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PG2020-0002
0 �o cn Y o � o c> � DR a w Indian Weiss N 42ND AVE a r O Bermuda w 0 Dunes w z z z Y a 3 La V) z 0 ooaoaaaoo oaoaaaoao aaooa FIRE ACCESS ROAD MILES AND PCC CART PATH V) 50TH 70% Uj X Q 106 25 50�l� a C ACHFhW CHANNEL a 377 40TH AVE AVE VICINITY MAP N.T.S. GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE GRADING REQUIREMENTS OF THE UVIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO.8227-04, DATED: SEPTEMBER 4, 2019 PREPARED BY: GLOBAL GEC-EMINEERING. TELE 949-221-0900. 2, THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPETRVISORY CONTROL DURING GRADINIG 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 ENSIK COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH (TRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL. SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 12" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2-1. 7, PADS SHIALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHILL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SW&_ES SHALL BE 0.50%. 9. ALL FILLS SHiALL BE COMPACTED TO A MINIMUuI OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UVIFCRHMi BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD IMITY SHALL BF DETERMINED IN ACCORQANCF WITH THE UVIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS 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. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALLE TESTS FOR ROADWAY SUB -BASE_ 12. LOCATIONS OF FIELD DENSITY TESTS SHALL OF DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACI=D. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHIALL BE IN ADDITION TO THE NORMAL REPLESFNTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE INPLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUMi DENSITY DETERMINATION SHALL_ HE PERFORMED TO VERIFY THE AOCIRACY OF THE MAXIMUM DENSITY CURVES LIZ) BY THE FIELD TECHNICIAN. 14. ALL U)NDERGR 1M FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING, WATER, ELECTRIC, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKI:_ILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GIRADINIG PERMIT. SUIBMIT FOR SEPARATE BUILDING PERMIT(S). 17, THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PfRICR TO FINAL AOCEPTANCE 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. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL- MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. APPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE CITY OF LLA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA to 9atw. 'L PM 37270 I SPD2016-0009 A.J. TEA DATE CHERT FLORES DATE 800NG OFFICIAL PLANNING MANAGER LEGEND CITY OF LA QUINTA CITY OF LA QUINTA PORTLAND CONCRETE CEMENT .......... PCCSILVERROCK RESORT_GOLF GENERAL NOTES AGGREGA TE BASE................................AEI CLUBHOUSE, All W()C SHALL PP' DOLE [N ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS CT THE CITY OF LA QUINTA AND LATEST EDITION OF THE STANDARD ASPHALT CONCRETE.... ........................ AC BENCH MARK...... ................................. SM I-INISHED GRADE FG PRECISE GRADING & PAVING PLANS .......... TOP OF CURB......................................TC FINISHED SURFACE..............................FS HIGH POINT.........................................HP LOW POINT..........................................LI' GRADE BREAK....................................GB FLOWLINE.............................................FL FINISH FLOOR......................................FF e PAD FLFV.........................................PAD N INVERT...............................................INV. TOP OF WALL ..................................... TW i TOP OF RET. WALL ..........................TRW TOP OF FOOTING.................................TF TOP OF GRATE. DESIGN CONTOUR....... 800 EXISTING CONTOUR.... DESIGN ELEVATION..... 99.99 EXISTING ELEVATION.. (99,99) EXISTING FENCE......... PERCENT SLOPE........... 2% REINFORCED CONCRETE PIPE.......................RCP CAST -IN-PLACE PIPE..................................CIPP STORM DRAIN...............................................SD FINISHED SURFACE.......................................FS POINT OF COMPOUND CURVATURF..............PCC WATER SURFACE ELEVATION .......................WSE TOP OF PIPE... ............................................ TOP BOTTOM OF PIPE... ...................................... BOP TOP OF MANHOLE.......................................TMH TRANSITION STRUCTURE..............................TS , JUNCTION STRUCTURE.................................JS ADVANCED DRAINAGE SYSTEMS ......... ___ ... ADS EXISTING.......................................................EX CLEANOUT .................................................... CO WATER......................................................... WTR SANITARY SEWER........................................SS SERVICE .................. SERV .................................. TOP OF CLEAN-OUT.................................TOC PROP. STORM DRAIN EX. WATER LINE EX. SEWER LINE PROPERTY LINE RIGHT-OF-WAY CENTERLINE SLOPE DAYLIGHT LINE ADA PATH OF TRAVEL PAVING LEGEND AC PAVEMENT NIP tWWO W Adjusted Silver stock Parking Requirements O 1 TITLE SHEET 2 & 3 GOLF CLUBHOUSE AND ENTRY DRIVEWAY wz 0 � Y Indio La Quinta z 0 ooaoaaaoo oaoaaaoao aaooa FIRE ACCESS ROAD AVL AND PCC CART PATH z 50TH 70% Uj X oz Uj 106 25 50�l� Z LLJ52ND C ACHFhW CHANNEL W Z Ln 377 91 25% 68 68 Hotel Employee Parking 378 189 Q 95 95 Conterence Center/Shared Services 425 0 50% 54TH 213 AVE VICINITY MAP N.T.S. GRADING NOTES 1. GRADING SHALL BE IN ACCORDANCE WITH THE GRADING REQUIREMENTS OF THE UVIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO.8227-04, DATED: SEPTEMBER 4, 2019 PREPARED BY: GLOBAL GEC-EMINEERING. TELE 949-221-0900. 2, THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPETRVISORY CONTROL DURING GRADINIG 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 ENSIK COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH (TRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL. SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 12" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2-1. 7, PADS SHIALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHILL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SW&_ES SHALL BE 0.50%. 9. ALL FILLS SHiALL BE COMPACTED TO A MINIMUuI OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UVIFCRHMi BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD IMITY SHALL BF DETERMINED IN ACCORQANCF WITH THE UVIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS 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. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALLE TESTS FOR ROADWAY SUB -BASE_ 12. LOCATIONS OF FIELD DENSITY TESTS SHALL OF DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACI=D. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHIALL BE IN ADDITION TO THE NORMAL REPLESFNTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE INPLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUMi DENSITY DETERMINATION SHALL_ HE PERFORMED TO VERIFY THE AOCIRACY OF THE MAXIMUM DENSITY CURVES LIZ) BY THE FIELD TECHNICIAN. 14. ALL U)NDERGR 1M FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING, WATER, ELECTRIC, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKI:_ILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GIRADINIG PERMIT. SUIBMIT FOR SEPARATE BUILDING PERMIT(S). 17, THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PfRICR TO FINAL AOCEPTANCE 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. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL- MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. APPROVED FOR PERMITTING PLANNING & ZONING COMPLIANCE CITY OF LLA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA to 9atw. 'L PM 37270 I SPD2016-0009 A.J. TEA DATE CHERT FLORES DATE 800NG OFFICIAL PLANNING MANAGER LEGEND CITY OF LA QUINTA CITY OF LA QUINTA PORTLAND CONCRETE CEMENT .......... PCCSILVERROCK RESORT_GOLF GENERAL NOTES AGGREGA TE BASE................................AEI CLUBHOUSE, All W()C SHALL PP' DOLE [N ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS CT THE CITY OF LA QUINTA AND LATEST EDITION OF THE STANDARD ASPHALT CONCRETE.... ........................ AC BENCH MARK...... ................................. SM I-INISHED GRADE FG PRECISE GRADING & PAVING PLANS .......... TOP OF CURB......................................TC FINISHED SURFACE..............................FS HIGH POINT.........................................HP LOW POINT..........................................LI' GRADE BREAK....................................GB FLOWLINE.............................................FL FINISH FLOOR......................................FF e PAD FLFV.........................................PAD N INVERT...............................................INV. TOP OF WALL ..................................... TW i TOP OF RET. WALL ..........................TRW TOP OF FOOTING.................................TF TOP OF GRATE. DESIGN CONTOUR....... 800 EXISTING CONTOUR.... DESIGN ELEVATION..... 99.99 EXISTING ELEVATION.. (99,99) EXISTING FENCE......... PERCENT SLOPE........... 2% REINFORCED CONCRETE PIPE.......................RCP CAST -IN-PLACE PIPE..................................CIPP STORM DRAIN...............................................SD FINISHED SURFACE.......................................FS POINT OF COMPOUND CURVATURF..............PCC WATER SURFACE ELEVATION .......................WSE TOP OF PIPE... ............................................ TOP BOTTOM OF PIPE... ...................................... BOP TOP OF MANHOLE.......................................TMH TRANSITION STRUCTURE..............................TS , JUNCTION STRUCTURE.................................JS ADVANCED DRAINAGE SYSTEMS ......... ___ ... ADS EXISTING.......................................................EX CLEANOUT .................................................... CO WATER......................................................... WTR SANITARY SEWER........................................SS SERVICE .................. SERV .................................. TOP OF CLEAN-OUT.................................TOC PROP. STORM DRAIN EX. WATER LINE EX. SEWER LINE PROPERTY LINE RIGHT-OF-WAY CENTERLINE SLOPE DAYLIGHT LINE ADA PATH OF TRAVEL PAVING LEGEND AC PAVEMENT NIP tWWO W Adjusted Silver stock Parking Requirements O 1 TITLE SHEET 2 & 3 GOLF CLUBHOUSE AND ENTRY DRIVEWAY 4 HORIZONTAL CONTROL PLAN PCC GOLF CART PATH P ooaa000ao TRUNCATED DOMES ooaoaaaoo oaoaaaoao aaooa FIRE ACCESS ROAD AND PCC CART PATH D.G. LANDSCAPE MATERIAL 2" THICK [177 WK* MN 8 1 CJiL ENS I ISR DATE CONSTRUCTION contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole UTILITIES/SERVICES and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that WATER COACHELLA VALLEY WATER DISTRICT (760)398-2651 this requirement shall be made to apply continuously and not be limited to SEWER COACHELLA VALLEY WATER DISTRICT (760)398-2651 normal working hours, and construction contractor further agrees to defend, GAS SOUTHERN CALIFORNIA GAS (760)341--9581 indemnify and hold design professional harmless from any and all liability, real TELEPHONE FRONTIER 1-800-483-4000 or alleged, in connection with the performance of work on this project, excepting ELECTRICAL IMPERIALIRRIGATION DISTRICT (800)303-7756 liability arising from the sole negligence of design professional. CABLE T_V. SPECTRUM (760)340-2225 ...........:. BENCHMARK: BASIS OF BEARINGS. - C" CSF LA QUOTA Om "30.0-11pAcr1:1lir Tlf "IKM SMM F+XCIIIII AW WED M0114 0"11. STUMIED I.S.W. FLUSH AT THF CENT1 ALS WM THE C&IFOR41A COOIRDINATE SYSTEM. OF AWEMIt,lE 54 AM AFFEF" STWET. CGS 93, Z0W 5. AS DETERMINED LOCALLY �...,...........+ €LEVAT1Cx! * 51467 iNAVi>" )UAL TIMI} Womma EUVATKN°3,21CIirGYMO BY TW LINE BETIEEN I STATIONS LA WF0RE DAYS. PACUECTELIVATMATWOM QUINTA CS2005 (P491) NO 0€II1fGE OF TLU UK*Y%A11 L"w (To °Imilr"F E1,'dbminNAiI=Dr •Sw , tW i I RT (%Mlw , (Pg5IT1( ' i 10/6/20 MBI 1 ADDED DG LANDSCAPE MATERIAL DETAIL kim to sewlo a goo+ NIST I L 011. GEMET I C SAY, NMP EPOCH TOLL FREE TELE: 811 CTo olrrt Pw*de NGV= Add QW i a #w 2011,00) j AS SI +I CMM THE l"iAT I(Jl�IAI A Vitt BY DATE By � CIE P TM BEC( 71C 9Y RRISHIM DATA 9CM UNOE'RGROUND SERVICE ALE=RT f_EVArck - to • I� IME Ai _ 4i1 1�' fit] . RC1 W . R E V I S I C} IV S AND STORM DRAIN PLANS COACHELLA BRANCH OF THE ALL AMERICAN CANAL SHEET INDEX MAP SCALE: I" = 100' SPECIAL FIRE NOTES: ACCESS FIRE DEPARTMENT EMERGENCY VEHICLE APPARATUS ACCESS ROAD LOCATIONS AND DESIGN SHALL BE IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE, LA QUINTA MUNICIPAL CODE, AND RIVERSIDE COUNTY FIRE DEPARTMENT STANDARDS. 1) CERTAIN DESIGNED AREAS WILL BE REQUIRED TO BE MAINTAINED AS FIRE LANES AND WILL REQUIRE APPROVED SIGN AND/OR STENCILING IN RED WITH CVC 22500.1 CONSPICUOUSLY POSTED. 2) VEHICLE ACCESS GATES SHALL BE PROVIDED WITH KNOX BOX, PADLOCK OR KEY -SWITCH ACCESS. AUTOMATIC GATES SHALL ALSO HAVE OPTICOM IR RECEIVERS_ 3) APPROVED STREET SIGNS SHALL BE INSTALLED AND VISIBLE. 4) NO TRAFFIC CALMING DEVICES SHALL BE INSTALLED. STORM DRAIN NOTES 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 NCNV-SHRINK GROUT THROUGHOUT THE INSIDE CIRCUMFFRENCE AND AT THE TOP 1/2 FXTERIOR CIRCUMFERENCE. 2) STORM DRAIN MANHOLE RINGS AND COVERS SHALL BE ALHAMBRA FOUNDRY A-1497"OR EQUIVALENT PER ASTM A--48, CLASS 35B IRON, DIPPED TWIG 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. IMAMiEDIATELY 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 FINVCTIONAL ADEQUACY OF THE FACILITIES. EARTHWORK QUANTITIES RAW CUT: 1200 C.Y. RAW FILL: 2100 C. Y. NOTE: CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE STATED QUANTITIES. THE QUANTITIES SHOWN HEREON ARE FOR COST ESTIMATE PURPOSES ONLY. APN OWNERMEVELOPER 777-050-012 SILVERROCK DEVELOPMENT COMPANY FLOOD SONE 777-050-031 3551 FORTUNA RANCH ROAD FEMA FLOOD ZONE X. 777-050-036 ENCINITAS, CA. 92024 PANEL 2242G 777-050-045 (760) 634-6543 ...�.... '77'l l Cl f1! c /1 /1\ I A NYT 1x11 IA 1 Al ♦ M .1 T 1. 1 SEE SHEEP 3 FOR CONSTRUCTION NOTES AND QUANTITY ESTIMATES SHEET INDEX Adjusted Silver stock Parking Requirements DESCRIPTION 1 TITLE SHEET 2 & 3 GOLF CLUBHOUSE AND ENTRY DRIVEWAY 4 HORIZONTAL CONTROL PLAN P Ua pits 340 268 70% 238101133AI X Cabby Bars 106 25 50�l� 13 Hotel Restaurants 377 91 25% 68 68 Hotel Employee Parking 378 189 95 95 Conterence Center/Shared Services 425 0 50% 213 213 Retail 747 2 85% 0 0 Spa 70 70 25% 53 53 Golf 27 135 25% 101 101 Maxirnurn Spaces Required 780 780 780 Shared Parking 10% Adjustment (78) (78) (78) Total PFuRny Requirement 702 702 702 STORM DRAIN NOTES 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 NCNV-SHRINK GROUT THROUGHOUT THE INSIDE CIRCUMFFRENCE AND AT THE TOP 1/2 FXTERIOR CIRCUMFERENCE. 2) STORM DRAIN MANHOLE RINGS AND COVERS SHALL BE ALHAMBRA FOUNDRY A-1497"OR EQUIVALENT PER ASTM A--48, CLASS 35B IRON, DIPPED TWIG 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. IMAMiEDIATELY 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 FINVCTIONAL ADEQUACY OF THE FACILITIES. EARTHWORK QUANTITIES RAW CUT: 1200 C.Y. RAW FILL: 2100 C. Y. NOTE: CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE STATED QUANTITIES. THE QUANTITIES SHOWN HEREON ARE FOR COST ESTIMATE PURPOSES ONLY. APN OWNERMEVELOPER 777-050-012 SILVERROCK DEVELOPMENT COMPANY FLOOD SONE 777-050-031 3551 FORTUNA RANCH ROAD FEMA FLOOD ZONE X. 777-050-036 ENCINITAS, CA. 92024 PANEL 2242G 777-050-045 (760) 634-6543 ...�.... '77'l l Cl f1! c /1 /1\ I A NYT 1x11 IA 1 Al ♦ M .1 T 1. 1 SEE SHEEP 3 FOR CONSTRUCTION NOTES AND QUANTITY ESTIMATES SHEET INDEX SHEET No. DESCRIPTION 1 TITLE SHEET 2 & 3 GOLF CLUBHOUSE AND ENTRY DRIVEWAY 4 HORIZONTAL CONTROL PLAN EAU T r cc INTERNATIONAL r"i r+a Co3�0� 4410 C11 wild FW D", Suft 100 PWm Drw, C;#1 Inti 1 �Ilri H'I'V 0-,,, Phonw. ('W) 348.7 1 iMBkWtllifn.COM APft �fE s r IDATE . � IrilplAEi., 111MM RC's 40. C4."ii78Q EV. 3/31/2M NATE: SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIR04 MAL REGUATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL NOTIFY TFL CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSi-IING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RFSPONSIBLL FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILUE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEM7JT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7, THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET RAW SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONLM NTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTBOIKE OF EQUIPMENT WITHIN ONE HALF MILE OF HLIWAN OCCUPANCY SHALL BE PERFORMED ONLY LURING THE TIME PERIODS AS FOLLOWS:- OCTOBER OLLOWS:OCTOB R 1ST TO APRIL 30TH MONDAY-fRIDAY 7:00 AM TO 5:30 PM MAY IST 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 FEDJL71ON OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, OR WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. NO LANE CLOSURES SHALL BE PI RiuI I TTED OR ALLOWED ON ANY CITY STREET BEFORE & 30 AM AND AFTER 3: 30 PM UNLESS AUTHORIZED TO DO SO 13Y TEE CITY ENG I NEER . 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF AUL DIRT, MUD, AND DENS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH CALIFORNIA THE STATE MANUAL OF WARNING SIGN1S, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS_ 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1 -ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVEMiON PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL_. NONE -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IM9_BUi D AND ENF09U BY THE SWRCB. 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 OF 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 2ECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE. RAPID SET EPDXY ADHESIVE FOR PAVFMENT 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 BL 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 GRAFHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE 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 STANDARD SPECIFICATIONS. SIGNS SHALL BE RFFLFCTORIZED 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 NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. 13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 14. STEEL SIGN POSTS INSTALLED ON CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD POSTS ARE NOT TO BE 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 EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND ACCEPTED. 2. A SEPARATE PERMIT IS REQUIRED FOR ALL EXCAVATIONS WITHIN EXISTING ROADWAYS AND TRAVELWAYS. LANE 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 COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IIIA-C2-PG70-10 BASE COURSE (LOWER COURSES): IIIB-B3-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" CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLONS/YARD. 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS RFQUIRFD TO ACHIEVE A SAFE, DURABLE, AFSTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAW CUTTING, REMOVAL, REPLACEME=NT, 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. crrr oF LA auwTA CITY OF LA QMT&MAM OF SIE, STATE OF CALFORW PRECISE GRADING, PAVING AND STORM DRAIN PLANS DATE �^' SILVERROCK RESORT �"�RT aw:CLUBHOUSE AND 'ENTRY DRIVEWAY EXP. 00/30/20 .Sloe NI KR 1730" I M. 31 1/4 OF S1E0. 5 Ik 0, IE ESE 1/4 IIF SC. 8, T_46.,R.IE., 1. DATE .,uLY Mw SILVERROCK DEVELOPMENT COMPANY, L.L..C. SHEET 1 OF 4. 8. I nLE V&-2020- oo 02 K-�. 70 W Indian Wells 40TH AVE F.V101 - 18. THE CONTRACTOR 9 1 PROVIDE WIND EROSION AND DUST CONTROL_ WAS -FES AS REQUIRm BY THE OF THE SC);rL� ��2T JOB NO. 8227-04, ti �� 42ND AVE ¢ o Bermuda CONSTRUCTION contractor agrees that in accordance with generally accepted 0 Dunes w z La z rr = y a SEWER COACHELLA VALLEY WATER DISTRICT (760)398-2651 AVF V) z 50TH or alleged, in connection with the performance of work on this project, excepting MILES liability arising from the sole negligence of design professional. Ln Hotel Restaurants o z 91 BENCHMARK: BASIS OF BEARINGS' 2 U_ z Q C ACHFW CHANNEL W a L J� 95 Conference Centerf hared Services 425 a 40TH AVE F.V101 S�tie VICINITY MAP N.T.S_ GRADING NOTES 1. GRADINIG SHALL BE IN ACCORDANCE WITH THE GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO.8227-04, DATED:S1PTaMffR 4, 2019 PREPARED BY: GLOBAL GEOH=NG I NEER I NG . TELE -949-221-M. 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO IN13K COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGIN SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CDNSTRUL71CN TO ENSURE COMPLIANi1 WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PE4WOff DRAINAGE STRUCTURES, TRFORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5, AFTER CLEARING, EXISTING GIROIW SHALL HE SCARIFIED TO A MINIMUM OF 12" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2 1. 7. PADS SWILL BE COMPACTED TO A MINIMUM1 OF 90% RELATIVE DENSITY PER A.S.T_M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUMi BUILDING PAD DRAINAGE SWILL BE 2%. DRAINAGE SWILL BE A MINIMU)[Mi OF 0.3' DEEP AND BE OONSTR = A MINIMUMI OF 2' FROM THE TOP OF Off OR FILL SLOPES. THE MINI" SLOPE OF SYiiALFS SHALL BE 0.50X. 9. ALL FILLS SHIALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE LNIF014A BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORMi BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEEP. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMU)MI SECTION IS 3" A.C. OVER 4.5" CRU&ED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINA- STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SU&HBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SWILL BE SURF F I C I ENT IN BOTH HORIZONTAL AND VERT I CAL R -A( D04T TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL MATURE OF SPECIAL EMPHASIS S1-IALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL OO PAC ION REPORT AND APPROVAL FROM THE SOILS ENGINEER SWILL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENNTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WI ETH R SAN] CONE OR DRIVE RING, AD SHALL BE SO NOTED FOR EACH TEST. SUET I C I ENT MAXIMUM DENTS I TY DETERMINATION SHALL L BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMAM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. AL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING, WATER, ELECTRIC, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENIGINEER SWILL INCLUE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SLMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATEER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVE]wENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETFNTIONI/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A Pi WOR MiANCE TEST DES I GEED TO CLEAR -Y DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. LEGEND CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PM 37270 / SPD2016-0009 PORTLAND CONCRETE CEMENT.. ........ PCC %DILV L:F\F\U%ar\ r\E%_DUF\ 1 km:)ULF ko#LU0F1%JU0C: AGGREGATE BASE................................AB ASPHALT CONCRETE ............................AC BENCH MARK.......................................BM FINISHED GRADE..................................FG PRECISE GRADING & PAVING PLANS TOP OF CURB......................................TC FINISHED SURFACE..............................FS HIGH POINT.........................................HP AND STORM DRAIN PLANS LOW POINT..........................................LP i Wz GRADE BREAK....................................GB - ! I FLOWLINE............................................. FL FINISH FLOOR......................................FF PAD ELEV.........................................PAD INVERT ...............................................INV. TOP OF WALL ................ •---........TW TOP OF RET. WALL ..........................TRW TOP OF FOOTING.................................TF J TOP OF GRATE...................................TG _�_ DESIGN CONTOUR....... 800 EXISTING CONTOUR.... \ DESIGN ELEVATION..... 99.99 EXISTING ELEVATION.. EXISTING FENCE......... PERCENT SLOPE........... 2% REINFORCED CONCRETE PIPE.............R P CAST -IN-PLACE PIPE..................................CIPP STORM DRAIN...............................................SD FINISHED SURFACE.......................................FS POINT OF COMPOUND CURVATURE..............PCC WATER SURFACE ELEVATION .......................WSE TOP OF PIPE...............................................TOP BOTTOM OF PIPE.........................................BOP TOP OF MANHOLE.......................................TMH TRANSITION STRUCTURE..............................TS JUNCTION STRUCTURE.... .............................JS ADVANCED DRAINAGE SYSTEMS..................ADS EXISTING_. .................................................. .EX CLEANOUT....................................................CO WATER......................................................... WTR SANITARY SEWER........................................SS SERVICE ........................ ..SERV TDP OF CLEAN-OUT.................................TOC PROP. STORM DRAIN EX. WATER LINE EX. SEWER LINE PROPERTY LINE RIGHT-OF-WAY W - CENTERLINE SLOPEi DAYLIGHT LINE-d�- ADA PATH OF TRAVEL - PAVING LEGEND AC PAVEMENT PCC GOLF CART PATHS ptlPtlPtlPbtl PCC ELATWORK O TRUNCATED DOMES o�o�goo�o OpOpOtlOpO PCC SIDEWALK FIRE ACCESS ROAD AND PCC CART PATH SOILS ENGINEER ALL GRADING SHALL BE IN CONFORMANCE WITH THE SOILS REPORT NO. 8227-04, DATED: OCTOBER 29, 2019 (REVISED JULY 22, 2020). PREPARED BY: GLOBAL GEO-ENGINEERING, INC. 3 CORPORATE PARK IRVINE, CA. 92606 949-221-0900 SOILS ENGINEER'S CERTIFICATE - 18. THE CONTRACTOR 9 1 PROVIDE WIND EROSION AND DUST CONTROL_ WAS -FES AS REQUIRm BY THE OF THE SC);rL� ��2T JOB NO. 8227-04, ti �� DATED Or 68M,,'';` 2 2019 (REVISED: JULY 22, 2020 ) El R R w � MOHAN B UPAsANtT ; GEO1'ECHN I CAL ENGINEER DATE CONSTRUCTION contractor agrees that in accordance with generally accepted ChTRI FLORES construction practices, construction contractor will be required to assume sole Y Indio �, La Quinta z y a SEWER COACHELLA VALLEY WATER DISTRICT (760)398-2651 AVF GAS SOUTHERN CALIFORNIA GAS (760)341-9581 z 50TH or alleged, in connection with the performance of work on this project, excepting bi V) ut 0 liability arising from the sole negligence of design professional. CABLE T.V. SPECTRUM (760)340-2225 Hotel Restaurants o z 91 BENCHMARK: BASIS OF BEARINGS' 2 U_ z 52ND C ACHFW CHANNEL W a L J� 95 Conference Centerf hared Services 425 0 Stl% W = 243 Retail 747 a DR(j � 0 Spa -to T CITY OF LA QUINTA BM #430. Description: 1 112" COPPFRWFLD THE BEARINGS SHOWN HEREON ARE BASEDTD 54TH - AVE S�tie VICINITY MAP N.T.S_ GRADING NOTES 1. GRADINIG SHALL BE IN ACCORDANCE WITH THE GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO.8227-04, DATED:S1PTaMffR 4, 2019 PREPARED BY: GLOBAL GEOH=NG I NEER I NG . TELE -949-221-M. 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO IN13K COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGIN SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CDNSTRUL71CN TO ENSURE COMPLIANi1 WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PE4WOff DRAINAGE STRUCTURES, TRFORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5, AFTER CLEARING, EXISTING GIROIW SHALL HE SCARIFIED TO A MINIMUM OF 12" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2 1. 7. PADS SWILL BE COMPACTED TO A MINIMUM1 OF 90% RELATIVE DENSITY PER A.S.T_M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUMi BUILDING PAD DRAINAGE SWILL BE 2%. DRAINAGE SWILL BE A MINIMU)[Mi OF 0.3' DEEP AND BE OONSTR = A MINIMUMI OF 2' FROM THE TOP OF Off OR FILL SLOPES. THE MINI" SLOPE OF SYiiALFS SHALL BE 0.50X. 9. ALL FILLS SHIALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE LNIF014A BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORMi BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEEP. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMU)MI SECTION IS 3" A.C. OVER 4.5" CRU&ED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINA- STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SU&HBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SWILL BE SURF F I C I ENT IN BOTH HORIZONTAL AND VERT I CAL R -A( D04T TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL MATURE OF SPECIAL EMPHASIS S1-IALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL OO PAC ION REPORT AND APPROVAL FROM THE SOILS ENGINEER SWILL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENNTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WI ETH R SAN] CONE OR DRIVE RING, AD SHALL BE SO NOTED FOR EACH TEST. SUET I C I ENT MAXIMUM DENTS I TY DETERMINATION SHALL L BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMAM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. AL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING, WATER, ELECTRIC, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENIGINEER SWILL INCLUE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SLMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATEER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVE]wENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETFNTIONI/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A Pi WOR MiANCE TEST DES I GEED TO CLEAR -Y DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. LEGEND CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PM 37270 / SPD2016-0009 PORTLAND CONCRETE CEMENT.. ........ PCC %DILV L:F\F\U%ar\ r\E%_DUF\ 1 km:)ULF ko#LU0F1%JU0C: AGGREGATE BASE................................AB ASPHALT CONCRETE ............................AC BENCH MARK.......................................BM FINISHED GRADE..................................FG PRECISE GRADING & PAVING PLANS TOP OF CURB......................................TC FINISHED SURFACE..............................FS HIGH POINT.........................................HP AND STORM DRAIN PLANS LOW POINT..........................................LP i Wz GRADE BREAK....................................GB - ! I FLOWLINE............................................. FL FINISH FLOOR......................................FF PAD ELEV.........................................PAD INVERT ...............................................INV. TOP OF WALL ................ •---........TW TOP OF RET. WALL ..........................TRW TOP OF FOOTING.................................TF J TOP OF GRATE...................................TG _�_ DESIGN CONTOUR....... 800 EXISTING CONTOUR.... \ DESIGN ELEVATION..... 99.99 EXISTING ELEVATION.. EXISTING FENCE......... PERCENT SLOPE........... 2% REINFORCED CONCRETE PIPE.............R P CAST -IN-PLACE PIPE..................................CIPP STORM DRAIN...............................................SD FINISHED SURFACE.......................................FS POINT OF COMPOUND CURVATURE..............PCC WATER SURFACE ELEVATION .......................WSE TOP OF PIPE...............................................TOP BOTTOM OF PIPE.........................................BOP TOP OF MANHOLE.......................................TMH TRANSITION STRUCTURE..............................TS JUNCTION STRUCTURE.... .............................JS ADVANCED DRAINAGE SYSTEMS..................ADS EXISTING_. .................................................. .EX CLEANOUT....................................................CO WATER......................................................... WTR SANITARY SEWER........................................SS SERVICE ........................ ..SERV TDP OF CLEAN-OUT.................................TOC PROP. STORM DRAIN EX. WATER LINE EX. SEWER LINE PROPERTY LINE RIGHT-OF-WAY W - CENTERLINE SLOPEi DAYLIGHT LINE-d�- ADA PATH OF TRAVEL - PAVING LEGEND AC PAVEMENT PCC GOLF CART PATHS ptlPtlPtlPbtl PCC ELATWORK O TRUNCATED DOMES o�o�goo�o OpOpOtlOpO PCC SIDEWALK FIRE ACCESS ROAD AND PCC CART PATH SOILS ENGINEER ALL GRADING SHALL BE IN CONFORMANCE WITH THE SOILS REPORT NO. 8227-04, DATED: OCTOBER 29, 2019 (REVISED JULY 22, 2020). PREPARED BY: GLOBAL GEO-ENGINEERING, INC. 3 CORPORATE PARK IRVINE, CA. 92606 949-221-0900 SOILS ENGINEER'S CERTIFICATE COACHELLA BRANCH OF THE ALL AMERICAN CANAL SHEET INDEX MAP SCALE: I" = 100' SPECIAL FIRE NOTES: ACCESS FIRE DEPARTMENT EMERGENCY VEHICLE APPARATUS ACCESS ROAD LOCATIONS AND DESIGN SHALL BE IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE, LA QUINTA MUNICIPAL CODE, AND RIVERSIDE COUNTY FIRE DEPARTMENT STANDARDS. 1) CERTAIN DESIGNED AREAS WILL BE REQUIRED TO BE MAINTAINED AS FIRE LANES AND WILL REQUIRE APPROVED SIGN AND/OR STENCILING IN RED WITH CVC 22500.1 CONSPICUOUSLY POSTED. 2 VEHICLE ACCESS GATES SHALL B PROVIDED WITH KNOX BOX PADLOCK OR KEY SWITCH ACCESS. AUTOMATIC GATES SHALL ALSO HAVE OPTICOM IR RECEIVERS. 3) APPROVED STREET SIGNS SHALL BE INSTALLED AND VISIBLE. 4) NO TRAFFIC CALMING DEVICES SHALL BE INSTALLED. THESE PLANS D ORM WITH THE RECOMMENDATIONS 18. THE CONTRACTOR 9 1 PROVIDE WIND EROSION AND DUST CONTROL_ WAS -FES AS REQUIRm BY THE OF THE SC);rL� ��2T JOB NO. 8227-04, FUGITIVE 171U5T CONTROL PLAN APPROVED FOR THIS PROJECT. DATED Or 68M,,'';` 2 2019 (REVISED: JULY 22, 2020 ) El R R > September 15, 2020 HORIZONTAL CONTROL PLAN MOHAN B UPAsANtT ; GEO1'ECHN I CAL ENGINEER DATE CONSTRUCTION contractor agrees that in accordance with generally accepted ChTRI FLORES construction practices, construction contractor will be required to assume sole UTILITIES/SERVICES and complete responsibility for job site conditions during the course of - construction of the project, including safety of all persons and property, that WATER COACHELLA VALLEY WATER DISTRICT (760)398-2651 this requirement shall be made to apply continuously and not be limited to SEWER COACHELLA VALLEY WATER DISTRICT (760)398-2651 normal working hours, and construction Contractor further agrees to defend, GAS SOUTHERN CALIFORNIA GAS (760)341-9581 indemnify and hold design professional harmless from any and all liability, real TELEPHONE FRONTIER 1-800-483-4000 or alleged, in connection with the performance of work on this project, excepting ELECTRICAL IMPERIALIRRIGATION DISTRfCT (800)303-7756 liability arising from the sole negligence of design professional. CABLE T.V. SPECTRUM (760)340-2225 Hotel Restaurants 377 91 BENCHMARK: BASIS OF BEARINGS' 68 Hotel Employee Parking 378 189 J� 95 Conference Centerf hared Services 425 0 Stl% 213 243 Retail 747 2 DR(j � 0 Spa -to T CITY OF LA QUINTA BM #430. Description: 1 112" COPPFRWFLD THE BEARINGS SHOWN HEREON ARE BASEDTD 53 - 27 135 25'1% 101 101 Maximum Spaces Required MONUMENT, STAMPED "LS -98", FLUSH AT THE CENTERLINE UPON THE CALIFORNIA COORDINATE SYSTEM, 780 780 Shared Parking 10% Adjustment (78) INTERSECTION OF AVENUE 54 AND JEFFERSON STREET (78) (78) o ELEVATION = 5.467' (NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY 702 702 DIAL TWO WORKING ELEVATION = 3.216'(NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA BEFORE / DAYS BEFORE PROJECT ELEVATION ATBM#430 QUINTA CS2005 (P491) AND COLLEGE OF YOU DIG YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' THE DESERT (COTD) , (POSITIONS PER % from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83 , EPOCH TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVI)29, Add 0.687' to the 2011 00) AS SHOWN ON THE NATIONAL COACHELLA BRANCH OF THE ALL AMERICAN CANAL SHEET INDEX MAP SCALE: I" = 100' SPECIAL FIRE NOTES: ACCESS FIRE DEPARTMENT EMERGENCY VEHICLE APPARATUS ACCESS ROAD LOCATIONS AND DESIGN SHALL BE IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE, LA QUINTA MUNICIPAL CODE, AND RIVERSIDE COUNTY FIRE DEPARTMENT STANDARDS. 1) CERTAIN DESIGNED AREAS WILL BE REQUIRED TO BE MAINTAINED AS FIRE LANES AND WILL REQUIRE APPROVED SIGN AND/OR STENCILING IN RED WITH CVC 22500.1 CONSPICUOUSLY POSTED. 2 VEHICLE ACCESS GATES SHALL B PROVIDED WITH KNOX BOX PADLOCK OR KEY SWITCH ACCESS. AUTOMATIC GATES SHALL ALSO HAVE OPTICOM IR RECEIVERS. 3) APPROVED STREET SIGNS SHALL BE INSTALLED AND VISIBLE. 4) NO TRAFFIC CALMING DEVICES SHALL BE INSTALLED. STORM DRAIN NOTES 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 1/2 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. IMIrEDIATELY 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. EARTHWORK QUANTITIES RAW CUT: 1200 C.Y. RAW FILL: 2100 C.Y. NOTE: CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE STATED QUANTITIES. THE QUANTITIES SHOWN HEREON ARE FOR COST ESTIMATE PURPOSES ONLY. APN OWNER/DEVELOPER 777-050-012 1 L V r_MMUUr\ UL V LLIX-FAUN I LA MI -MIN T FLOOD ZONE 777-050-031 3551 FORTUNA RANCH ROAD FEMA FLOOD ZONE X. 777-050-036 ENCINITAS, CA. 92024 PANEL 2242G 777--050-045 (760) 634-6543 777-050-065 CONTACT:JOHN GAMLIN A PUBLIC SERVICE BY elevations shown). DATE BY DESCRIPTION UNDERGROUND SERVICE ALERTGEODETIC SURVEY PUBLISHED DATA SHEETS - ELEVATION = 3.903' BEING N. 40' 16 ' 30.20"W . R E V I S 1 0 N S APP'D I DATE eROF E S S X04,9\ LU CC No. 043090 � s� "IV �Q \F OF CA0Fd�/ SEE SHEET 3 FOR CONSTRUCTION NOTES AND QUANTITY ESTIMATES SHEET INDEX "justetl Silver Rock Parking Requirements DESCRIPTION 1 TITLE SHEET 2 & 3 El R R 4 HORIZONTAL CONTROL PLAN A7 OR GA DA TF ChTRI FLORES I 10 " BUILDING OFFICIAL PLANNING MANAGER Hotel Units 340 fib '7[Y% CITY OF LA QUINTA 288 238 Hatel Lobby Bars 106 25 50% 13 13 Hotel Restaurants 377 91 25"1 68 68 Hotel Employee Parking 378 189 95 95 Conference Centerf hared Services 425 0 Stl% 213 243 Retail 747 2 85% 0 0 Spa -to 70 25% 53 53 Golf 27 135 25'1% 101 101 Maximum Spaces Required 7€ 0 780 780 Shared Parking 10% Adjustment (78) (78) (78) Total Parking Requirement 702 702 702 STORM DRAIN NOTES 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 1/2 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. IMIrEDIATELY 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. EARTHWORK QUANTITIES RAW CUT: 1200 C.Y. RAW FILL: 2100 C.Y. NOTE: CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE STATED QUANTITIES. THE QUANTITIES SHOWN HEREON ARE FOR COST ESTIMATE PURPOSES ONLY. APN OWNER/DEVELOPER 777-050-012 1 L V r_MMUUr\ UL V LLIX-FAUN I LA MI -MIN T FLOOD ZONE 777-050-031 3551 FORTUNA RANCH ROAD FEMA FLOOD ZONE X. 777-050-036 ENCINITAS, CA. 92024 PANEL 2242G 777--050-045 (760) 634-6543 777-050-065 CONTACT:JOHN GAMLIN A PUBLIC SERVICE BY elevations shown). DATE BY DESCRIPTION UNDERGROUND SERVICE ALERTGEODETIC SURVEY PUBLISHED DATA SHEETS - ELEVATION = 3.903' BEING N. 40' 16 ' 30.20"W . R E V I S 1 0 N S APP'D I DATE eROF E S S X04,9\ LU CC No. 043090 � s� "IV �Q \F OF CA0Fd�/ SEE SHEET 3 FOR CONSTRUCTION NOTES AND QUANTITY ESTIMATES SHEET INDEX SHEET No. DESCRIPTION 1 TITLE SHEET 2 & 3 GOLF CLUBHOUSE AND ENTRY DRIVEWAY 4 HORIZONTAL CONTROL PLAN INTERNATIONAL 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 • MBAKERINTL.COM 9/14/20 MICHAEL-TYLMAN RCE NO. C43090 EXP. 3/31/2022 DATE: APPROVALBY APPR VED FOR PERMITTING PLANNING & ZONING COMPLIANCE 'D 20W _J JLAA, 06�� 2- 99,% A7 OR GA DA TF ChTRI FLORES DA E BUILDING OFFICIAL PLANNING MANAGER CiTY OF LA QUINTA CITY OF LA QUINTA GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBIC WORI<S CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO TFE CITY OF LA QUINTA PUBIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF ODNSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE CONTRACTOR SWILL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINfTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SWILL NOTIFY THE CITY OF LA QUINTA PUBIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SI-IOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SWILL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONTRACTOR SHALL BE ff.�SPONSIELE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNLS. 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 8. THE CON RACTCR SWILL NOT DISTUJRB EXISTING SURVEY MONIU E7NlS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMNAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGIN WITH AN R.C.E. NLMBER ff10W 33,966, OR A LICENSED LAND SURVEYOR ONLY. 9. GONiSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMIMNT WITHIN ONE HALF MILE OF HUMAN OCCIUPANCY SHALL BE PERFORMED ONLY DURING THE TIM= PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TR MONDAY -FRIDAY 7:00 AM TO 5:30 PM MAY 1ST TO S07BEER 30TR MONDAY -FR I DAY 6: 00 AM TO 7.00 PM WORK SWILL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL. HOLIDAYS. NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, OR W -EN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS (RANTED BY THE CITY ENGINEER. NO LANE CLCSUF!ES SHALL BE PERMITTED OR ALLONiED ON ANY CITY STREET AFORE & 30 AM AND AFTER 3c 30 PM UNLESS AUTHORIZID TO DO SO BY THE CITY ENGINEER. 10. ALL TRAVELED WAYS MUST BE GE44M DAILY OF ALL DIRT, MLD, AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO B DONE TO THE SATISFACTION OF THE CITY ENGIN. 11. ALL CONSTRUICTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH CALIFORNIA THE STATE MANUAL OF WARNING SIGNS, LIGiiTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK URONN HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1 -ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INIENT (NOI) WITH THE WATER RESOURCES CCNTRO>I_ BOARD (SWRGB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SKPPP), AND MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NONPOINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLE]M3M AND ENFORCED BY THE SWRCB. 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 OF 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 BF APPLIED IN TWO COATS, WITH RFFLFCTOR17FD 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 AL! PRECAUTIONS NE tiSSARY 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 SQUARE OR RECTANGULAR SHAPc 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 STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 2003 6JTCD. 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 CONTAT1I SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. 13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 14. STEEL SIGN POSTS INSTALLED ON CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD POSTS ARE NOT TO BE 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 SUBuiIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNi(IERGROUND 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 COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: WEARING COURSE (UPPER COURgE): IIIA-C2-PG70-10 BASE COURSE (LOWER COURSES): IIIB-83-PG70-10 i THE WEARING COURSE Sh;s'-L 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 CI1- 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 LRT 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" CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLONS/YARD. 6. NEW IMPROVEMENTS THAT JOIN EXISTING 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. L. 4ft't-�� BRYA< McKI NEY �r CITY ENGINEER R.C.E. NO. 49418 DRAWN KE DESIGNED KE SCALE AS NOTED CHECKED RV r r i i CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T i PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN SILVERROCK RESORT r DATES OF -4 - SHEETS r TITLE SHEET DWG. NAME r EXP. 09/30/20 r JOB NUMBER 173977 LOCATED WITHIN SW 1/4 OF SEC. 5 k NW, NEE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE N 0. DATE FOR: r JULY 2020 SILVERROCK DEVELOPMENT COMPANY, L.L.C. frrulo 9"O -L I` 0 XD n io V D N D r J.� J J if if CONSTRUCTION NOTES CONSTRUCTION NOTES - STORM DRAIN PLANSc 1 INSTALL 4° ADS DOUBLE WALL CORRUGATED HDPE 0 1.03 MINIMUM (UNLESS OTHERWISE NOTED) O PROTECT IN PLACE EXISTING SPECIFIED ITEM NOTED ON PLAN C 2 CONSTRUCT 6" CURB PER CITY OF LA QUINTA STD. DWG. N0. 210 INSTALL 6p ADS DOUBLE WALL CORRUGATED HDPE � 1.D3 MINIMUM (UNLESS OTHERWISE NOTED) O �3 CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201 4 INSTALL 18" ADS DOUBLE WALL CORRUGATED HDPE @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED)I - `,A A /23.79FL 1 '-T.CONSTRUCT 10' LONG 6" TO 0" CURB TRANSITION ON PER CITY TY OF LA QUINTA STD, DWG. Na . 205 � � 6 INSTALL 9"x9 n CATCH BASIN & GRATE, RISER, NDS #900, 900-4, 916 & 990 (OR APPROVED EQUAL) . MATCH LINE -SEE SHEET.3 � �4 � CONSTRUCT CROSS GUTTER & SPANDREL PER CITY OF LA QUINTA STD. DWG. NO. 230 (MODIFIED, GTR. WIDTH = 6`) NDS #2400 (OR APPROVED EQUAL). - ""�' - -+ 8 INSTALL 24"x24" CATCH BASIN &TRAFFIC -RATED SOLID COVER, RISER, I;. I � ® CONSTRUCT 6" PCC CONCRETE OVER 4" CLASS II AGGREGATE BASE 10 INSTALL fin ROUND SPEE-D BASIN & 6„ GRATE, NDS #101, 201, 250, 300 & 50 (OR APPROVED EQUAL). I 3x8.2 LF� O9 CONSTRUCT 4.5" A.C. PAVING OVER 5.5" CLASS 1I AGGREGATE BASE c 11 CONNECT TO BUILDING DOWNSPOUT. SEE ARCHITECT'S PLANS. -~ ' 3 4 5=2.24 22 TYPE 2 _ I 10 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (SEE PLAN FOR WIDTH) 1 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S PLANS AND DETAIL ON SHEET 2 - - I ? 50% Opp " CONSTRUCT 3.5" MIN. PGC FtATWORK PER LANDSCAPE ARCHITECT'S PLAN .rvtl� - _ �. 24.43TC ¢ 13 INSTALL ACCESSIBLE PARKING SPACE SIGNAGE AND MARKINGS PER DETAILS SHOWN ON SHEET 3 24.30FS EXISTING GAS MAIN &GA5 EASEMENT "'`�-� `' -•_ w; 23-93FL TO BE RELOCATED BY THE GAS COMPANY 24.04FS c� ` I 14 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD.DWG. NO. 250, CASE "E" F _ r-__ PROTECT IN PLACE DURING CONSTRUCTION 24.37TC - _ - 15 INSTALL TRUNCATED DOMES FFR 2019 CBC REQUIREMENTS r 27 IF RELOCATION IS NOT COMPLETELY DONE " 1.56% 23.87FL 16 CONSTRUCT 6" M NATIVE SOIL EE PLAN FOR WIDTH) ATH OVER COMPACTED (S H _ IN. PCC FIRE ACCESS ROAD &GOLF CART P LIMIT OF WORK HANDICAP PARKING STALLS / °•. - �I? - - j- �- RELOCATED 101 LINE PER SERVING CLUBHOUSE ARE BUILT AS / 24.60TC �� f 24.66TC 18 CONSTRUCT 8' SCREEN WALL PER LANDSCAPE ARCHITECT'S PLAN { LLA NO.LL�2D20-oo0� PART OF PENNY (PA5) PROJECT / 24.10FL 24.31 RIM 24.16F, L SEE PFNDRY HOTEL PA5 TYPE 1 22 - - - - 18.82INV 8 GAS MAIN 1 19 CONSTRUCT 14 FOOT WIDE DRIVEWAY APPROACH FOR FUTURE IMPROVEMENTS PER CITY OF LA QUINTA STD. DWG. NO. 221 - 20 INSTALL STOP PAVEMENT MARKING LEGEND AND STOP BAR PER CALTRANS STD. DWG. A24D AND A 24E I �� PRECISE GRADING PLAN) / v A 24.54. '�'. 25.60TG - - �`�, In w /" .w. 10 23.60INV -- �! 26.7 FG �S A \ `�y j FS -HP 2Q 10 0 2Q 40 60 21 PAINT 4" SOLID WHITE LANE STRIPE ALONG CLUBHOUSE DRIVE CENTERLINE 2 ___ -- -� �24. 8TC O �` �` { :> � `::.-�$\ A EIRE LANE SIGN PER DETAIL ON SHEET 3 (SIGN TYPE NOTED ON PLAN) HP INSTALL 28 �o . 1- o �1 23.98FL .... `.., ) ♦ 1 �/ \ 90`�j�y`� 27 24 `SFSc,,�� � SCALE: 1 =20 23 INSTALL ACCESSIBILITY PARKING SIGN (R100B) AT SITE ENTRANCE AS PER DETAIL 13 ON SHEET 3 �26M \ �' �� S ��' 24,79TC `� 3 / 4.41FS 24.39TC \. �, \,� 24 INSTALL "STOP" SIGN PER MUTCD R1-1 24.29FL 25.11TC 25.05TC \ 23.89FL ' t / 24,23E INSTALL FIRE LANE MARKINGS PER RIVERSIDE COUNTY FIRE LANE REQUIREMENTS, FORM 11, FIGURE 4 24.61 FS 24.55FS s 0 ]9 \ \ems 25 �..> 98.2 LF 2 2 21 23.93TC � - - S=1.Of1X � 26 INSTALL REMOVABLE BOLLARD PER LANDSCAPE ARCHITECT'S PLANS 4 55.1 LF 25.10TC 4.25TC f INSTALL ETROREFLECIIVE PAVEMENT MARKER FOR FH LOCATION 45° BEND S-1.00% ; 33 23.75F ��' 33 PAINT 4' BLUE DE WHITE STRIPING FOR DROP-OFF K AREA PER DETAIL I ON SHEET 2 24 26.00FS _..: \ ♦ o FS 24.45TC 19.fi3INV 24 60 _.. r 23-95FS \ ° TG `* , 25.25TC ' 0 CF 3 \ • 22 621NV 24.42FS 24 75FS i 24.14FL 24.55TC \ 26 3 LF Sp _ 24.35TC \ r " CF 4 2 2 2 `c �'� 24.05FS` _h \ / - r 1 \ ` HP 0`+ ° : 25.25TC �o �� >�F �1 23,85FS ��� \ r r r �` 5-1.003 r DG I ANDSCAPF MATER i AI (TYPICAL) _ �. v 'd 24.75FS v o `�.�. s r CONTOURS BEYOND LIMITS OF WORK DETAIL "A" HEREON AND +� �24.45TC -.-�, 10 _ �� „ � � � 6b < � 22 TYPE 1 T PER ROUGH GRADING PLANS LANDSCAPE PLANS �" ' 25.5.1TC ^° � 2 1 6 15 24.24FtS- �L`ti \ 3.95aFS � 52.3 LF , 25.01FS / 3 I t r ! ! \ \S=1 2 45' BEND '�� 4.79TC 24.OaTC 3 24.29FL 2S 24.89TC ,�� 23.5aFL�r ooh° DG LANDSCAPE MATFRIAI. (TYPICAL) \ PAVING LEGEND 24.20TG 19.891NV 25.05TC 0 - q, DETAIL "A" HEREON AND . r 24.60TG 10 14 - 8 LF 3� D CF . E 22.lOINV 25.12FS 24.55FL 24.45FS 24.8FG '� r ! i \ 25 \ 12 23,60INV _ `, -'" 5=1.003 I s 10 LANDSCAPE PLANS \ I 1 - 2.0% 0.5� D. CF �� . 24.9aTG \ \ r r r 16 24.5FG -TEE- 25.12FS 22.42INV 10 �1 23.26FL >� 4. TC \ \ AG PAVEMENT r `, : ' 2 . 2 03 BLDG. FF r r / 34.0 LF 20.D4INV 14.8 LF 6 15 ��� q�, \ \ r 24.8E �� S 10.413 25.25 �' S-7.833 G 23.53FS LANDSCAPE FINISH GROUND r l DG 1ANDSCAPF MATERiAI (TYPICAL) �• q ` r e ti 27.6 LF ?S ti 24.53FS M.... T� 1 _ .� ;> �. ,off, �. �.. 5 25 � \ .. • _ � r l DETAIL A HEREON AND / 24.8FG 1 _� 23.22INV 0� . 2 23.27TC \ _ PCC FLATWORK ADA PATH OF TRAVEL \ 1 0" CF.., \ 23.85TG 2 �a LANDSCAPE PLANS PRO SHOP 25:a1FS o� 5-1.003 11 �� 23.1QFL 22.77FL - - I r ° �24-85F5 24.8FG - 32.6 LF 1 �9GF 14 23.3�I Sy- \ FF=25.30 24.7aTG 5-1.003 - i' 24.63FS �° '� \23.95TC `o PCC SIDEWALK r• 24.60TG 25.20FS 11 h 25.25F5 10 h 24.SFG - ,_ PAIS=24.8 ti ::; 21.82INV `ti� \ 23.SOTC \ - 10.7 LIF a„ CF 2 23.45FS i i1 j 1- ....-�.-� 24.60TG 23.60INV i> " 25.20FS 4 35.3 LF. 22.10 S4 10 25.54TC� \ 23.3aF5 \ \ 25.25FS rr �) TE S -a . 75% 4 TEE " •, S=1 OOX 6O.4 LF 1 25.04FS 14 15 23.90TC \ TYPICAL SECTION A _ _ 26 (4->�), / ( % 24.85FS 25.30E 20.39INY 24.67TG S-1.323 24.01 FS j" PCC GOLF CART PATH c r r r > J J / 20.50 y° �' 25 05FS 12 t ? . .. 23.4OFS LANDSCAPE ADJACENT 25.20FS 25.1 25.16FS 24.8FG 23.67INV ° o f� - 23.22INV oao4d e r r 0.62 25.28FS Q" 11 0 CF 10 / �23.38TC NTS a o o r , r �: / ��'.25.07F5 �25.30FF 24.13FS' f \ r oA HP 19.5 LF �''� \ Y11. 4 LF -_25, FS 22.88Ft a0000aao6 c \/ ° `Lj� 25.3OFF =1.OQ% . 1 ' /` �. .. O CF \ �/ TRUNCATED DOMES °oa�o�o�o ' 5-35.35 24.72TG' 25 14TC c ' r 24.97FS 11 12.7 LF i? 23.72INV 12 ' 25.3aFF ?> ooh FUTURE IMPROVEMENTS CONCRETE SIDEWALK i r �• 24.64FL F r 4 �i, ; ;= i- FIRE ACCESS ROAD S=1.DDq 25 tih... �v.. 24.75FS � 25.07FS �•. ``" ��� t ,. �' 32.10TW LANDSCAPE FINISH GROUND &GOLF CART PATH � Ilk-� 47.7 LF ._ l,' ` - - . ' BLDG. FF / ry \ 24.70TG ��� .. .- 24.10BW 2% MAX. 1 15F5 HP ! 5=16.2% 25. / ti �, �o 4 .. 25.15FS 22 INV 10) 25.3aFF �� 18 2.60TF a 4 , d o ^�� z D. G. LANDSCAPE ` 24.971 S :l\ 24.72TG ; 1 j ° �a �o��aa� j 4 1. 25.30FF 23.72[NV 3 MATERIAL 2" THICK TEE - . ` a / `V, .. 25.01 FS y V 25.a8TG GOLF CLUBHOUSE 24.49FS 24179FSNV 25.20FS 20.69I NV 6 <'. =' } ., ` - ��A0 z 11 TEE ;f FF -25.30 .. 16 33.laTW 2" D.G. LANDSCAPE MATERIAL i o ! ' r r r r r r 1 24.24TG 2a . 93I NV 25 . aBTG 6 ;,,r PAD=24.8 �' 25 - I OBW OVER NATIVE, REFER TO ! r r r r r 23.24INV 25.20FS 20.82INV `'� QQ .: ,i 23.60TF TYPICAL SECTION B 1 1 I r r r X4.34 75.1 LF 4 ' _ , ` OP LANDSCAPE PLANS FOR MATERIAL AL TYPE S I SDEWALK ADJACENT 25. S=1.00% 03F5 r r r ✓ r 24.8FG 25.3OFF E 2 .16FS.- _ NTS c r 24.67TG j Q�,� 23.67INV 12 14 p$., ♦ I VARIES -PER ARCHITECT'S PLAN TEE"' 24.7fiTG. r 25.14FS 23 6 - 21.201N .26INy oUT : �' LIMIT OF WORK 1 24.49FS GRADED NATIVE SOIL �' \ E ,; P'`.. - _� � i I \ r r r PA 25.20FS 1 ;" 33.10TW-D.G.LANDSCAPE ` I ` �� ' DETAIL A LAD j �� 25.10BW ' r 12 24.48TG \ 25.05F� j" D.G. LANDSCAPE AREA LIMITS PER PLAN 8 24.30TG r \ 6 NV 25.30FF t o`�. 23.60TF 21.531NV IN & OUT I �. -' r 16 25.03FS LF ' NOTE: CONTRACTOR TO LEAVE THE FINISH GRADE IN THE DG AREAS 352 4 2" LOW IN ORDER TO ALLOW FOR THE DG MATERIAL PLACEMENT. 0109.5 106 5 LF 74.3 LF "� 24.8FG STAGING RAREA 5=2. \ i:.. 1 r r S-1.Oa& S=0.503 i L r r ?srqj 24 54F 24.67.1 , r / �) I I � ` �- r ' �° � -� � 2 7IT� IRRIGATION LINE 1. I r r \ ` �,• 25.01FS - I , r r r � � ��. - o a a oo -_ _ � I-11 6 611 I I -I6 I TO BE REMOVED >�' r r r 23.78F5 `�� 16 1. shoo HP o o III -111-1 I I I I I=1 I ED 1 6 I I I=1 i / F-') �, _ �� r r r r 24.34FS 25.14FS 3? re v 33.101 '` r 23'S .- \ ;„ s'' 25.108w llJ1 1 I I llll=1 I J111=1 I i ll11=-61 I J1J III 1 111- 6-61 16-1 I I ISI l 1 I-1 I-1 45 BEND z 23.60TF Tf 61 16-I =1 = =1 I I-1_ IJ 11=1T�f ILII III llll 16 Jill d I I J�J1 10 -1 I I-1 I l 1=1 I I=1 III -6 61 I-1 11=1 I L -i III=1 11=1 11 I=1 hil = 7 r 'toe 2-6 S ' 22 . INV o , ` / 25 I i r r r 3 I I=1 I II 6 I�I I I=III 61 1- 2 34F e p r .. 24.8/FS -I I �_� I I=!I I I=11f Ell 1 1 JJJ1=1I I I J�11 I I P I1=1 I I RLIE I_"`' - '� r . . '.:• -., SECTION i T 'r 2 r /r r / 32.6aTW TE 1; 2 28.1 LF r r I r \ \ �16 2.44 INV r S=1.00X' �. 16 24.6OBW ..-�_... r ,; 23.10TF NOTES I i r r r , '1 - =' w-$F� X62.5 LF :�/ CRUSHED STONE SPLASH PAD GEOTEXTILE FABRIC -` 4. 1 S=0.50`1; 24.52TG CI REFER T0: LANDSCAPE CONSTRUCTION MATERIALS &FINISH REFER TO: LANDSCAPE SPECIFICATIONS ri r 8 r r r - FIRE FIRE FIRE ,IRE F 'r ;: - '` 22.71INV 6 SCHEDULE ,e COMPACTED SUBGRADE © REFER TO GEOTECHNICAL ENGINEER'S DOCUMENTS 24.75TG i _ _-- l,-'' __- -- ......._ REFER T0. ARCHITECTS PLANS _ a.._ INV OiJT.. _ - - - -__ _ S �.:,� _ W - 18.54FS 2� 55 t ,,_. CONNECTION - 2 STEEL S �. _-_ - ......_.... ,,. ` w __�_:_-- �� _ fl ATRIUM DRAIN CON _ _ --- _� . _ _- - _.., __- _„ .. _ _ - _ `- � �- � _ - - � RD TOP OF GRATE AND INVERT PER PLAN - REFER TO LANDSCAPE CONSTRUCTION PLANS I _ ,� __. � :,`�'��,.�.�� = �."' _.,�R fw --.: ;.,� .�.,,,_ ;,�,� ---- - •� - �� � �� i K-�-••-.,.__ � � �.�._.. - - _ �.,..� _ ��W - � .- - � - 8 RAIN CHAIN �. -.: - - (19.5O)FS - -�- -- -.E'"m ® 2" THICK DECOMPOSED GRANITE MULCH REFER TO: ARCHITECT'S PLANS ` DG LANDSCAPE MATERIAL (TYPICAL) REFER T0: LANDSCAPE PLANTING LEGEND DETAIL "A" HEREON AND I �LANDSCAPE PLANS 1 RAIN CHAIN DETAIL I NOT TO SCALE OAH E I A a! lJ r\N c H O �H � r� I � � iVI E' J-']J�]1J cr�� �rl .............. - . ....... . BENCHMARK: BASIS OF BEARINGS: 0" O LA QW, A W SM - 0 -1 Ti E "IN6'S %M H> 11pWO"T, sT;u a ilr: FLUAT rHE CENTEALNtWON THE CALIFMIA O IRATE S'YS'T it, EYATKw*s.4dr(MVM RCS 83. ZCNIE 6, AS OEMNINED LOCALLY DIAL TWO WordwaI v�T r 3 +e 1 v BY TWE LINE BETNEEN US= STATIONS LA DAY'S SUOK r CT WVNTIM AT W c INA (f'4+91 ) AND OF BEFORE YOU DIG YOU DIG (To *MW PmW Fbw*xn In NA'=Imo, & 1.5444' THE OESMT (=D) , (PDSI T I NS PER ka so oil lei, 2hm y NATIO00L GEODETIC 3RVEY , WM. EP'63CI°I TOLL FREE TELEPHONE: 811 (To 000& Fmod am&m in w0V= AM air ID ft 2011. DD) AS SiM ON THE NATIONAL A PUBM3C vMCE BY W40M wvwo. GEODETIC qjKY PUBLISI.O7 DATA SfM LOOERGROL*40 SERA ALERT ELEWATM -19M 11F I NC N 4A` 113'30.20.2 . I N T E R N A T 1 0 N A L ft cow T5410 QrI- n Fad DOM. Soft 100 Palm Ilk CA Mbit 1 Ply (7Ww 3W741I1 M&AhMMTL..c om V7 �....... -w-_ wCFI,ACQ ; RCE W C43M EXP. 3/31/2022 DATE., APPROVAL BY. { A DRYA MdUNWY C" m4coff" #R. C. E_ M 4*410 )RAW11 ............. KE 9CALE As NMIED ow cfTy of LA a *#TA CITY OF U O,IINTA, COON OF RAMNIM STATE OAF S H E E T PRECISE GRADING, PAVING AND STORM DRAIN PLANS 2 / &LVERROCK RESORT DATA �+'�" "�' C7F ._± Sk•IIE>ET5 GOLF CLUBHOUSE AND ENTRY DRtVEWAY DWO. N: EXP. 09/30/20FILE NO. Hump1jrw? L=118 WIT"11159 1/4 OF W. 5 R 0. N & SE 1/4 (IF SM. 6, 11S.A.11E_, 5.l -8411. GATE A.Y 2= FOR- SILVEREROCK DEVEL.OPWIAIT COMPANY, L.L-C. 10/6/20 MBI 1 ADDED DG LANDSCAPE MATERIAL -- DETAIL DATE BY DESS lPTOW A#'Pt CAW R E V I S 1 0 N 5 I N T E R N A T 1 0 N A L ft cow T5410 QrI- n Fad DOM. Soft 100 Palm Ilk CA Mbit 1 Ply (7Ww 3W741I1 M&AhMMTL..c om V7 �....... -w-_ wCFI,ACQ ; RCE W C43M EXP. 3/31/2022 DATE., APPROVAL BY. { A DRYA MdUNWY C" m4coff" #R. C. E_ M 4*410 )RAW11 ............. KE 9CALE As NMIED ow cfTy of LA a *#TA CITY OF U O,IINTA, COON OF RAMNIM STATE OAF S H E E T PRECISE GRADING, PAVING AND STORM DRAIN PLANS 2 / &LVERROCK RESORT DATA �+'�" "�' C7F ._± Sk•IIE>ET5 GOLF CLUBHOUSE AND ENTRY DRtVEWAY DWO. N: EXP. 09/30/20FILE NO. Hump1jrw? L=118 WIT"11159 1/4 OF W. 5 R 0. N & SE 1/4 (IF SM. 6, 11S.A.11E_, 5.l -8411. GATE A.Y 2= FOR- SILVEREROCK DEVEL.OPWIAIT COMPANY, L.L-C. CONSTRUCTION NOTES - STORM DRAIN PLANS 1 INSTALL 4" ADS DOUBLE WALL CORRUGATED HDPE ® 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 2 INSTALL 6" ADS DOUBLE WALL CORRUGATED HDPE 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 4 INSTALL 18" ADS DOUBLE WALL CORRUGATED HDPE 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 6 INSTALL 9"x9" CATCH BASIN & GRATE, RISER, NDS #900, 900-4, 916 & 990 (OR APPROVED EQUAL). 8 INSTALL 24"x24" CATCH BASIN 8c TRAFFIC -RATED SOLID COVER, RISER, NDS #2400 (OR APPROVED EQUAL).' 10 INSTALL 6" ROUND SPEE-D BASIN & 6" GRATE, NDS #101, 201, 250, 300 & 50 (OR APPROVED EQUAL). G 11 CONNECT TO BUILDING DOWNSPOUT. SEE ARCHITECT'S PLANS. 12 CONNECT TO BUILDING RAIN CHAIN. SEL ARCHITECT'S PLANS AND DETAIL ON SHEET 2. EXISTING GAS MAIN & GAS EASEMENT - TO BE RELOCATED BY THE GAS COMPANY - PROTECT IN PLACE DUR NG CONSTRUCTION } A I 27 ._ ... e a I F RELOCATION [ S NOT COMPLETELY DONE ' _. _. - LIMIT W0F HANDICAP PARKING STALLS , t." RELOCATED LOT LINE PER SERVING CLUBHOUSE ARE BUILT AS �\ r LLA NO -- PART OF PENDRY (PA5) PROJECT " �� ....~ _„� •- �'`"'" �` ." r�.: SEE PENDRY HOTEL (PA5) % r 25.60TG PRECISE GRADING PLAN -- ; •n a 10 23 6D[NV 26.7 FG t ✓ia ��5���o / w r meq`• \ Q 98.2 LF 2 1.00%.. <� 26.00FS If t s @ w.._.. .. 26.00TG me I � :, t ",,-,/22.621N V 11k HIP JL CONTOURS BEYOND LIMITS OF WORK 10 PER ROUGH GRADING PLANS �-- -� 524.3 6 ! \ 2 .. i �� �`� _ 12 24.6OTG.__._ 22.�OINV 10 14.8 LF `y `�\ �23.60INV S=1.DO%� 1 '� -`'`�% 16 ` ` --- �24.5FG 2.0% -TLE- Ile 34.0 LF 20.04IP 24.8FG ' 2 510.41% 25.25E5 le,24 8FG A PATH OF TRAVEL X25 �\ 24.85Fs PRO SHOP25.,OIFS _ � FF -25.31) 24.6OTG 25.20E PAD=24.8 11�. x 12 23.60I NV 10.7 LF _ 25.20FS \ 25.25FS j-) S=O 4 I+ 26 4-'E& 1 (��`= TEE ( �24.&5FS 25.30E 20.50I ' 25.2OFS 25.1 4 . \ ,1- 0.6'l� 1 o HP 1915 LF , `� - I � 25.3pFF ;� 1 00% 1 " �` .r' 24.97FS 12.7 LF�2 .. j r 5= .DO% j 47.7 LF o� 5.20FS HP I S-16.2% 1 `1 ..� 25.15-_S/HP' 25.15FS I 111 e\< 24.97FS 1. 25.3OFF ' TEE ~, 21.11INV 25.20FS 25.Qf 24.49FS 24.79FS 20.s S 1 11 TLE 24.24TG 20.93I NV 25.0 TG. 23.24INV ' \ 20.82INV 1�1 Ile `I 7A _ 24034 S51100% LF 4 �`l25-03FS 24.8FG 25.30FF"' d \, 24.67TG 23.67I NV 12 TEE ti 21.20INV 25.14FS PA 25.20F5 .� ` 24.30TG \ 1 24.48TG 6 25 <:05FS <.. s s �, A 1.53INV IN k OUT 2" 3.48INV \� 109 \:. 16 25.03E S 1 \ 74.3 LF 24.8FG GOLF CART S=� STAGING AREA 24.54FS RR AT ON LINE -e ��---- I I IG I L E TO BE REMOVE(? �" 23.78F5 r -y �1 r-) �-� _ �- \ 24.34FS \ -� i 45 X23:6 S 22. INV 24' RF t T .b 12 -nFS TEE 2 28-1F 16i 5=1;00% �22.44 INV \�4 1123.79FL 1 EE SHEET 3 - } t 3082 LF. 1.� S=2.24% 22 TYPE 2 7TC LL 1 ?4.66TC ?4.16FL GAS MAIN 1 ,. 20 10 0 20 40 24 39TCS�AL.E: 1 "=20' 24.41FS 23 9F 21 23.93TC 24.25TG 24.19FS 23,43FL 23.75FL ' 24.45TC r` 3 23.95FS� 24.55TC 24.05F5�-. h 24:.35TC v 23.85FS 22 TYPE 1 A24.45TC 2 .95FS 2 24. OOTC \ \ y 23.50FL 10 O 23.26FL q�q 2 \ 24.03TC \ 1 \ ,o 5 25 23.53FS \ 24.53FS / ,l 2) T �� rte. �� • . _n �._ . 23.27TC.: A /AOFS\ �F 00 23.90TC 24.01 \ 23.4OFS \>0 CF 10 /23.38TC 13FS. \ 22.88FL FUTURE IMPROVEMENTS 24.75FS V _ w ti 24.. 76TG F; 2 .ZSllvv•auT.� LIMIT OF WORK 33, 10T ,° s 25.1 OBW 23.601F\ ?' r y 1 106.5 LF / S=0.50% F-) F_ C ) ;25.01FS - HP ` 33.1OTW 41, 23. 501F BLDG. FF LANDSCAPE FINISH GROUND f]j aY {II TYPICAL SECTION A LANDSCAPE ADJACENT NTS CONCRETE SIDEWALK LANDSCAPE FINISH GROUND BLDG. FF 2% MAX. ISI _ II� TYPICAL SECTION SECTION B SISDEWALK ADJACENT NTS PAVING LEGEND AC PAVEMENT CONSTRUCTION NOTES O PROTECT IN PLACE EXISTING SPECIFIED ITEM NOTED ON PLAN PCC SIDEWALK PCC GOLF CART PATH CONSTRUCT 6" CURB PER CITY OF LA QUINTA STD. DWG. N0, 210 n°o°o°o°o O CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201 o°o°opo°n ® CONSTRUCT 10' LONG 6" TO 0" CURB TRANSITION PER CITY OF LA QUINTA STD. DWG. NO. 205 & GOLF CART PATH O CONSTRUCT CROSS GUTTER & SPANDREL PER CITY OF LA QUINTA STD. DWG. NO. 230 (MODIFIED, GTR. WIDTH - 6') ® CONSTRUCT 6" PCC CONCRETE OVER 4" CLASS II AGGREGATE BASE O9 CONSTRUCT 4.5" A.C. PAVING OVER 5.5" CLASS II AGGREGATE BASE 10 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (SEE PLAN FOR WIDTH) 11 CONSTRUCT 3.5" MIN. PCC FLATWORK PER LANDSCAPE ARCHITECT'S PLAN 13 INSTALL ACCESSIBLE PARKING SPACE SIGNAGE AND MARKINGS PER DETAILS SHOWN ON SHEET 3 14 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD.DWG. NO. 250, CASE "E" 15 INSTALL TRUNCATED DOMES PER 2019 CBC REQUIREMENTS 16 CONSTRUCT 6" MIN. PCC FIRE ACCESS ROAD & GOLF CART PATH OVER COMPACTED NATIVE SOIL (SEE PLAN FOR WIDTH) 18 CONSTRUCT 8' SCREEN WALL PER LANDSCAPE ARCHITECT'S PLAN 19 CONSTRUCT 14 FOOT WIDE DRIVEWAY APPROACH FOR FUTURE IMPROVEMENTS PER CITY OF LA QUINTA STD. DWG. NO. 221 20 INSTALL "STOP" PAVEMENT MARKING LEGEND AND STOP BAR PER CALTRANS STD. DWG. A24D AND A 24E 60 21 PAINT 4" SOLID WHITE LANE STRIPE ALONG CLUBHOUSE DRIVE CENTERLINE 22 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 3 (SIGN TYPE NOTED ON PLAN) 23 INSTALL ACCESSIBILITY PARKING SIGN (R100B) AT SITE ENTRANCE AS PER DETAIL 13 ON SHEET 3 24 INSTALL "STOP" SIGN PER MUTCD R1-1 25 INSTALL FIRE LANE MARKINGS PER RIVERSIDE COUNTY FIRE LANE REQUIREMENTS, FORM 11, FIGURE 4 26 INSTALL REMOVABLE BOLLARD PER LANDSCAPE ARCHITECT'S PLANS. 27 INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER FOR FH LOCATION 33 PAINT 4" -WIDE WHITE STRIPING FOR DROP-OFF AREA PER DETAIL ON SHEET 2 BLDG. FF LANDSCAPE FINISH GROUND f]j aY {II TYPICAL SECTION A LANDSCAPE ADJACENT NTS CONCRETE SIDEWALK LANDSCAPE FINISH GROUND BLDG. FF 2% MAX. ISI _ II� TYPICAL SECTION SECTION B SISDEWALK ADJACENT NTS PAVING LEGEND AC PAVEMENT \\ PCC FLATWORK_` PCC SIDEWALK PCC GOLF CART PATH n°o°o°o°o TRUNCATED DOMES ��000�000 o°o°opo°n FIRE ACCESS ROAD & GOLF CART PATH VARIES -PER ARCHITECT'S PLAN NOTES 23.�. ' 1-1`62.5 Ffir 24.09F5 1 S-0.50% CRUSHED STONE SPLASH PAD GEOTEXTILE FABRIC .� 4. 2TG \ - 5 / : r T v Fi- . 6 ❑ REFER TO LANDSCAPE CONSTRUCTION MATERIALS &FINISH ❑ REFER T0: LANDSCAPE SPECIFICATIONS ----1R FIRE DIRE FIRS. � FlRE Fl E M.. _� _.._ __._ m ...... ................. _.._._ .- _ .. ...._.... __...._. F.- . 22.71IINY......... _._ .._._. _ ._.. SCHEDULE _ ' ❑ © COMPACTED SUBCBADE 24.75TG �STEEL HEADER REFER TO GEOTECHNICAL ENGINEER'S S DOCUMENTS SREFER T0: ARCHITECT'S PLANS2255INV OUT { 7 �_......... - �, " ATRIUM DRAIN CONNECTION _ _. ADJACENT PAVING TOP OF GRATE AND INVERT PER PLAN - - _ ❑ REFER TO LANDSCAPE CONSTRUCTION PLANS _.7. '_- ..... W .__ 8 RAIN CHAIN ( \ (19.50 }FSY _.. �. - ® 2" THICK DECOMPOSED GRANITE MULCH ❑ REFER TO ARCHITECT'S PLANS REFER TO. LANDSCAPE PLANTING LEGEND RAIN CHAIN DETAIL NOT TO SCALE 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 L11 CITY OF LA QUINTA BM 4430 - Description: 1 112" COPPERWFLD Baker THE BEARINGS SHOWN HEREON ARE BASET pFESS/ 9PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN MONUMENT, STAMPED "L5-98", FLUSH AT THE CENTERLINE Michael nTINTERSECTION OF AVENUE 54 AND JEFFERSON STREET UPON THE CALIFORNIA COORDINATE SYSTEM, ___ . �c�o jy l 2 ELEVATION = 5.467' (NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY �`� ��a !� c S I LV E R R O C K RESORT DIAL TWO WORKING ELEVATION=3.216'(NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA I N T E R N A T 1 0 N A L DATE ?1302p1D OF 4 sFIEETs BEFORE I DAYS BEFORE PROJECTELEVATION ATBM#430 QUINTA CS2005 (P491) AND COLLEGE OF No. 043090 n 75-410 Gerald Ford Drive, Suite 100 I BRY McKINNEY GOLF CLUBHOUSE AND ENTRY DRIVEWAY YOU DIG YOU DIG (To obtain Project Elevations in NAVD88 Datum Subtract 1.564' THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA 92211 CITY ENGINEER DWG. NAME % from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH �� Cw\1 �Q Phone: (760)346-7481 - MBAKERINTL.COM R.C_E. NO. 49418 EXP. 09/30/20 TOLL ER EE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687'to the 201 1.00 AS SHOWN ON THE NATIONAL qlF p��" r DRAWN DESIGNED JOB NUMBER FI LE N 0. elevations shown). ) DATE BY DESCRIPTION APP'D DATE OF CALF \' !� '. �Jj / KE KE 173977 LOCATED WITHIN 5W 1/4 OF SEC. 5 & NW, NE & SE 1�4 OF SEC. 8, T.65.,R.7E., S.B.B.& M. A PUBLIC SERVICE BY GEODETIC SURVEY PUBLISHED DATA SHEETS _ _ / FOR: UNDERGROUND SERVICE ALERT ELEVATION -3.903' SCALE As NOTED CHECKED RV DATE JULY 2020 SILVERROCK DEVELOPMENT COMPANY, L.L.C. - BEING N.40 16'30.20 W. R E V I S I 0 N S MICHAEL`�TYLMAN RCE N0. 043090 EXP. 3/31/2022 DATE; GRADING AND PAVING UNIT QUANTITY SIGN TYPE UNIT QUANTITY CONSTRUCTION NOTES 1 INSTALL 4" ADS DOUBLE WALL CORRUGATED HDPE ® 1.0% 51 PROTECT IN PLACE EXISTING SPECIFIED ITEM LS 1 O CONSTRUCT 6" CURB PER CITY OF LA QUINTA STD. DWG. NO. 2 INSTALL 6" ADS DOUBLE WALL CORRUGATED HDPE ® 1.0% ISA SIGN SHALL STA7F 210 LF 170 O CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STD. 4 INSTALL 18" ADS DOUBLE WALL CORRUGATED HDPE ® 1.0% I DWG. NO. 201 LF 1370 LF CONSTRUCT CROSS GUTTER & SPANDREL PER CITY OF LA 5 INSTALL 24" ADS DOUBLE WALL CORRUGATED HDPE ® 1.0% QUINTA STD. DWG. NO. 230 (MODIFIED, GTR. WIDTH = 6') SF 1280 © CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD.DWG. <6> INSTALL 9"x9" CATCH BASIN & GRATE, RISER, NDS #900, PARKING ONLY' N0, 250, CASE "A" EA 2 ® INSTALL BLUE RETRORLFLECTIVE PAVEMENT MARKER FOR FH 8 INSTALL 24"x24" CATCH BASIN & TRAFFIC -RATED SOLID x__ FINISH GRADE LOCATION EA 1 T CONSTRUCT 4.5" A.C. PAVING OVER 5.5" CLASS II <@>INSTALL 6" ROUND SPEE-D BASIN & 6" GRATE, NDS ##101, AGGREGATE BASE SF 4800 10 CONSTRUCT 3.5" MIN. PCC SIDFWALK PER LANDSCAPE 11 CONNECT TO BUILDING DOWNSPOUT. SEE ARCHITECT'S PLANS. EA ARCHITECT'S PLAN (SEE PLAN FOR WIDTH) SE 20,585 11 CONSTRUCT 3.5" MIN. PCC FLATWORK PER LANDSCAPE PLANS AND DETAIL ON SHLET 2. ARCHITECT'S PLAN SF 4000 14 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD.DWG. NQ. 250, CASE "E" EA 7 15 INSTALL TRUNCATED DOMES PER 2019 CBC REQUIREMENTS SF 120 16 CONSTRUCT 6" MIN. PCC GOLF CART PATH OVER COMPACTED NATIVE SOIL (SEE PLAN FOR WIDTH) SF 13,000 17 REMOVE AND DISPOSE OF EXISTING BARRICADE EA 1 18 CONSTRUCT 8' SCREEN WALL PER LANDSCAPE ARCHITECT'S PLAN LF 200 19 CONSTRUCT 14 FOOT WIDE DRIVEWAY APPROACH FOR FUTURE IMPROVEMENTS PER CITY OF LA QUINTA STD. DWG. NO, 221 EA 1 20 INSTALL "STOP" PAVEMENT MARKING LEGEND AND STOP BAR PER CALTRANS STD. DWG, A24D AND A 24E EA 1 21 INSTALL 4" SOLID WHITE LANE STRIPE ALONG CLUBHOUSE DRIVF CENTERLINE LF 540 22 INSTALL FIRE LANE SIGN PER DETAIL. ON SHEET 3 (SIGN TYPE NOTED ON PLAN) EA 4 23 INSTALL ACCESSIBILITY PARKING SIGN (R100B) AT SITE ENTRANCE AS PER DETAIL 13 ON SHEET 3 EA 1 24 INSTALL "STOP" SIGN PER MUTCD R1-1 EA 1 25 INSTALL FIRE LANE MARKINGS PER RIVERSIDE COUNTY FIRE LANE REQUIREMENTS, FORM 11, FIGURE 4 EA 1 26 INSTALL REMOVABLE BOLLARD PER LANDSCAPE ARCHITECT'S PLANS. EA 4 CONSTRUCTION NOTES - STORM UNIT QUANTITY SIGN TYPE DRAIN PLANS 20' n°o°00000 1 INSTALL 4" ADS DOUBLE WALL CORRUGATED HDPE ® 1.0% ADDITIONAL LANGUAGE OR AN MINIMUM (UNLESS OTHERWISE NOTED) LF 600 2 INSTALL 6" ADS DOUBLE WALL CORRUGATED HDPE ® 1.0% ISA SIGN SHALL STA7F 1 MINIMUM (UNLESS OTHERWISE NOTED) LF 23.5 4 INSTALL 18" ADS DOUBLE WALL CORRUGATED HDPE ® 1.0% I By J MINIMUM (UNLESS OTHERWISE NOTED) LF 580 5 INSTALL 24" ADS DOUBLE WALL CORRUGATED HDPE ® 1.0% REFLECTIVE PORCELAIN ENAMEL MINIMUM (UNLESS OTHERWISE NOTED) LF 135 <6> INSTALL 9"x9" CATCH BASIN & GRATE, RISER, NDS #900, PARKING ONLY' � z 900-4, 916 & 990 (OR APPROVED EQUAL). EA 6 8 INSTALL 24"x24" CATCH BASIN & TRAFFIC -RATED SOLID x__ FINISH GRADE COVER, RISER, NDS #2400 (OR APPROVED EQUAL). EA 2 <@>INSTALL 6" ROUND SPEE-D BASIN & 6" GRATE, NDS ##101, 201, 250, 300 & 50 (OR APPROVED EQUAL). EA 7 11 CONNECT TO BUILDING DOWNSPOUT. SEE ARCHITECT'S PLANS. EA 2 12 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S EA PLANS AND DETAIL ON SHLET 2. PAVING LEGEND AC PAVEMENT I i' SIGN TYPE 11�� 20' n°o°00000 TRUNCATED DOMES WAN IDEN700477ON SYMBOL & ADDITIONAL LANGUAGE OR AN o°n°o°o°a PCC SIDEWALK ADD177ONAL SIGN BELOW THE LIMIT OF WORK FUTURE IMPROVEMENTS ADA PATH OF TRAVEL" � / 1 � rAri \ I? zo01 23.06 '> is B5Mr 22, 46T (4) \� F , (22.13FL O NA (21.92) 23.24TC 22.74FL 23.17TC 22.67FL 23.09TC 22.59FI 22. 2�2 72-R 11 23.20TC 22.70FL TYPE 2 22 , tfC:)2.( I i' SIGN TYPE 11�� 20' WAN IDEN700477ON SYMBOL & ADDITIONAL LANGUAGE OR AN iv ADD177ONAL SIGN BELOW THE ISA SIGN SHALL STA7F 1 10/6/20 MBI ADDED DG LANDSCAPE MATERIAL - DETAIL 07 JbILJIX I By J . 1 1 1 cn REFLECTIVE PORCELAIN ENAMEL ,S 24 IN EX. \ (z2.57Tc) (22.07FL) \ 22.65 S �o ��� . 2� 2 73TC22 23FL CONNECT TO 1 EX . CB 10.591NV IN 5 130.75 LF !. S=1.00% 29.38T \ UTILITY X-ING 0 C8" DW 18.00[NV �(CF /24" SD 13.80TOP �2 g87, FUTURF IMPROVEMENTS EXISTING 10" PVC SEWER PER SILVERROCK WAY .IMPROVEMENT PLANS EXISTING 8" DIP WA PER SILVERR(6WAY IMPROVEMENT PLANS -�y 21 1' T r 1 'S' 1 � - LIMIT OF WORK 1 Fk 1 (F\� F_ F- F I') f - I-, ��� TAT 0 V � I F r IN 1��� 1 � �r Irrt 3 � lr 4 - IV 1, / 23.821C VN 23.98TC ti l f` 23.48FS��y° 23.85FS it - I 14 15 -FUTURE IMPROVEMENTS 5 ({ %' 23 48r L fl 24.52TC 24.29TC 1 ' 24.02FL 23.79FL �� 1 14 15 -� MATCH LINE - SEE SHEET 2-" BENCHMARKBASIS Of: BEARINGS: CM Of LA QMTA IMM 00 0=45W. 11 rf COPPWOELD TW "INM WW HMON AW BASED iT. STA11 W Its -W. PLUSH AT THF CEWrEAUNE ill TW CALIF IIA IMINATE SYSTEM, OF AYEMA 5+ AND JAW SM! T- 0M �' . r� 6. AS OCT�RYII+EB LOCAI.t'E ELRATIQM -&4V 1"A DIAL TW WORK8 EVATKA - 3.21C 00YOM BY 7W LINE 1 TSI LSCkM STAT IOW LA BEFURE DAYS BEFORE PACT E1:.EVATI01141 AT N Elit.9E,t QUI INTA CS20M (P491) AICD COLLEGE OF I YOU DIG YOU DIG (To coo& Pa*ar Ear in KkV= Ems, i,.W THE IST (COM) , (PO SI Tiaw Pip Baa+ Eiw ■wr r �no.�} NAT I f + & GEMU I C S POEY , WM , EPOCH TOLL FREE TELEPHONE 811 IT*21 Pmiw E:l r A N0v0, I0 0w in ft 2011. 00.) AS SM ON THE NAT I0NA1.,. A PUBLIC S4CE BY GEODETIC SAY PL43 ISPED DATA 9EEM UM"GROLWID SERV" ALERT E LEVATIClM m 3,W EEI1146 N.40* 16'30 2D't BASIN B 9.00INV OUT EX, 24" RCP STORM DRAIN PER SILVERROCK WAY IMPROVEMENT PLANS e � 10.29[NV OUT QQ / �y \\ Q - EX. 24" RCP STORM DRAIN / PER SILVERROCK WAY IMPROVEMENT PLANS 20 10 SCALE: 1"=20' r1r-%r r A wrr- nIr+AI 1 rf%l_Alr► SIGN TYPE [j] SIGN TYPE M SIGN TYPE 20' � ON '11�i7orc* 911� INTERNATIONAL rS410 0 -. W "LIIr ". BWIIIF 100 PWi Dnest CA 1211 Phww. (M) 3WT461 - IIMM90EM.COM 18'x12' 18G4. REFLECTNE PORCELAIN ENAMEL S7ANa4RD ACCESSIBLE PARKING' SIGN WAN IDEN700477ON SYMBOL & ADDITIONAL LANGUAGE OR AN iv ADD177ONAL SIGN BELOW THE ISA SIGN SHALL STA7F 10/6/20 MBI ADDED DG LANDSCAPE MATERIAL - DETAIL 07 JbILJIX llrA By J A"00 DATE R E V I S 1 0 N S � ON '11�i7orc* 911� INTERNATIONAL rS410 0 -. W "LIIr ". BWIIIF 100 PWi Dnest CA 1211 Phww. (M) 3WT461 - IIMM90EM.COM "Unauthorized" vehicles parked in designated accessible spaces not displaying distinguishing placards or special license plates issued for persons with disabilities will be towed away at the owner's expense. Towed vehicles may be reclaimed at: _ or by telephoning _- WHITE ON BLUE BACKGROUND V' ` MIN. LEITER PARKING ACCESSIBLE HEIGHT OF 1 INCH ....ONLY - - -- - - - ---------- VAN ACCESSIBLE SIGN (R99A) Lj IM PARKING SIGN (R99) 12'x8" SITE ENTRANCE SIGN (R1OOB) 12'x18" NOT TO SCALE 17'x22' MIN. NOT TO SCALE NOT TO SCALE nr.r+rnnlnlll IT\/ MAr3V1k1f_- C'It__`AIC ACCESSIBLE SIGN VAN ACCESSIBLE SIGN (11B-502.6) (11B-502.6) - - -------- - -- - - -- --r- --er------ 36" WIDE TRUNCATED DOMES •,aa 4'.3 "i C}'�d�4 f�Uwt3 .,- G7 `a�OGb'Gl �'- fl�7y; � ,yQ�(a''Gx�pgp���q�,7�r��3`"OVOC'C5p C.- -- ��-r+�« ¢4L'i/DOO-) ri]JnQt�]abS7p[7c�7Q+i�-nnC'''q 7 C14 1 TYP. L CONC. WHEEL PAINT 4" BLUE STRIPING STOP (TYP) ALONG EDGE OF PAVEMENT 4" BLUE STRIPING p z � 9' MIN. 5' MIN. 2% MAX. SLOPE IN ANY 11 8' MIN. FOR DIRECTION WITHIN ACCESSIBLE VAN ACCESSIBLE 3'MIN. PARKING SPACE AND ACCESS \SPACE SQUARE AISLE 60 WHITE PAINT INTERNATIONAL SYMBOL OF YPARING ACCESSIBLITY (ISA) PAVEMENT MARKING (11B-502.6.4.1) BLUE BACKGROUND PAINT HIGH WHITE NOTE LETTERING ALL ACCESSIBLE PARKING STRIPING, SIGNS TO REFERENCE SIGNAGE AND PAVEMENT MARKINGS SHALL CVC 22500.1 (TYP.) CONFORM TO SECTION 11B-502, 2019 CBC. r-� Af%/1rf'%t%InI r 1171An1/IAIf'% 0nAf'%C0 PER 2019 CBC FIG. 11B-502.3.3 CONSTRUCTION NOTES D In 1O PROTECT IN PLACE EXISTING SPECIFIED ITEM NOTED ON PLAN CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201 DROP-OFF STRIPING 5e CONSTRUCT CROSS GUTTER & SPANDREL PER CITY OF LA QUINTA STD. DWG. N0. 230 (MODIFIED, GTR. WIDTH = 6') 59 CONSTRUCT 3.5" A.C. PAVING OVER 5.5" CLASS II AGGREGATE BASE 10 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (SEE PLAN FOR WIDTH) 14 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD.DWG. N0, 250, CASE "E" 15 INSTALL TRUNCATED DOMES PER 2018 CBC REQUIREMENTS 17 REMOVE AND DISPOSE OF EXISTING BARRICADE 19 CONSTRUCT 14 -FOOT -WIDE DRIVEWAY APPROACH FOR FUTURE IMPROVEMENTS PER CITY OF LA QUINTA STD. DWG. NO. 221 20 INSTALL "STOP" PAVEMENT MARKING LEGEND AND STOP BAR PER CALTRANS STD. DWG. A24D AND A24E 21 PAINT 4" SOLID WHITE LANE STRIPE ALONG CLUBHOUSE DRIVE CENTERLINE 22 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 3 (SIGN TYPE NOTED ON PLAN) 23 INSTALL ACCESSABILITY PARKING SIGN (R1OOB) AT SITE ENTRANCE AS PER DETAIL 13 ON SHEET 3 24 INSTALL "STOP" SIGN PER MUTCD R1-1 33 PAINT 4" -WIDE WHITE STRIPING FOR DROP-OFF AREA PER DETAIL ON SHEET 3 �r 11MCF1AEL RCE Na C43DOO Eli". 3/31 /M DATE: CONSTRUCTION NOTES - STORM DRAIN PLANS 4 INSTALL 18" ADS DOUBLE WALL CORRUGATED HDPE 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 5 INSTALL 24" ADS DOUBLE WALL CORRUGATED HDPE ® 1.07. MINIMUM (UNLESS OTHERWISE NOTED) 8 INSTALL 24"x24" CATCH BASIN 8c TRAFFIC -RATED SOLID COVER, RISER, NDS #2400 (OR APPROVED EQUAL). CffY if LA CAJWTA I aW ()F LA QL*aA, CoLwN OF RAE, STATE OF M PRECISE GRADING, PAVING AND STORM DRAIN PLANS DAW ��� S�LVERRC�CM� RESORT GOLF OL SE AND ENTRY DRIVEWAY rEXF_ 00/30/20 SHEET 3 OF 4 SHgm ,tee WAOKR >I1110 Mf 114 OF SEC. 5 & IM. ME It SE 1 4 CF %C. 8, ?.IIS:, & X., S:111-94 4. FILE NO. OATt JULY :M Ft*. SILVERWXK DE'V€LOPMEMT COMPANY, LL:C. 18'x12' 18G4. REFLECTNE PORCELAIN ENAMEL S7ANa4RD ACCESSIBLE PARKING' SIGN WAN IDEN700477ON SYMBOL & ADDITIONAL LANGUAGE OR AN iv ADD177ONAL SIGN BELOW THE ISA SIGN SHALL STA7F MINIMUM ANE $250' BOLT TO M POST & PROWDE TELEPHONE 07 NUMBER J 8'x 12'x 186A. cn REFLECTIVE PORCELAIN ENAMEL SIGNAGE STAI7NG VAN Q o u) PARKING ONLY' � z ® ® III x__ FINISH GRADE "Unauthorized" vehicles parked in designated accessible spaces not displaying distinguishing placards or special license plates issued for persons with disabilities will be towed away at the owner's expense. Towed vehicles may be reclaimed at: _ or by telephoning _- WHITE ON BLUE BACKGROUND V' ` MIN. LEITER PARKING ACCESSIBLE HEIGHT OF 1 INCH ....ONLY - - -- - - - ---------- VAN ACCESSIBLE SIGN (R99A) Lj IM PARKING SIGN (R99) 12'x8" SITE ENTRANCE SIGN (R1OOB) 12'x18" NOT TO SCALE 17'x22' MIN. NOT TO SCALE NOT TO SCALE nr.r+rnnlnlll IT\/ MAr3V1k1f_- C'It__`AIC ACCESSIBLE SIGN VAN ACCESSIBLE SIGN (11B-502.6) (11B-502.6) - - -------- - -- - - -- --r- --er------ 36" WIDE TRUNCATED DOMES •,aa 4'.3 "i C}'�d�4 f�Uwt3 .,- G7 `a�OGb'Gl �'- fl�7y; � ,yQ�(a''Gx�pgp���q�,7�r��3`"OVOC'C5p C.- -- ��-r+�« ¢4L'i/DOO-) ri]JnQt�]abS7p[7c�7Q+i�-nnC'''q 7 C14 1 TYP. L CONC. WHEEL PAINT 4" BLUE STRIPING STOP (TYP) ALONG EDGE OF PAVEMENT 4" BLUE STRIPING p z � 9' MIN. 5' MIN. 2% MAX. SLOPE IN ANY 11 8' MIN. FOR DIRECTION WITHIN ACCESSIBLE VAN ACCESSIBLE 3'MIN. PARKING SPACE AND ACCESS \SPACE SQUARE AISLE 60 WHITE PAINT INTERNATIONAL SYMBOL OF YPARING ACCESSIBLITY (ISA) PAVEMENT MARKING (11B-502.6.4.1) BLUE BACKGROUND PAINT HIGH WHITE NOTE LETTERING ALL ACCESSIBLE PARKING STRIPING, SIGNS TO REFERENCE SIGNAGE AND PAVEMENT MARKINGS SHALL CVC 22500.1 (TYP.) CONFORM TO SECTION 11B-502, 2019 CBC. r-� Af%/1rf'%t%InI r 1171An1/IAIf'% 0nAf'%C0 PER 2019 CBC FIG. 11B-502.3.3 CONSTRUCTION NOTES D In 1O PROTECT IN PLACE EXISTING SPECIFIED ITEM NOTED ON PLAN CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201 DROP-OFF STRIPING 5e CONSTRUCT CROSS GUTTER & SPANDREL PER CITY OF LA QUINTA STD. DWG. N0. 230 (MODIFIED, GTR. WIDTH = 6') 59 CONSTRUCT 3.5" A.C. PAVING OVER 5.5" CLASS II AGGREGATE BASE 10 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (SEE PLAN FOR WIDTH) 14 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD.DWG. N0, 250, CASE "E" 15 INSTALL TRUNCATED DOMES PER 2018 CBC REQUIREMENTS 17 REMOVE AND DISPOSE OF EXISTING BARRICADE 19 CONSTRUCT 14 -FOOT -WIDE DRIVEWAY APPROACH FOR FUTURE IMPROVEMENTS PER CITY OF LA QUINTA STD. DWG. NO. 221 20 INSTALL "STOP" PAVEMENT MARKING LEGEND AND STOP BAR PER CALTRANS STD. DWG. A24D AND A24E 21 PAINT 4" SOLID WHITE LANE STRIPE ALONG CLUBHOUSE DRIVE CENTERLINE 22 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 3 (SIGN TYPE NOTED ON PLAN) 23 INSTALL ACCESSABILITY PARKING SIGN (R1OOB) AT SITE ENTRANCE AS PER DETAIL 13 ON SHEET 3 24 INSTALL "STOP" SIGN PER MUTCD R1-1 33 PAINT 4" -WIDE WHITE STRIPING FOR DROP-OFF AREA PER DETAIL ON SHEET 3 �r 11MCF1AEL RCE Na C43DOO Eli". 3/31 /M DATE: CONSTRUCTION NOTES - STORM DRAIN PLANS 4 INSTALL 18" ADS DOUBLE WALL CORRUGATED HDPE 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 5 INSTALL 24" ADS DOUBLE WALL CORRUGATED HDPE ® 1.07. MINIMUM (UNLESS OTHERWISE NOTED) 8 INSTALL 24"x24" CATCH BASIN 8c TRAFFIC -RATED SOLID COVER, RISER, NDS #2400 (OR APPROVED EQUAL). CffY if LA CAJWTA I aW ()F LA QL*aA, CoLwN OF RAE, STATE OF M PRECISE GRADING, PAVING AND STORM DRAIN PLANS DAW ��� S�LVERRC�CM� RESORT GOLF OL SE AND ENTRY DRIVEWAY rEXF_ 00/30/20 SHEET 3 OF 4 SHgm ,tee WAOKR >I1110 Mf 114 OF SEC. 5 & IM. ME It SE 1 4 CF %C. 8, ?.IIS:, & X., S:111-94 4. FILE NO. OATt JULY :M Ft*. SILVERWXK DE'V€LOPMEMT COMPANY, LL:C. GRADING AND PAVING UNIT QUANTITY CONSTRUCTION NOTES UNIT QUANTITY O PROTECT IN PLACE EXISTING SPECIFIED ITEM LS 1 02 CONSTRUCT 6" CURB PER CITY OF LA QUINTA STD. DWG. NO. 600 2 INSTALL 6" ADS DOUBLE WALL CORRUGATED HDPE @ 1.0% 210 LF 170 O CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STD. 235 <4> INSTALL 18" ADS DOUBLE WALL CORRUGATED HDPE @ 1.0% DWG. NO. 201 LF 1370 05 CONSTRUCT CROSS GUTTER & SPANDREL PER CITY OF LA 500 5 INSTALL 24" ADS DOUBLE WALL CORRUGATED HDPE @ 1.0% QUINTA STD. DWG. NO. 230 (MODIFIED, GTR. WIDTH = 6') SF 1280 ® CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD.DWG. 135 6 INSTALL 9"x9" CATCH BASIN & GRATE, RISER, NDS #900, NO. 250, CASE "A" EA 2 900-4, 916 & 990 (OR APPROVED EQUAL). INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER FOR FH 6 <8> INSTALL 24"x24" CATCH BASIN & TRAFFIC -RATED SOLID LOCATION EA 1 09 CONSTRUCT 4.5" A.C. PAVING OVER 5.5" CLASS II 2 10 INSTALL 6" ROUND SPEF-D BASIN & 6" GRATE, NDS #101, AGGREGATE BASE SF 4800 10 CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE 7 11 CONNECT TO BUILDING DOWNSPOUT. SEE ARCHITECT'S PLANS. ARCHITECT'S PLAN (SEE PLAN FOR WIDTH) SF 20,585 11 CONSTRUCT 3.5" MIN. PCC FLATWORK PER LANDSCAPE PLANS AND DETAIL ON SHEET 2. ARCHITECT'S PLAN SF 4000 14 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD.DWG- SPACE NOT l0 SCALE NOT TO SCALE Ar"`r`CC%C%IMI1 ITX/ MA MIo0'1AI!"% C%If-%AIC+ NO. 250, CASE "E" EA 7 15 INSTALL TRUNCATED DOMES PER 2019 CBC REQUIREMENTS SF 120 1 CONSTRUCT " C 6 MIN. PCC GOLF CART PATH OVER COMPACTED NATIVE SO IL( SEE PLAN FOR WIDTH 5F 13,000 17 REMOVE AND DISPOSE OF EXISTING BARRICADE EA 1 18 CONSTRUCT 8' SCREEN WALL PER LANDSCAPE ARCHITECT'S PLAN LF 200 19 CONSTRUCT 14 FOOT WIDE DRIVEWAY APPROACH FOR FUTURE NO IMPROVEMENTS PER CITY OF LA QUINTA STD. DWG, NO. 221 EA 1 20 INSTALL "STOP" PAVEMENT MARKING LEGEND AND STOP BAR ACCESSIBILITY (ISA) PER CALTRANS STD. DWG. A24D AND A 24E EA 1 21 INSTALL 4" SOLID WHiITE LANE STRIPE ALONG CLUBHOUSE � DRIVE CENTERLINE LF 540 22 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 3 (SIGN TYPE NOTED ON PLAN) EA 4 23 INSTALL ACCESSIBILITY PARKING SIGN (R100B) AT SITE (11B-502.6.4.1) BLUE BACKGROUND PAINT 12" HIGH WHITE ENTRANCE AS PER DETAIL 13 ON SHEET 3 EA 1 24 INSTALL "STOP" SIGN PER MUTCD R1-1 EA 1 25 INSTALL FIRE LANE MARKINGS PER RIVERSIDE COUNTY FIRE SIGNAGE AND PAVEMENT MARKINGS SHALL LANE REQUIREMENTS, FORM 11, FIGURE 4 EA 1 26 INSTALL REMOVABLE BOLLARD PER LANDSCAPE ARCHITECT'S r ACCESSIBLE PARKING SPACES PLANS. EA 4 CONSTRUCTION NOTES STORM UNIT QUANTITY DRAIN PANS 1 INSTALL 4" ADS DOUBLE WALL CORRUGATED HDPE 0 1.0% NO S H E E T 3 4 OF SHEETS WITH IDEN70CAAON SYMBOL MINIMUM (UNLESS OTHERWISE NOTED) LF 600 2 INSTALL 6" ADS DOUBLE WALL CORRUGATED HDPE @ 1.0% PARKING placards or special license plates issued for DATF JULY 2020 MINIMUM (UNLESS OTHERWISE NOTED) LF 235 <4> INSTALL 18" ADS DOUBLE WALL CORRUGATED HDPE @ 1.0% ENTIRE NUMBER telephoning MINIMUM (UNLESS OTHERWISE NOTED) LF 500 5 INSTALL 24" ADS DOUBLE WALL CORRUGATED HDPE @ 1.0% BLOCK PARKING ONLY' MINIMUM (UNLESS OTHERWISE NOTED) LF 135 6 INSTALL 9"x9" CATCH BASIN & GRATE, RISER, NDS #900, 900-4, 916 & 990 (OR APPROVED EQUAL). EA 6 <8> INSTALL 24"x24" CATCH BASIN & TRAFFIC -RATED SOLID I GN TYPE D SIGN TYPE [fl SIGN TYPE COVER, RISER, NDS #2400 (OR APPROVED EQUAL). EA 2 10 INSTALL 6" ROUND SPEF-D BASIN & 6" GRATE, NDS #101, PARKING 1201, 250, 300 & 50 (OR APPROVED EQUAL). EA 7 11 CONNECT TO BUILDING DOWNSPOUT. SEE ARCHITECT'S PLANS. EA 2 1 CONNECT TO BUILDING RAIN CHAIN. SEE ARCHITECT'S INCH PLANS AND DETAIL ON SHEET 2. EA g w id FUTURE IMPROVEMENTS ,\ : SO NN BASIN B 9.O0I NV OUT I ] f _ ^] 23.06N:. fBSW \ 22.46T ��. 22.13FL) { \ S} V EXISTING 10" PVC SEEWER PER SILVERROCK WAY IMPROVEMENT F, ANS 92IL O s F s� E><. 24 RCP STORM Df ��,. � ., �.� � •. EXISTING,8" DIP WATER PER SILVERROCK WAY PER SILVERRQCK WAY IMPROV T AMEN PLANS IMPROVEMENT PLANS til } J IN EX. / ` 22.57TC o j 21.74 FL 23 21 .86TC _ 0j. 20 \ (21 .53FL `�x�, 1O.29INV OUT `, 2 / 22.73TC � ,q Q \;22 IN EX. �- 3 22.23FL .57TC.07FL.J 22.80TC 23.24TC b � \ X Ir ti i I 22.74FL 22 30FL� / \ EX. 24" RCP STORM DRA»,: / 22 65FS PER SILVERROCK WAY 23.17TC fw 22.67FL \ _- IMPROVEMENT S '�� , I •,� `' Opp$, , i I \ 23 09TC 2.73TC -" _ -<<� \N 22.59FL 22.34FL fi �2.2 f L �c I 22.86TC r` 3 Y :,,� --+1► . CONNECT TO \� 22.72RIM. i _ '" �e is -......._.._..... e "' 8 11.90IjJV 5 22. 6FL EX. CB _.. _... 10.59I NV IN ! 15 C,�, 4 5 130.75 LF ' S=1.00% ti P.. 23 20T '01 22 45FI_ 22.70FL UTILITY X-ING >,O 22 99TC CF 8 DW 18.00INV TYPE 2 22 22.49FL� 24" SD 13.80TOP /. �...._.__.;_.,....... 10 1001C ?�1� 22 50FL 01 BTS,: 20 10 0 J J Q 20 SCALE: 1"=20' FIRE LANE SIGN LEGEND NO FIRE LANE FIRE LANE PARKING APPROVAL BY: zvoviw 4v=iiiia�7 BRYA MCKINNEY CITY ENUNFER R.C.E. NO. 49418 "4CCESSIBLE PARKING' SIGN NO S H E E T 3 4 OF SHEETS WITH IDEN70CAAON SYMBOL NO PARKING DRAWN KE FIRE accessible spaces not displaying distinguishing FILE NO, PARKING placards or special license plates issued for DATF JULY 2020 OF persons with disabilities will be towed away at the LANE owner's expense. Towed vehicles may be reclaimed POST & PROVIDE TFLE]'NOIVE ENTIRE NUMBER telephoning VEHICLES BY DESCRIPTION - APP 'D DATE BLOCK PARKING ONLY' BEYOND 17NISH GRADE TH15 PN OIOI CYC 97�i049 CMC 0.1 9950 CYC 7 I GN TYPE D SIGN TYPE [fl SIGN TYPE 20' - LIMIT OF WORK --_ 33 P -OFF STRIPING rr� 17� j. 4 308.2 LF S=2.24%,. 1 22) TYPE 2 A",ti , a 3 c� : I PAVING LEGEND 23 . a2TC AC PAVEMENT 23.32FL t 0 0 0000 E 23.98TC ti0 TRUNCATED DOMES �000a000a �'' ` ` ' � " y' . '� �23.48FL��o �23.85FS �\ , FUTURE I NTS ,14 15 ` 3 PCC SIDEWALK °" \ d 5'€ . 23.48EL 24.52TC / 24.291C I 24.02EL �. 23.79FL 14 ; MATCH LINE SEE SHEET 20 BENCHMARK: BASIS OF BEARINGS - D71 CITY OF LA QUINTA BM #430 Description: 1 112" COPPERwELD THE BEARINGS SHOWN HEREON ARE BASED MONUMENT. STAMPED "LS-98",FLUSH AT THE CENTERLINE UPON THE CALIFORNIA COORDINATE SYSTEM, INTERSECTION OFAVENUE 54 AND JEFFERSON STREET, ELEVATION = 5.467'(NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY DEAL TWO WORKING ELEVATION =3.216'(NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA BEFORE= � DAYS BEFORE PROJECT ELEVATION ATBM#430 QUINTA CS2005 (P491) AND COLLEGE OF YOU DIG+� YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' THE DESERT (COTD), (POSITIONS PER tram the elevations shown). NATIONAL GFODET I C SURVEY, NAD83 , EPOCH TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0 681'to the 2011.00) AS SHOWN ON THE NATIONAL A PUBLIC SERVICE BY elevations shown) GEODETIC SURVEY PUBLISHED DATA SHEETS UNDERGROUND SERVICE ALERT ELEVATION=3.903' nr-T,. u1 .E A,1 -,I,- -11- �o QROF ESS lC�q\ t7 m a � No. 043090 � I N T E R N AT 10 N A L 75410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 - MBAKERINTL.COM MICHAEL, TYLMAN RCE NO. C43090 EXP. 3/31/2022 DATE: 40 18'x12' 18GA. REFLECTIVE PMCEUIN ENAMEL STANDARD p APPROVAL BY: zvoviw 4v=iiiia�7 BRYA MCKINNEY CITY ENUNFER R.C.E. NO. 49418 "4CCESSIBLE PARKING' SIGN CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T 3 4 OF SHEETS WITH IDEN70CAAON SYMBOL "Unauthorized" vehicles parked in designated DRAWN KE ALIDITIONAL L4WLI4GE OR AN accessible spaces not displaying distinguishing FILE NO, ADD171ONAL SIGN BELOW THE placards or special license plates issued for DATF JULY 2020 ISA SIGN SHALL STATE persons with disabilities will be towed away at the 'MINIMUM FINE #250* BOLT 10 owner's expense. Towed vehicles may be reclaimed POST & PROVIDE TFLE]'NOIVE at: or by NUMBER telephoning DATE BY DESCRIPTION - APP 'D DATE F- R E V I S I O N S �o QROF ESS lC�q\ t7 m a � No. 043090 � I N T E R N AT 10 N A L 75410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 - MBAKERINTL.COM MICHAEL, TYLMAN RCE NO. C43090 EXP. 3/31/2022 DATE: 40 18'x12' 18GA. REFLECTIVE PMCEUIN ENAMEL STANDARD p APPROVAL BY: zvoviw 4v=iiiia�7 BRYA MCKINNEY CITY ENUNFER R.C.E. NO. 49418 "4CCESSIBLE PARKING' SIGN CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T 3 4 OF SHEETS WITH IDEN70CAAON SYMBOL "Unauthorized" vehicles parked in designated DRAWN KE ALIDITIONAL L4WLI4GE OR AN accessible spaces not displaying distinguishing FILE NO, ADD171ONAL SIGN BELOW THE placards or special license plates issued for DATF JULY 2020 ISA SIGN SHALL STATE persons with disabilities will be towed away at the 'MINIMUM FINE #250* BOLT 10 owner's expense. Towed vehicles may be reclaimed POST & PROVIDE TFLE]'NOIVE at: or by NUMBER telephoning 8 x 12 x 18CA. REFLECTIVE PORCELAIN ENAMEL WNIIE ON BLUE 84CKGROUND SGA4GE STA77NG VAN PARKING ONLY' 17NISH GRADE A " 9' MIN. 5' MIN. MIN. LETTER 2% MAX. SLOPE IN ANY PARKING ACCESS BLS 3'MIN. HEIGHT OF 1 DIRECTION WITHIN ACCESSIBLE NAY . .,.,..,,, INCH VAN ACCESSIBLE SIGN (R99A) PARKING SPACE AND ACCESS LSA PARKING SIGN (R99) 12"x8" SITE ENTRANCE SIGN (R 1006) 12 X18" NOT TO SCALE 17 x22" MIN. SPACE NOT l0 SCALE NOT TO SCALE Ar"`r`CC%C%IMI1 ITX/ MA MIo0'1AI!"% C%If-%AIC+ NOT TO SCALE VAN ACCESSIBLE SIGN ACCESSIIBLE SIGN (11B-502.6) (118-502-6) 7�-- E t tet)"` f .fir,= ; i:�� yf5` a i � .. � £xQ cc) ��si � ;Sa n st��:. �- 36 WIDE TRUNCATED DOMES 1 TYP.CONC. WHEEL STOP (TYP) PAINT 4" BLUE STRIPING ALONG EDGE OF PAVEMENT NOT TO SCALE PER 2019 CBC FIG. 118-502.3.3 CONSTRUCTION NOTES O PROTECT IN PLACE EXISTING SPECIFIED ITEM NOTED ON PLAN O CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201 OS CONSTRUCT CROSS GUTTER & SPANDREL PER CITY OF LA QUINTA STD. DWG. NO. 230 (MODIFIED, GTR. WIDTH = 6'} ® CONSTRUCT 3.5" A. C. PAVING OVER 5.5" CLASS II AGGREGATE BASE 1D CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (SEE PLAN FOR WIDTH) 14 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD. DWG. NO. 250, CASE "E" 15 INSTALL TRUNCATED DOMES PER 2018 CBC REQUIREMENTS 17 REMOVE AND DISPOSE OF EXISTING BARRICADE 19 CONSTRUCT 14 -FOOT -WIDE DRIVEWAY APPROACH FOR FUTURE IMPROVEMENTS PER CITY OF LA QUINTA STD. DWG. NO. 221 20 INSTALL STOP" PAVEMENT MARKING LEGEND AND STOP BAR PER CALTRANS STD_ DWG. A24D AND A24E 21 PAINT 4" SOLID WHITE LANE STRIPE ALONG CLUBHOUSE DRIVE CENTERLINE 22 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 3 (SIGN TYPE NOTED ON PLAN) 23 INSTALL ACCESSABILITY PARKING SIGN (R100B) AT SITE ENTRANCE AS PER DETAIL 13 ON SHEET 3 24 INSTALL "STOP" SIGN PER MUTCD R1-1 33 PAINT 4" -WIDE WHITE STRIPING FOR DROP-OFF AREA PER DETAIL ON SHEET 3 CONSTRUCTION NOTES - STORM DRAIN PLANS 4 INSTALL 18" ADS DOUBLE WALL CORRUGATED HDPE 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 5 INSTALL 24" ADS DOUBLE WALL CORRUGATED HDPE @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 8 INSTALL 24"x24" CATCH BASIN & TRAFFIC -RATED SOLID COVER, RISER, NDS #2400 (OR APPROVED EQUAL). 4" BLUE STRIPING p APPROVAL BY: zvoviw 4v=iiiia�7 BRYA MCKINNEY CITY ENUNFER R.C.E. NO. 49418 CITY OF LA QUINTA DATE 9l� zpzo EXP. 09/30/20 CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T 3 4 OF SHEETS PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN SILVERROCK RESORT GOLF CLUBHOUSE AND ENTRY DRIVEWAY LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & 5E 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. DWG. NAME DRAWN KE DESIGNED KE JOB NUMBER 173677 FILE NO, SCALE AS NOTED CHECKED RV DATF JULY 2020 EOR: SILVERROCK DEVELOPMENT COMPANY, L.L.C. 9' MIN. 5' MIN. 2% MAX. SLOPE IN ANY 8' MIN. FOR 3'MIN. DIRECTION WITHIN ACCESSIBLE VAN ACCESSIBLE PARKING SPACE AND ACCESS �I SPACE SQUARE AISLE 60 WHITE PAINT INTERNATIONAL SYMBOL OF NO ACCESSIBILITY (ISA) PAR ING � PAVEMENT MARKING (11B-502.6.4.1) BLUE BACKGROUND PAINT 12" HIGH WHITE NOTE LETTERING ALL ACCESSIBLE PARKING STRIPING, SIGNS TO REFERENCE SIGNAGE AND PAVEMENT MARKINGS SHALL CVC 22500.1 (TYP.) CONFORM TO SECTION 11B-502, 2019 CBC. r ACCESSIBLE PARKING SPACES NOT TO SCALE PER 2019 CBC FIG. 118-502.3.3 CONSTRUCTION NOTES O PROTECT IN PLACE EXISTING SPECIFIED ITEM NOTED ON PLAN O CONSTRUCT 6" CURB & GUTTER PER CITY OF LA QUINTA STD. DWG. NO. 201 OS CONSTRUCT CROSS GUTTER & SPANDREL PER CITY OF LA QUINTA STD. DWG. NO. 230 (MODIFIED, GTR. WIDTH = 6'} ® CONSTRUCT 3.5" A. C. PAVING OVER 5.5" CLASS II AGGREGATE BASE 1D CONSTRUCT 3.5" MIN. PCC SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN (SEE PLAN FOR WIDTH) 14 CONSTRUCT ACCESS RAMP PER CITY OF LA QUINTA STD. DWG. NO. 250, CASE "E" 15 INSTALL TRUNCATED DOMES PER 2018 CBC REQUIREMENTS 17 REMOVE AND DISPOSE OF EXISTING BARRICADE 19 CONSTRUCT 14 -FOOT -WIDE DRIVEWAY APPROACH FOR FUTURE IMPROVEMENTS PER CITY OF LA QUINTA STD. DWG. NO. 221 20 INSTALL STOP" PAVEMENT MARKING LEGEND AND STOP BAR PER CALTRANS STD_ DWG. A24D AND A24E 21 PAINT 4" SOLID WHITE LANE STRIPE ALONG CLUBHOUSE DRIVE CENTERLINE 22 INSTALL FIRE LANE SIGN PER DETAIL ON SHEET 3 (SIGN TYPE NOTED ON PLAN) 23 INSTALL ACCESSABILITY PARKING SIGN (R100B) AT SITE ENTRANCE AS PER DETAIL 13 ON SHEET 3 24 INSTALL "STOP" SIGN PER MUTCD R1-1 33 PAINT 4" -WIDE WHITE STRIPING FOR DROP-OFF AREA PER DETAIL ON SHEET 3 CONSTRUCTION NOTES - STORM DRAIN PLANS 4 INSTALL 18" ADS DOUBLE WALL CORRUGATED HDPE 0 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 5 INSTALL 24" ADS DOUBLE WALL CORRUGATED HDPE @ 1.0% MINIMUM (UNLESS OTHERWISE NOTED) 8 INSTALL 24"x24" CATCH BASIN & TRAFFIC -RATED SOLID COVER, RISER, NDS #2400 (OR APPROVED EQUAL). APPROVAL BY: zvoviw 4v=iiiia�7 BRYA MCKINNEY CITY ENUNFER R.C.E. NO. 49418 CITY OF LA QUINTA DATE 9l� zpzo EXP. 09/30/20 CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T 3 4 OF SHEETS PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN SILVERROCK RESORT GOLF CLUBHOUSE AND ENTRY DRIVEWAY LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & 5E 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. DWG. NAME DRAWN KE DESIGNED KE JOB NUMBER 173677 FILE NO, SCALE AS NOTED CHECKED RV DATF JULY 2020 EOR: SILVERROCK DEVELOPMENT COMPANY, L.L.C. 1 { lw % e ,.�pmaca�amaonaovJ.:.. ��q 9 ,p` ��Yboa paoap-y EE LEFT LINE/CURVE DATA TABLE BEARING/DELTA RADIUS 1�0 BEARING/DELTA RADIUS LENGTH TANGENT 1 (NOT USED) -- -- -- 2 78°22'21" 194.00' 265.36' 158.15' 3 40053'47" 80.00' 57.10' 29.83' 4 NO3053'51"E -- 5.25' -- 5 68636'25" 55.00' 65.86' 37.52' 6 18°45'10" 85.00' 27.82' 14.04' 7 N45'57'24"W -- 97.12' -- 8 N41022'25"E -- 32.79' -- 9 23031'34" 179.00' 73.50' 37.27' 10 53°34'31" 179.00' 167.38' 90.37' 11 35155'34" 140.00' 87.78' 45.39' 12 78°10'17" 30.00' 40.93' 24.37' 13 32000'59" 75.00' 41.91' 21.52' 14 N45057'24"W -- 84.03' -- 15 N41°22'25"E -- 32.79' -- 16 04°53'13" 209.00' 17.83' 8.92' 17 85°23'00" 10.00' 14.90' 9.23' 18 N58007 '48"W -- 3.43' ---- 19 N58°07'48"W -- 5.05' -- 20 82433'21" 10.00' 14.41' 8.78' 21 54°14'32" 209.00' 197.86' 107.05' 22 73°51'43" 10.00' 12.89' 7.52' 23 N44°02 44"E -- 6.70' -- ,.�pmaca�amaonaovJ.:.. ��q 9 ,p` ��Yboa paoap-y EE LEFT oz b 20 10 0 20 40 60 SCALE: 1"=20' 0 N _I LJ J Q U US 4 LINE/CURVE DATA TABLE BEARING/DELTA RADIUS �0 BEARING/DELTA RADIUS LENGTH TANGENT 24 126°33'07" 10.00' 22.09' 19.86' 25 53°26'45" 65.00' 60.63' 32.72' 26 N44002'36"E -- 38.95' -- 27 193°41'07" 32.25' 109.02' -- 28 N30021 '29"E -- 7.00' -- 29 103041'07" 20.00' 36.19' 25.45' 30 N45°57'24"W -- 32.53' -- 31 90°00'00" 30.00' 47.12' 30.00' 32 N44602'36"E -- 191.05' -- 33 86°38'23" 24.00' 36.29' 22.63' 34 166°18'53" 7.00' 20.32' 58.33' 35 N30°21'29"E -- 27.08' -- 36 193°41'07" 10.25' 34.65' -- 37 N44°02'36"E -- 27.08' -- 38 N45°57'24"W -- 4.00' -- 39 N45'57'24"W -- 7.00' -- 40 180°00'00" 2.50' 7.85' -- 41 N45°57'24"W -- 7.00' -- 42 180000'00" 2.50' 7.85' -- 43 N45057'24"W -- 12.00' -- 44 180000'00" 2.50' 7.85' -- 45 N450 57'24"W -- 12.00' -- 46 180°00'00" 2.50' 7.85' -- oz b 20 10 0 20 40 60 SCALE: 1"=20' 0 N _I LJ J Q U US 4 ...... ..... . ................. BENCHMARK BASIS OF BEARINGS: AP�o+�Ail � crrr � u cwl�rTA CM OF !A STA, CCUNTY OF MVEME, STATE CW CALF S M E E T TIf "TNM �+ ON PK s r�j k0AJW; T. OTS I.&W, F.� AT THE 1TEIR l� ! WMEC"AOFAw 54AT�D�asT>gl�P. ue�l T� GrLIfi�I�I,IA c�aw0�H14TE �. � PRECISE GRADING, PAVING AND STORM DRAIN PLANS C Rl3, 6. AS DEMN[IM LOCALLY +� ��t 7 4 _ E� BY TW LIFE VATICHS _ - � 1MTEItNAT10NAL �/ ILS ERRO KRE RT � BEFORE DAYS T v r till II KrA CS20M (P491) AND �I� OF � � �� DA � i OF SHEETS DlwO>o ori, sail. tti0rY mdur,r GOLF GL AND ENTRY L3RIlY ISE E � t:� ,�,� A eM etr YOU DIC, YOU IXG [To a► obs P!v W €b"ooft it NAVOW ra60. I -W THE �T (CM) , (POSI'T1016 Phi ,k � Ptd Onot. CA 2W I CrTY CHORt�l� DWC. NAME t M� y NAiIOWL GEMETIC �Y PI03 EPi>CI� 10/6/20 MBI ADDED GG LANDSCAPE MATERIAL - DETAIL /6 f� ,IY ` Pow. �1 7401 . �.CO rt.0 F. k*. X11416 fXp- 00/30/20 TOLL FREE ELEPN( Ill (To afto PfW E*VI N ol 1if34'L1QY, AM OW 10 �. r t 019 Ai�t 2011.00) AS � ON THE NiATIO& DATE 8Y Txa�t A GATE � Cllr al" � 914120 KE , . � JOB � MW LOCATED VTWK Sl 1/4 OF SC. S t 00. NE t SE 1/4 ff U. 8, T.�.,IRJE. r 5.8.9411, FILL NO. lit l.1 GEODETIC SURVEY PI�ISFEYI C111TA WETSFM klhl�l] SERVICE ALERT VAT" x a.1Ert _..... scuo ,� �or�c� �► a�TE .r�t.Y SIL OCK DEVELOPMENT COMPANY. L.L_C. ING N . 40 16' 30.20" 8 . R I< V 15 I 0 N S IrIlC 1AQ RCE III). Cwt ISP. 3 DiiTE: LINE/CURVE DATA TABLE ID BEARING/DELTA RADIUS LENGTH TANGENT 47 N59'38'31"W -- 5.00' -- 48 N30°21'29"E 14.84' 49 N30621'29"E -- 19:99' -- 50 108°19'32" 1 15.00' 1 28.36' 1 20.77' ...... ..... . ................. BENCHMARK BASIS OF BEARINGS: AP�o+�Ail � crrr � u cwl�rTA CM OF !A STA, CCUNTY OF MVEME, STATE CW CALF S M E E T TIf "TNM �+ ON PK s r�j k0AJW; T. OTS I.&W, F.� AT THE 1TEIR l� ! WMEC"AOFAw 54AT�D�asT>gl�P. ue�l T� GrLIfi�I�I,IA c�aw0�H14TE �. � PRECISE GRADING, PAVING AND STORM DRAIN PLANS C Rl3, 6. AS DEMN[IM LOCALLY +� ��t 7 4 _ E� BY TW LIFE VATICHS _ - � 1MTEItNAT10NAL �/ ILS ERRO KRE RT � BEFORE DAYS T v r till II KrA CS20M (P491) AND �I� OF � � �� DA � i OF SHEETS DlwO>o ori, sail. tti0rY mdur,r GOLF GL AND ENTRY L3RIlY ISE E � t:� ,�,� A eM etr YOU DIC, YOU IXG [To a► obs P!v W €b"ooft it NAVOW ra60. I -W THE �T (CM) , (POSI'T1016 Phi ,k � Ptd Onot. CA 2W I CrTY CHORt�l� DWC. NAME t M� y NAiIOWL GEMETIC �Y PI03 EPi>CI� 10/6/20 MBI ADDED GG LANDSCAPE MATERIAL - DETAIL /6 f� ,IY ` Pow. �1 7401 . �.CO rt.0 F. k*. X11416 fXp- 00/30/20 TOLL FREE ELEPN( Ill (To afto PfW E*VI N ol 1if34'L1QY, AM OW 10 �. r t 019 Ai�t 2011.00) AS � ON THE NiATIO& DATE 8Y Txa�t A GATE � Cllr al" � 914120 KE , . � JOB � MW LOCATED VTWK Sl 1/4 OF SC. S t 00. NE t SE 1/4 ff U. 8, T.�.,IRJE. r 5.8.9411, FILL NO. lit l.1 GEODETIC SURVEY PI�ISFEYI C111TA WETSFM klhl�l] SERVICE ALERT VAT" x a.1Ert _..... scuo ,� �or�c� �► a�TE .r�t.Y SIL OCK DEVELOPMENT COMPANY. L.L_C. ING N . 40 16' 30.20" 8 . R I< V 15 I 0 N S IrIlC 1AQ RCE III). Cwt ISP. 3 DiiTE: TC Llt4 SEE RIGHT �4 \ 1 \ h t v F, O rJ 7_3 i t �o << a P. P� w / J 9 50 \` \ Vie°° Deo 36 i � > � �'"� `sem DATE I BY _ DESCRIPTION I APP'D I DATE R E V I S 1 0 N S �oQ�pFESS10�9� L rr� Fy CD 0 m UJ No. 043090 ��'IV F QF CAL�Fp� 20 10 ❑ 20 40 60 LINE/CURVE DATA BENCHMARK: BASIS OF BEARINGS: �0 BEARING/DELTA RADIUS Ill D CITY OF EA QUINTA BM #430- Description: 1112" COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED nT MONUMENT, STAMPED °LS-98•',FLUSH AT THECENTERUNE UPON THE CALIFORNIA COORDINATE SYSTEM, -- INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. 78'22'21" 194.00' ELEVATION = 5.467' (NAVD88} CCS 83, ZONE 6, AS DETERMINED LOCALLY DIAL TWO WORKING ELEVATION = 3.215' (N GV D29) BY THE LINE BETWEEN USC&GS STATIONS LA BEFORE / DAYS BEFORE PROJECT ELEVATION AT BM 4430 QUINTA CS2005 (P491) AND COLLEGE OF YOU DIG f YOU DIG {To obtain Project Elevations in NAVD88 Datum Subtract 1.564' THE DESERT (COTD) , (POSITIONS PER -- trom the elevations shown) NATIONAL GEODETIC SURVEY, NAD83 , EPOCH TOLL FREE TELEPHONE: 811 (To obtain Project Elevations inNGVD29•Add 0.6B7'tothe 2011.00) AS SHOWN ON THE NATIONAL A PUBLIC SERVICE BY elevations shown). GEODETIC SURVEY PUBLISHED DATA SHEETS UNDERGROUND SERVICE ALERT ELEVATION=3.903' BEING N.40°16'30.20"W_ DATE I BY _ DESCRIPTION I APP'D I DATE R E V I S 1 0 N S �oQ�pFESS10�9� L rr� Fy CD 0 m UJ No. 043090 ��'IV F QF CAL�Fp� 20 10 ❑ 20 40 60 LINE/CURVE DATA TABLE TABLE �0 BEARING/DELTA RADIUS LENGTH TANGENT 1 (NOT USED) -- -- -- 2 78'22'21" 194.00' 265.36' 158.15' 3 40°53'47" 80.00' 57.10' 29.83' 4 NO3°53'51"E -- 5.25' -- 5 68'36'25" 55.00' 65.86' 37.52' 6 18°45'10" 85.00' 27.82' 14.04' 7 N45057'24"W -- 97-12' -- 8 N41 22'25"E -- 32.79' -- 9 23°31'34" 179.00' 73.50' 37.27' 10 53°34'31" 179.00' 167.38' 90.37' 11 35°55'34" 140.00' 87-78' 45.39' 12 78°10'17" 30.00' 40.93' 24.37' 13 32°00'59" 75.00' 41.91' 21.52' 14 N45°57'24"W -- 84.03' -- 15 N41022'25"E -- 32.79' -- 16 04°53'13„ 209.00' 17.83' 8.92' 17 85°23'00" 10.00' 14.90' 9.23' 18 N58°07'48"W -- 3.43' -- 19 N58°07'48"W -- 5.05' -- 20 82°33'21" 10.00' 14.41' 8.78' 21 54°14'32" 209.00' 197.86' 107.05' 22 73°51'43" 10.00' 12.89' 7.52' 23 N44°02'44"E -- 6.70' - - INTERNATIONAL 75-410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 MBAKERINTL.COM MICHAEL'TYLMAN RCE NO. C43090 EXP. 3/31/2022 DATE: APPROVALBY: BRYA MCKINNEY CITY ENGINEER R.C.E. NO. 49418 DRAWN KE DES#GNED KE SCALE AS NOTED CHECKED RV LINE/CURVE DATA TABLE BEARING/DELTA RADIUS ® BEARING/DELTA RADIUS LENGTH TANGENT 24 126'33'07" 10.00' 22.09' 19.86' 25 53°26'45" 65.00' 60.63' 32.72' 26 N44002'36"E -- 38.95' -- 27 193041'07" 32.25' 109.02' -- 28 N30°21'29"E --- 7.00' -- 29 103°41'07" 20.00' 36.19' 25.45' 30 N45°57'24"W -- 32.53' -- 31 1 90600'00" 30.00' 47.12' 30.00' 32 1 N44'02'36"E -- 191.05' -- 33 86038'23" 24.00' 36.29' 22.63' 34 166°18'53" 7.00' 20.32' 58.33' 35 N30°21'29"E -- 27.08' -- 36 193°41'07" 10.25' 34.65' -- 37 N44°02'36"E -- 27.08' -- 38 N45°57'24"W -- 4.00' - 39 N45°57'24"W -- 7.00' -- 40 180°00'00" 2.50' 7.85' -- 41 N45'57'24"W -- 7.00' -- 42 180°00'00" 2.50' 7.85' -- 43 N45°57'24"W -- 12.00' -- 44 180,00,00" 2.50' 7.85' -- 45 N45057'24"W -- 12.00' -- 46 180'00'00" 2.50' 7.85' -- BRYA MCKINNEY CITY ENGINEER R.C.E. NO. 49418 DRAWN KE DES#GNED KE SCALE AS NOTED CHECKED RV CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN 4 DATE ?/.J0/-zoz0 SILVERROCK RESORT OF 4 SHEETS HORIZONTAL CONTROL PLAN DWG. NAME EXP. 09/30/20 JOB NUMBER 173977 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.65.,R.7E., S.B.B.& M. FILE NO. DATE JULY 2020 FOR: SILVERROCK DEVELOPMENT COMPANY, L.L.C. 0 LINE/CURVE DATA TABLE ® BEARING/DELTA RADIUS LENGTH TANGENT 47 N59038'31"W -- 5.00' -- 48 N30°21'29"E 14.84' 49 N30021'29"E -- 19.99' -- 50 108°19'32" 15 - 00'T 28.36' 1 20.77' CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN 4 DATE ?/.J0/-zoz0 SILVERROCK RESORT OF 4 SHEETS HORIZONTAL CONTROL PLAN DWG. NAME EXP. 09/30/20 JOB NUMBER 173977 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.65.,R.7E., S.B.B.& M. FILE NO. DATE JULY 2020 FOR: SILVERROCK DEVELOPMENT COMPANY, L.L.C. 0