRIGATION LINE OR f'Az1 �I o EXISTING 6" LAKE PROPOSED Q EQUALIZER LINE a SMH c m --.0 24.4 TG J — — r122.30IW 10 5 I J Lave 22.93 Z - C3 ? I V I _ N o 4 S 18 0 LF ; (� a 5% of ; Q �g Hyl` O I I ,f Gi` 16 551500% I U 45BENDS (TYP) 0,,... . �.' CEOd� DETAIL "A" -UTILITY CROSSING � � I NTS 0,10 1 D Q 23.39 1 CY INV.... (; - CONSTRUCTION NOTES - STORM DRAIN PLANS �Fii P I 1 INSTALL 8" ROUND NYLOPLAST AREA DRAIN AND GRATE (OR APPROVED EQUAL) m 0 16 5 o 1 LF P 2 INSTALL 9x9" CATCH BASIN, RISER & 9" GRATE, NDS #900, 900 4, 916 & 990 (OR APPROVED EQUAL) : 0 FFt 5=2.9% 4 INSTALL 4 ADS SINGLE WALL CORRUGATED HDPE ®1.0% MINIMUM (UNLESS OTHERWISE NOTED) 0 4. INSTALL STORM DRAIN OUTLET PER DETAIL ON SHEET 22 I P o b6 INSTALL 6" ADS SINGLE WALL CORRUGATED HDPE @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) N 7 INSTALL 12" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) fl t z 10 CONSTRUCT RIPRAP AROUND OUTLET. (18"X24"X18" CRUSH ROCK, 4" TO 12"0, OR APPROVED GRADATION) N, 4 8 - 11 JOIN EXISTING STORM DRAIN (FIELD VERIFY SIZE & ELEVATION). PROVIDE REQUIRED CONNECTION, AS NEEDED. 1 INSTALL 24"x24" CATCH BASIN, RISER & 24" STEEL GRATE, NDS #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) G P 1 INSTALL 6" ROUND SPEE-D BASIN & 6" GRATE, NDS #101, 201, 250, 300 & 50 (OR APPROVED EQUAL). g� P 14 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 16 16 INSTALL 4" PERFORATED PVC UNDER GRASSPAVE2 AREA. MINIMUM SLOPE 1.0%, MINIMUM COVER 1.5' PER DETAIL ON SHEET 22 ID A 347 x 16 S=2.91 i E SEE SHEET 12 FORis II PRECISE GRADING i B.O.R. R/W APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T m PRECISE GRADING PLAN SILVERROCK RESORT 22 INTERNATIONAL 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 M_ BAKERINTL.COM ��?g� .- "' 04/22/2021 MICHAEL TYLMAN RCE NO. C43090, EXP. 3-31-22 DATE: BENCHMARK, BASIS OF BEARINGS- OF 22 SHEETS q � 8 F g c x N DRAWN ORRIKE O JOB NUMBER 161178 /[ D \\ JI(/—���� �\// a DIAL TWO WORKING BEFORE ( DAYS BEFORE YOU DIG 1 YOU DIG tN TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF LA QUINTA BM #430 - Description: t IIT COPPERWELD MONUMENT,STAMPEDTS-98°,FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION =5.467' (NAVD88) ELEVATION = 3.216'(NGVD29) PROJECT ELEVATION ATBM#430 (To from the elevations shown). (To obtain Project Elevations in NGVD29, Add 0.687'to the elevations shown). ELEVATION=3.903' THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY BY THE LINE BETWEEN USC&GS STATIONS LA QUI DESERT TA 005(P491)AITIONSND ER (POSITIONS PER THE DESERT GEODETIC NATIONAL GEODETIC SURVEY,NAD83, EPOCH 2O11.00)ASSHOWN ONTHE NATIONAL GEODETIC SURVEY PUBLISHED NATIONAL GEODETICTS, BEING: NORTHPUBLI 30.20" WEST. Q RpFESS ham@ Ka g z z z No. C43090 sT CIVIV �P qTF OF Ck1 FOR: CITY PROJECT NO. PG2019-0018 DATE BY DESCRIPTION APP'D DATE R E V I S 1 0 N S 16 98.5 LF N o o.- w S=3.3% 20' I J U) 1 EXISTING J > ICVWD EASMT. W 0 ur I fy fl� I 1 I P t,J o t^1 "( "y 1 0 56 4 LF 16 L.. S=4.7% 20 10 0 20 40 60 ,a P I I d w j P I P SCALE: 1"=20' z ems? 24.00 I w INV ° EXISTING U/G 3" AIR VENT --3 s TO REMAIN` 3' MIN. EDGE OF POND P� - B.D.R. R/W wl 12"X12" BOTTOM- 6.72 OTTOM- 13 72 IAF j I LESS CATCH BASIN S=1.ODXIJ WITH GRATE; 16 i NDS 1200BLKIT OR ' APPROVED EQUAL Cie 4 26. S=5 LF 2.2%'' p ( o 1 j SLOPE PER PLAN INV 0;; 23.481 I i PER INV p i> PIPE SIZE PER PLAN PLAN RIPRAP tie Q f f LJ 20' Z 36"X36"X24" DEEP 36.9 LF EXISTING r <16>s -'1.06%- Q CRUSHED ROCK CVWD EASMT. U - - i Z 23.85 INV Id U 23e0 5 STORM DRAIN OUTLET DETAIL I i W INV Iv1 C5 NTS f J j W FINISH GRADE � 87.0� ~ — LFI l 16 S=1.000 = PROPOSED STORM y Wz DRAIN LINE i o °h q U 5' 5' EXISTING 12" et ' ( Z w ~ MIN. MIN. IRRIGATION LINE OR f'Az1 �I o EXISTING 6" LAKE PROPOSED Q EQUALIZER LINE a SMH c m --.0 24.4 TG J — — r122.30IW 10 5 I J Lave 22.93 Z - C3 ? I V I _ N o 4 S 18 0 LF ; (� a 5% of ; Q �g Hyl` O I I ,f Gi` 16 551500% I U 45BENDS (TYP) 0,,... . �.' CEOd� DETAIL "A" -UTILITY CROSSING � � I NTS 0,10 1 D Q 23.39 1 CY INV.... (; - CONSTRUCTION NOTES - STORM DRAIN PLANS �Fii P I 1 INSTALL 8" ROUND NYLOPLAST AREA DRAIN AND GRATE (OR APPROVED EQUAL) m 0 16 5 o 1 LF P 2 INSTALL 9x9" CATCH BASIN, RISER & 9" GRATE, NDS #900, 900 4, 916 & 990 (OR APPROVED EQUAL) : 0 FFt 5=2.9% 4 INSTALL 4 ADS SINGLE WALL CORRUGATED HDPE ®1.0% MINIMUM (UNLESS OTHERWISE NOTED) 0 4. INSTALL STORM DRAIN OUTLET PER DETAIL ON SHEET 22 I P o b6 INSTALL 6" ADS SINGLE WALL CORRUGATED HDPE @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) N 7 INSTALL 12" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) fl t z 10 CONSTRUCT RIPRAP AROUND OUTLET. (18"X24"X18" CRUSH ROCK, 4" TO 12"0, OR APPROVED GRADATION) N, 4 8 - 11 JOIN EXISTING STORM DRAIN (FIELD VERIFY SIZE & ELEVATION). PROVIDE REQUIRED CONNECTION, AS NEEDED. 1 INSTALL 24"x24" CATCH BASIN, RISER & 24" STEEL GRATE, NDS #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) G P 1 INSTALL 6" ROUND SPEE-D BASIN & 6" GRATE, NDS #101, 201, 250, 300 & 50 (OR APPROVED EQUAL). g� P 14 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 16 16 INSTALL 4" PERFORATED PVC UNDER GRASSPAVE2 AREA. MINIMUM SLOPE 1.0%, MINIMUM COVER 1.5' PER DETAIL ON SHEET 22 ID A 347 x 16 S=2.91 i E SEE SHEET 12 FORis II PRECISE GRADING i B.O.R. R/W APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T m PRECISE GRADING PLAN SILVERROCK RESORT 22 INTERNATIONAL 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 M_ BAKERINTL.COM ��?g� .- "' 04/22/2021 MICHAEL TYLMAN RCE NO. C43090, EXP. 3-31-22 DATE: DATE G Ly CITY ENGINEER EY R.C.E. NO. 49418 EXP. 09/30/22 MONTAGE LUXURY HOTEL STORM DRAIN PLAN (GUEST ROOMS) GR 12-17 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. OF 22 SHEETS q � 8 F g c x N DRAWN ORRIKE O JOB NUMBER 161178 N 16 98.5 LF N o o.- w S=3.3% 20' I J U) 1 EXISTING J > ICVWD EASMT. W 0 ur I fy fl� I 1 I P t,J o t^1 "( "y 1 0 56 4 LF 16 L.. S=4.7% 20 10 0 20 40 60 ,a P I I d w j P I P SCALE: 1"=20' z ems? 24.00 I w INV ° EXISTING U/G 3" AIR VENT --3 s TO REMAIN` 3' MIN. EDGE OF POND P� - B.D.R. R/W wl 12"X12" BOTTOM- 6.72 OTTOM- 13 72 IAF j I LESS CATCH BASIN S=1.ODXIJ WITH GRATE; 16 i NDS 1200BLKIT OR ' APPROVED EQUAL Cie 4 26. S=5 LF 2.2%'' p ( o 1 j SLOPE PER PLAN INV 0;; 23.481 I i PER INV p i> PIPE SIZE PER PLAN PLAN RIPRAP tie Q f f LJ 20' Z 36"X36"X24" DEEP 36.9 LF EXISTING r <16>s -'1.06%- Q CRUSHED ROCK CVWD EASMT. U - - i Z 23.85 INV Id U 23e0 5 STORM DRAIN OUTLET DETAIL I i W INV Iv1 C5 NTS f J j W FINISH GRADE � 87.0� ~ — LFI l 16 S=1.000 = PROPOSED STORM y Wz DRAIN LINE i o °h q U 5' 5' EXISTING 12" et ' ( Z w ~ MIN. MIN. IRRIGATION LINE OR f'Az1 �I o EXISTING 6" LAKE PROPOSED Q EQUALIZER LINE a SMH c m --.0 24.4 TG J — — r122.30IW 10 5 I J Lave 22.93 Z - C3 ? I V I _ N o 4 S 18 0 LF ; (� a 5% of ; Q �g Hyl` O I I ,f Gi` 16 551500% I U 45BENDS (TYP) 0,,... . �.' CEOd� DETAIL "A" -UTILITY CROSSING � � I NTS 0,10 1 D Q 23.39 1 CY INV.... (; - CONSTRUCTION NOTES - STORM DRAIN PLANS �Fii P I 1 INSTALL 8" ROUND NYLOPLAST AREA DRAIN AND GRATE (OR APPROVED EQUAL) m 0 16 5 o 1 LF P 2 INSTALL 9x9" CATCH BASIN, RISER & 9" GRATE, NDS #900, 900 4, 916 & 990 (OR APPROVED EQUAL) : 0 FFt 5=2.9% 4 INSTALL 4 ADS SINGLE WALL CORRUGATED HDPE ®1.0% MINIMUM (UNLESS OTHERWISE NOTED) 0 4. INSTALL STORM DRAIN OUTLET PER DETAIL ON SHEET 22 I P o b6 INSTALL 6" ADS SINGLE WALL CORRUGATED HDPE @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) N 7 INSTALL 12" ADS SINGLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) fl t z 10 CONSTRUCT RIPRAP AROUND OUTLET. (18"X24"X18" CRUSH ROCK, 4" TO 12"0, OR APPROVED GRADATION) N, 4 8 - 11 JOIN EXISTING STORM DRAIN (FIELD VERIFY SIZE & ELEVATION). PROVIDE REQUIRED CONNECTION, AS NEEDED. 1 INSTALL 24"x24" CATCH BASIN, RISER & 24" STEEL GRATE, NDS #2400, 2404, 2418, 1266 & 2415 (OR APPROVED EQUAL) G P 1 INSTALL 6" ROUND SPEE-D BASIN & 6" GRATE, NDS #101, 201, 250, 300 & 50 (OR APPROVED EQUAL). g� P 14 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 16 16 INSTALL 4" PERFORATED PVC UNDER GRASSPAVE2 AREA. MINIMUM SLOPE 1.0%, MINIMUM COVER 1.5' PER DETAIL ON SHEET 22 ID A 347 x 16 S=2.91 i E SEE SHEET 12 FORis II PRECISE GRADING i B.O.R. R/W APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T m PRECISE GRADING PLAN SILVERROCK RESORT 22 INTERNATIONAL 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 M_ BAKERINTL.COM ��?g� .- "' 04/22/2021 MICHAEL TYLMAN RCE NO. C43090, EXP. 3-31-22 DATE: DATE G Ly CITY ENGINEER EY R.C.E. NO. 49418 EXP. 09/30/22 MONTAGE LUXURY HOTEL STORM DRAIN PLAN (GUEST ROOMS) GR 12-17 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. OF 22 SHEETS q � 8 F g c x DWG. NAME DRAWN ORRIKE DESIGNED ORRIKE JOB NUMBER 161178 FILE N0. PG2019-0018 SCALE AS NOTED CHECKED RV DATE APRIL 2021 FOR: CITY PROJECT NO. PG2019-0018