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SW2019-0001
/ 70 rn 42ND AVE o o Bermuda o w z Dunes z Indian Wells W La I Quinta W 0O 0 o= r Indio z o a 50TH AVE 52ND C ACHF�II�. CHANNEL .IIIA 54TH AVE VICINITY MAP NTS 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 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 ENVIRONMENTAL REGULATIONS 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 THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR MALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7. THE CITY ENGINEER SHALL APPROVE ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL DE 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 MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 30TH: MONDAY -FRIDAY 7:00 AM TO 5:30 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY -FRIDAY 6:00 AM TO 7:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DEBRIS 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 THE STATE MANUAL OF WARNING SIGNS, 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 PREVENTION PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. 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 CE 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 OTL 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.G.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 CE 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. SEE SHEET 9 FOR PRIVATE WATER, PRIVATE SEWER AND RIVERSIDE COUNTY PRIVATE FIRE LINE NOTES CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SILVERROCK RESORT -MONTAGE HOTEL PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN SHEET INDEX MAP 200 100 0 LEGEND PROPOSED DIP WATER MAIN PROPOSED EXTRA STRENGTH VCP SEWER EXISTING WATER MAIN DW EXISTING SEWER MAIN SS ABBREVIATIONS AIR / VAG ASSEMBLY -D SCALE: 1"=200' SEWER LATERAL ` t ASS'Y ASSEMBLY SEWER COACHELLA A/V AIR & VACUUM RELIEF VALVE STORM DRAIN Sn CALIFORNIA GAS (760) 341-9581 O TELEPHONE FRONTIER BLDG BUILDING CENTERLINE - - - BO BLOW OFF ASSEMBLY PROPERTY LINE -- C&G CURB AND GUTTER CURB EA D DEPTH PAVEMENT EDGE - DEFL DEFLECTION INSTALL 4" BACKFLOW PREVENTION ASSEMBLY PER PLUMBING PLAN EA DIP DUCTILE IRON PIPE SEWER MANHOLE O 115 10 INSTALL 8" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) LF EA. EACH WATER VALVE IR EXIST EXISTING WATER METER N FF FINISHED FLOOR SEWER CLEANOUT O FDC FIRE DEPARTMENT CONNECTION BLOW -OFF ASSEMBLY 0 FH FIRE HYDRANT INSTALL 4" GATE VALVE EA HORZ HORIZONTAL FIRE HYDRANT DOQ INV. INVERT TEE WITH 3 -VALVES I LF LINEAR FEET BEND (SIZE &DEFLECTION) ✓ +^ MH MANHOLE INSTALL 12"x12"x12" TEE EA P/A PLANTER AREA SECTION LINE, 1/4 SECTION LINE EA PIV POST INDICATOR VALVE FORCE MAIN EA PVC POLYVINYL CHLORIDE NOT USED - ROW RIGHT OF WAY EX. GAS EA 1 24 DETECTOR CHECK ASS'Y SO STORM DRAIN 25 INSTALL 4"x4"x4" TEE STD STANDARD PIV/FDC D VCP VITRIFIED CLAY PIPE SEWER BACKWATER VALVE INSTALL 4" 90" BEND, RESTRAINED VERT VERTICAL ® BW O W/ HATH CONSTRUCTION contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further aggrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2651 GAS SOUTHERN CALIFORNIA GAS (760) 341-9581 O TELEPHONE FRONTIER 1-800-483-4000 ® ELECTRICAL IMPERIAL IRRIGATION DISTRICT (800) 303-7756 CABLE TV SPECTRUM (760) 340-2225 © ;OMY Itgk 1: ac7IQ:k7l: aIEi SILVERROCK PHASE 1, LLC 343 4th AVENUE SAN DIEGO, CA. 92101 (760) 634-6543 APN 777-050-012 777-050-031 777-050-036 777-050-045 777-050-065 SPECIAL NOTES. 1. VALVES UP TO AND INCLUDING 2" SHALL BE BRASS OR OTHER APPROVED MATERIAL. VALVES LARGER THAN 2" SHALL HAVE CAST-IRON OR BRASS BODIES. 2. A FULL -WAY VALVE SHALL BE LOCATED ON THE DISCHARGE SIDE OF THE WATER METER. 3. PIPELINES SUPPLYING WATER TO MORE THAN OPE BUILDING SHALL PROVIDE A SEPARATE FULL -WAY VALVE TO EACH BUILDING. 4. WHEN PRESSURES EXCEEDS 80 psi, AN APPROVED PRESSURE REDUCING VALVE SHALL BE INSTALLED ACCORDING TO CPC SECTION 608.2. 5. POLYETHYLENE ENCASEMENT IS REQUIRED FOR MATERIALS AFFECTED BY CORROSIVE CONDITIONS SOUTH OF HIGHWAY 111 AND EAST OF WASHINGTON STREET. SHEETINDEX SHEET No. DESCRIPTION 1 TITLE SHEET 2-8 UTILITY IMPROVEMENT PLAN 9 DETAIL SHEET APPROVED BY CITY OF LA QUINTA FIRE DEPARTMENT NAME DATE CONSTRUCTION NOTES AND QUANTITY ESTIMATES UNrr QUANTF Y (D JINSTALL 8" SDR -35 SEWER MAIN (OR APPROVED EQUAL) LF 4,656 0 INSTALL 6" SDR -35 SEWER LATERAL (OR APPROVED EQUAL) LF 605 O INSTALL 4" SMR -35 SEWER LATERAL (OR APPROVED EQUAL) LF 1,275 ® INSTALL 8" CLEAN OUT TO FINISH GRADE WITH CAP EA 39 50 INSTALL 6" CLEAN OUT TO FINISH GRADE WITH CAP EA j 3 © INSTALL 48" DIAMETER MANHOLE PER CM STD. DWG. NO. S-5 EA 18 O7 NOT USED - - ® INSTALL 4" BACKFLOW PREVENTION ASSEMBLY PER PLUMBING PLAN EA 16 O9 INSTALL 6" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) LF 115 10 INSTALL 8" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) LF 881 11 INSTALL 12" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) LF 4,990 12 INSTALL 1.5" PVC SCH. 40 FIRE SERVICE WITH REQUIRED BENDS AND FITTINGS (OR APPROVED EQUAL) LF 1,760 13 INSTALL 6" C-900 WATER MAIN WITH 36" MINIMUM COVER (OR APPROVED EQUAL) LF 666 14 INSTALL 4" C-900 WATER MAIN WITH 36" MINIMUM COVER (OR APPROVED EQUAL) LF 3,553 15 INSTALL 4" GATE VALVE EA 7 16 INSTALL 6" GATE VALVE EA 5 17 INSTALL 8" GATE VALVE EA 3 1B INSTALL 12" GATE VALVE EA 4 19 INSTALL 12"x12"x12" TEE EA 2 ZD INSTALL 12"x12"x8" TEE EA 3 21 INSTALL 12"x12"x6" TEE EA 6 O NOT USED - - 23 INSTALL 6"x6"x6" D.I. TEE EA 1 24 INSTALL 6"x6"z4" TEE EA 1 25 INSTALL 4"x4"x4" TEE EA 6 26 INSTALL 8" DIA., 3/8" THICK STEEL CASING PER CVWD STD. DWG. NO. W-40 AND DETAIL ON SHEET 5 LF 58 27 INSTALL 4" 90" BEND, RESTRAINED EA 2 ® INSTALL 12" 45" BEND, RESTRAINED EA 16 29 INSTALL 8" 45" BEND, RESTRAINED EA 5 30 INSTALL 6" 45" D.I. BEND, RESTRAINED EA 1 31 INSTALL 4" 45" BEND, RESTRAINED EA 15 32 INSTALL 12" 22.5° BEND, RESTRAINED EA 9 33 INSTALL 8" 22.50 BEND, RESTRAINED EA 5 34 NOT USED - - 35 INSTALL 4" 22.5° BEND, RESTRAINED EA 12 ® INSTALL 12" 11.25° BEND, RESTRAINED EA 24 37 INSTALL 8" 11.250 BEND, RESTRAINED EA 2 38 INSTALL 6" 11.250 D.I. BEND, RESTRAINED EA 4 39 INSTALL 4" 11.250 BEND, RESTRAINED EA 18 40 NOT USED - - 41 INSTALL 3" PVC SCH. 40 WATER SERVICE WITH REQUIRED BENDS AND FITTINGS (OR APPROVED EQUAL) LF 337 42 INSTALL 2" PVC SCH. 40 WATER SERVICE WITH REQUIRED BENDS AND FITTINGS (OR APPROVED EQUAL) LF 1352 ® INSTALL 8"X6" 90" BEND, RESTRAINED - - 44 INSTALL 8"x6" REDUCER EA 3 45 INSTALL 6"x4" REDUCER EA 1 46 INSTALL 6" FIRE HYDRANT ASSEMBLY (WET BARREL) CA 10 47 INSTALL 1.5" FDC PER RIVERSIDE COUNTY FIRE REQUIREMENTS (WALL MOUNTED, COORDINATE WITH MEP PLANS) EA 36 48 INSTALL 24" DIA., 3/8" THICK STEEL CASING PER CVWD STD. DWG. NO. W-40 AND DETAIL ON SHEET 5 LF 58 49 INSTALL 8" 90" BEND, RESTRAINED EA 2 ® INSTALL 12" 90" BEND, RESTRAINED EA 4 51 INSTALL 8" END CAP EA 1 52 INSTALL 6" FDC AND PIV PER RIVERSIDE COUNTY FIRE REQUIREMENTS AND DETAILS SHOWN ON SHEET 9 EA 1 53 INSTALL 4" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) LF 165 INSTALL 4" FDC AND PIV PER RIVERSIDE COUNTY FIRE REQUIREMENTS AND DETAILS SHOWN ON SHEET 9 EA 1 NOTE -QUANTITIES SHOWN ARE FOR PERMIT AND BOND FEE CALCULATIONS ONLY. THE CONTRACTOR IS RESPONSIBLE TO PREPARE HIS OWN ESTIMATES FOR BID PURPOSES. SCOPE OF WORK - UNDERGROUND FIRE SYSTEM ALL INSTALLATION OF THE UNDERGROUND FIRE PROTECTION FACILITIES FROM THE DOUBLE DETECTOR CHECK ASSEMBLY TO THE BUILDING FIRE RISER (6" ABOVE FINISHED FLOOR) SHALL BE IN ACCORDANCE WITH THE LATEST NFPA CODES AND REGULATIONS. FIRE CONTRACTOR CHANGES TO APPROVED PLANS PRIOR TO THE FIRE CONTRACTOR EDITING OR CHANGING THE APPROVED PLANS, THE CONTRACTOR SHALL CONTACT MICHAEL BAKER PRIOR TO SUCH CHANGES. MICHAEL BAKER SHALL NOT BE RESPONSIBLE FOR ANY CHANGES MADE TO THE PLANS WITHOUT THE CONSENT OF MICHAEL BAKER AND THE APPROVAL OF THE CITY OF LAQUINTA. 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 `�vc)7`\ O CITY OF LA QUINTA BM4430- Description: 11/2"COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED $DFESS/O DHG,o -���� MONUMENT, STAMPED "LS -98", FLUSH AT THE CENTERLINE Q NMichael Baker ' INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON THE CALIFORNIA COORDINATE SYSTEM, ��o �L T q(� PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN ELEVATION=5.467 (NAVD88) CGS 83, ZONE 6, AS DETERMINED LOCALLY _ y c�P. Z� - SILVERROCK RESORT of SHEETS DIAL TWO WORKING ELEVATION=3.216'(NGVD29) BY THE LINE BETWEEN USCES STATIONS LA w i m I N T E R N A T 1 0 N A L DATE 9 BEFORE /� DAYS BEFORE PROJECT ELEVATION AT BM #430 QUINTA CS2005 (P491) AND COLLEGE OF No.C43090 75-410 Gerald Ford Drive, Suite 100 BRY McKINNEY YOU DIG IIt, YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA 92211 CITY ENGINEER TITLE SHEET DWG. NAME omtheelevationsshown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH Jj CIV 1� �P Phone. (760) 346-7481 - MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/2022 TOLL FREE TELEPHONE: 811(To oboosshown)ElevationsinNGVD29,Add 0.687'tothe 2011,00) AS SHOWN ON THE NATIONAL DATE BY DESCRIPTION APP'D DATE 9TFOF CA�FIi!.f( 4,,,P DRAWN JR DESIGNED JR/KE JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE NO. A PUBLIC SERVICE BY GEODETIC SURVEY PUBLISHED DATA SHEETS 05/25/21 UNDERGROUND SERVICE ALERT ELEVATION =3.903BEING N.40"1630.20"W. I R E V D S I O N S MICHAEL TYLMAN RCE N0. C43090, EXP. 3/31/2022 DATE: SCALE AS NOTED CHECKED RV DATE May 2021 FOR: SILVERROCK DEVELOPMENT COMPANY, LLC SW2019-0001 r N O N M b LU CO LU EXISTING 6" FIRE HYIM ,1 TO BE RELOCATED BY CVWD / 1 1 IN .• i \w w %,! PROPOSED STORM DRAIN (TYP) I -14+29.30 ENDIV 10 S 'V 14+18.50 INSTALL. �ksZ�, 2' 90' BEND a� 08 1 ti DC7 , tf \\ \ 42 r I ZZ \ \ 13 - F v r. ,c..f V" 71 GV & 1-4" GV ro.iutNV—ILriKr �— — /12" 22.5° BEND \ 18.201W-6* FIRE ll 13+63.39 INSTALL 34 Ch 6" 22.5° BETA 01 >14 i 10, MATCH LINE - SEE SHEET 4 NOTE ON WATER SEWER CROSSING WHEN CROSSING - BOTTOM OF WATERLINE SHALL BE ONE FOOT (1 FT) OR MORE ABOVE THE TOP OF THE SEWER LINE e l ,f .'��•�T `cx f '' MATCH LINE - SEE SHEET 3 DOMESTIC WATER - LINE/CURVE DATA TABLE NO BEARING/DELTA RADIUS LENGTH �0 NOTE 1 N12042'39"E -- 10.06' 6" PVC C-900 2 N77°17'21"W -- 20.13' 6" PVC C-900 3 N32029'06"W -- 80.61' 6" PVC C-900 4 N54°59'39"W -- 78.46' 6" PVC C-900 5 N43°44'39"W -- 137.06 6" PVC C-900 6 N41°14'39"W -- 40.16' 6" PVC C-900 7 N16014'39"W -- 14.39' 6" PVC C-900 8 N35°00'21"E -- 41.12' 3" PVC 9 N48°45'21"E -- 26.64' 4" PVC C-900 10 N32017'29"E -- 4.77' 2" PVC 11 N12°51'46"W -- 6.02' PVC 2" PVC 12 N57°52 '48"W -- 105.40' 2" PVC SEWER - LINE/CURVE DATA TABLE FIRE - LINE/CURVE LENGTH DATA TABLE 8.79' 6" SDR -35 �0 BEARING/DELTA RADIUS LENGTH 3 N57°52'48"W -- NOTE 6" SDR -35 1 N88°44'39"W -- 18.63' 12" PVC C-900 2 N32°29'39"W -- 72.85' 12" PVC C-900 3 N54°59'39"W -- 74.45' 12" PVC C— 000 4 N43°44'39"W -- 137.54' 12" PVC C-900 5 N41014'39"W -- 41.14' 12" PVC C-900 6 N16°14'39"W -- 16.44' 12" PVC C-900 7 N57°30'21"E -- 29.63' 6" PVC C-900 8 N32029'39"W -- 25.15' C PVC C-900 9 N01057'00"E -- 13.55' 6" PVC C-900 10 N48045'21"E -- 35.21' 12" PVC C-900 SEWER - LINE/CURVE DATA TABLE <@> BEARING/DELTA RADIUS LENGTH NOTE 1 N35°09'46"W -- 8.79' 6" SDR -35 2 N32°07'12"E -- 118.32' 6" SDR -35 3 N57°52'48"W -- 74.98' 6" SDR -35 CONSTRUCTION NOTES Q INSTALL 6" SDR -35 SEWER LATERAL (OR APPROVED EQUAL) 0 INSTALL 6" CLEAN OUT TO FINISH GRADE WITH CAP O INSTALL 6" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) 10 INSTALL 8" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) 11 INSTALL 12" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) 13 INSTALL 6" C-900 WATER MAIN WITH 36" MINIMUM COVER (OR APPROVED EQUAL) 14 INSTALL 4" C-900 WATER MAIN WITH 36" MINIMUM COVER (OR APPROVED EQUAL) 15 INSTALL 4" GATE VALVE 16 INSTALL 6" GATE VALVE 18 INSTALL 12" GATE VALVE 19 INSTALL 12%12%12" TEE 21 INSTALL 12%12%6" TEE 24 INSTALL 6"x6"x4" TEE 28 INSTALL 12"45' BEND, RESTRAINED 30 INSTALL 6" 45° D.I. BEND, RESTRAINED 32 INSTALL 12" 22.5° BEND, RESTRAINED 34 NOT USED 36 INSTALL 12" 11.25° BEND, RESTRAINED 38 INSTALL 6" 11.25° D.I. BEND, RESTRAINED 41 INSTALL 3" PVC SCH. 40 WATER SERVICE WITH REQUIRED BENDS AND FITTINGS (OR APPROVED EQUAL) 42 INSTALL 2" PVC SCH. 40 WATER SERVICE WITH REQUIRED BENDS AND FITTINGS (OR APPROVED EQUAL) 51 INSTALL 8" END CAP 52 INSTALL 6" FDC AND PIV PER RIVERSIDE COUNTY FIRE REQUIREMENTS AND DETAILS SHOWN ON SHEET 9 SCALE: 1"=20' BENCHMARK. BASIS OF BEARINGS. APPROVAL BY: CITYOFLAQUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T �I (Lull CITY OF LA QUINTA BM#430-Description: 11/2"COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED RpPESS/p CG �� MONUMENT, STAMPED 'LS -99% FLUSH AT THE CENTERLJNE UPON THE CALIFORNIA COORDINATE SYSTEM, CoQ '�iMichaelBakerPRIVATE ON-SITE UTILITY IMPROVEMENT PLAN —^/ INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. GELEVATION = 5.416 (NAVDE6) CCS 83, ZONE 6, AS DETERMINED LOCALLY ``�P�<c[[ SILVERROCK RESORT9ELEvaTION=3.z11(NcvD2s) BY THE LINE BETWEEN USC&GS STATIONS LA 9 z INTERNATIONAL 11DIALKING �� g DATE��1/Z/ OF SHEETS BEFOREFORE PROJECT ELEVATION AT BM #43o QUINTA CS2005 (P491) AND COLLEGE OF � No. e4soso � 75-410 Gerald Ford Dnve, Suite 100 BRYA McKINNEY YOU DIGIG (To obtain ProjectElevatonsinNAVD88Datum,Subtract1.564' THE DESERT (COTD), (POSITIONS PER * .t Palm Desert, CA 92211 CITY ENGINEER MONTAGE HOTEL SPA AND GUESTROOMS DWG. NAME from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH J. U/V1� �P Phone:(760)346-7481 MBAKERINTL.COM R.C.E. No. 49418 EXP. 09/30/2022 TOLL FRE811 To obtain ProjectElevafonsinNGVD29,Add0.6aTtothe 2011.00) AS SHOWN ON THE NATIONAL 9TF FODRAWN DESIGNED JOB NUMBER FILE NO. elevations shown). DATE BY DESCRIPTION APP'D DATE OF CA>_1 '%i1^ `-� t JR JR/KE 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. A PUBLIC SERVICE BY GEODETIC SURVEY PUBLISHED DATA SHEETS ;j 05/25/21 UNDERGROUND SERVICE ALERT ELEVATION=3.903' _ - SCALE AS NOTED CHECKED RV DATE May 2021 FOR` SILVERROCK DEVELOPMENT COMPANY, LLC _ SW2019-0001 BEING N.40"16'30.20"W. R E V I S I O N S MICHAEL TYLMAN RCE N0. C43090, EXP. 3/31/2022 DATE: v 1R u DOMESTIC WATER - LINE/CURVE DATA TABLE NO BEARING/DELTA RADIUS LENGTH LENGTH NOTE 1 1 N85°53'33"E 12" -- 138.03' 4" PVC C-900 -- 11.29' 2 N51°19'06"W C-900 -- 13.28' 4" PVC C-900 PVC 3 N39019'06"W N27019'06"W -- 21.74' 4" PVC C-900 5 4 N27°19'06"W 12" -- 21.90' 4" PVC C-900 -- 56.59' 5 N22414'42"W C-900 -- 40.70' 4" PVC C-900 PVC 6 N09°18'00"W N41°15'21"E -- 57.44' 4" PVC C-900 9 7 N01°57'00"E -- 120.80' 4" PVC C-900 N88°45'21"E 8 N41015'21"E PVC -- 43.72' 4" PVC C-900 12" 9 N86°15'21"E 12 -- 6.13' 4" PVC C-900 C-900 10 N88045'21"E -- 115.57' -- 7.00' 4" PVC C-900 N86049'34"W 11 N88°44'39"W PVC -- 7.00' 4" PVC C-900 8" 12 N77°29'39"W 16 -- 18.00' 4" PVC C-900 C-900 13 N88°44'39"W -- 24.09' -- 116.05' 4" PVC C-900 N80°42'00"E 14 N88003'00"W 46 -- 47.76' 3" PVC C-900 15 N85038'12"W 20 -- 9.00' 3" PVC C-900 PVC 16 N83007'46"W -- 5.00' -- 8.95' 3" PVC C-900 17 N80°38'12"W -- 29.37' 3" PVC C-900 18 N31°51'48"E -- 34.39' 3" PVC C-900 19 N58°08'12"W -- 159.50' 3" PVC C-900 20 N32°09'23"E -- 2.17' 2" PVC C-900 21 N57°52'48"W -- 57.30' 2" PUC C-900 22 N88°03'00"W -- 21.11' 2" PVC C-900 23 N80°42'00"E -- 15.00' 2" PVC C-900 24 N62°40'54"E -- 32.08' 2" PYC C-900 a� . / ,% SPA EXIST. 12" WATER LINE TO �(� I FF=33.50 REMAIN, PROTECT IN PLACE ` 42 �, ;off \ ., 41 PAD=33.0 A- 20 s e s 20 12+54.58 II A- \ 3' TF�E WIR 3'x2 REDUt �A 12+56.5 INSTALL' A- ; \ - �`fN kms` Al 29.38I 26.34I 28.20INV- CONSTRUCTION NOTES FIRE - LINE/CURVE DATA TABLE TABLE �p BEARING/DELTA RADIUS LENGTH LENGTH NOTE 1 N85°53'33"E -- 134.81' 12" PVC C-900 2 N51°19'06"W -- 11.29' 12" PVC C-900 3 N39°19'06"W -- 20.90' 12" PVC C-900 4 N27019'06"W -- 21.30' 12" PVC C-900 5 N22°14'42"W -- 40.07' 12" PVC C-900 6 N09018'00"W -- 56.59' 12" PVC C-900 7 N01057'00"E -- 131.61' 12" PVC C-900 8 N41°15'21"E -- 34.18' 12" PVC C-900 9 N86015'21"E -- 7.88' 12" PVC C-900 10 N88°45'21"E -- 7.17' 12" PVC C-900 11 N88°44'39"W -- 7.48' 12" PVC C-900 12 N77°29'39"W -- 18.00' 12" PVC C-900 13 N88°44'39"W -- 115.57' 12" PVC C-900 14 N86049'34"W -- 57.88' 8" PVC C-900 15 NO3010'26"E -- 5.64' 8" PVC C-900 16 N04°06'27"W -- 44.75' 6" PVC C-900 17 N88°03'00"W -- 24.09' 1.5" 8"X6" 90° BEND, RESTRAINED PVC 18 N80°42'00"E -- 20.00' 1.5" 46 PVC 19 N62040'54"E -- 30.52 1.5" PUC 20 NO3010'26"E -- 28.13' 1.5 PVC 21 N32°07'12"E -- 5.00' 1.5" PVC a� . / ,% SPA EXIST. 12" WATER LINE TO �(� I FF=33.50 REMAIN, PROTECT IN PLACE ` 42 �, ;off \ ., 41 PAD=33.0 A- 20 s e s 20 12+54.58 II A- \ 3' TF�E WIR 3'x2 REDUt �A 12+56.5 INSTALL' A- ; \ - �`fN kms` Al 29.38I 26.34I 28.20INV- CONSTRUCTION NOTES SEWER - LINE/CURVE DATA TABLE 0 BEARING/DELTA RADIUS LENGTH 24" NOTE 1 116°51'45" 115.00' 234.56' 8" SDR -35 2 N22414'42"W -- 26.77' 8" SDR -35 3 12056'41" 150.00' 33.89' 8" SDR -35 4 N09°18'00"W -- 27.98' 8" SDR -35 5 11015'00" 150.00' 29.45' 8" SDR -35 6 N01057'00"E -- 80.36' 8" SDR -35 7 N86049'34"W -- 37.92' 6" SDR -35 8 28°56'46" 100.00' 50.52' 6" SDR -35 9 N57°52'48"W -- 109.74' 6" SDR -35 10 N12°52'48"W -- 21.98' 6" SDR -35 11 N32007'12"E -- 25.08' 6" SDR -35 12 N42002'27"E -- 21.66' 4" SDR -35 13 23°41'22" 100.00' 41.35' 4" SDR -35 14 N88°03'00"W -- 8.85' 4" SDR -35 15 N72°0713111 -- 6.64' 411 SDR -35 a� . / ,% SPA EXIST. 12" WATER LINE TO �(� I FF=33.50 REMAIN, PROTECT IN PLACE ` 42 �, ;off \ ., 41 PAD=33.0 A- 20 s e s 20 12+54.58 II A- \ 3' TF�E WIR 3'x2 REDUt �A 12+56.5 INSTALL' A- ; \ - �`fN kms` Al 29.38I 26.34I 28.20INV- CONSTRUCTION NOTES 12" O INSTALL 8" SDR -35 SEWER MAIN (OR APPROVED EQUAL) 18 O INSTALL 6" SDR -35 SEWER LATERAL (OR APPROVED EQUAL) 24" O INSTALL 4" SDR -35 SEWER LATERAL (OR APPROVED EQUAL) PIPE TRENCH/BACKFILL DETAIL ® INSTALL 8" CLEAN OUT TO FINISH GRADE WITH CAP r /151 71 TLzr;i] D 50 INSTALL 6" CLEAN OUT TO FINISH GRADE WITH CAP _,RISER RISER BREAK -OFF UNE JUST ABOVE FINAL.. GRADE AS €STASUSHED © INSTALL 48" DIAMETER MANHOLE PER CVWD STD. DWG. NO. S-5 THE BEARINGS SHOWN HEREON ARE BASED ® INSTALL 4" BACKFLOW PREVENTION ASSEMBLY PER PLUMBING PLAN \\ 1) I� O INSTALL 6" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) 6 10 INSTALL 8" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) CCS 83, ZONE 6, AS DETERMINED LOCALLY 11 INSTALL 12" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) DIAL TWO WORKING 12 INSTALL 1.5" PVC SCH. 40 FIRE SERVICE WITH REQUIRED BENDS AND FITTINGS (OR APPROVED EQUAL) 14 INSTALL 4" C-900 WATER MAIN WITH 36" MINIMUM COVER (OR APPROVED EQUAL) OJ R 15 INSTALL 4" GATE VALVE QUINTA CS2005 (P491) AND COLLEGE OF 16 INSTALL 6" GATE VALVE 8 -HOLE X 6 -HOLE 17 INSTALL 8" GATE VALVE (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' 18 INSTALL 12" GATE VALVE NATIONAL GEODETIC SURVEY, NAD83, EPOCH 20 INSTALL 12"x12%8" TEE 21 INSTALL 12"x12"x6" TEE (To obtain Project Elevations in NGVD29, Add 0.687'to the 22 NOT USED elevations shown). 25 INSTALL 4"x4'x4" TEE DESCRIPTION 26 INSTALL 8" DIA., 3/8" THICK STEEL CASING PER CVWD STD. DWG. NO. W-40 AND DETAIL ON SHEET 5 28 INSTALL 12" 450 BEND, RESTRAINED 31 INSTALL 4" 45° BEND, RESTRAINED 36 INSTALL 12" 11.25° BEND, RESTRAINED 39 INSTALL 4" 11.250 BEND, RESTRAINED 41 INSTALL 3" PVC SCH. 40 WATER SERVICE WITH REQUIRED BENDS AND FITTINGS (OR APPROVED EQUAL) 42 INSTALL 2" PVC SCH. 40 WATER SERVICE WITH REQUIRED BENDS AND FITTINGS (OR APPROVED EQUAL) @ INSTALL 8"X6" 90° BEND, RESTRAINED 44 INSTALL 8"x6" REDUCER 46 INSTALL 6" FIRE HYDRANT ASSEMBLY (WET BARREL) 47 INSTALL 1.5" FDC PER RIVERSIDE COUNTY FIRE REQUIREMENTS (WALL MOUNTED, COORDINATE WITH MEP PLANS) PAVEMENT SECTION AND/OR NATIVE SOIL OR SELECT UNPAVED PAVED MATERIAL PLACED IN 8" LIFTS (LOOSE) AND COMPACTED TO AT ^^ ^^ LEAST 95% COMPACTION PER MATCH LINE - SEE SHEET 2 7�r / „ yy5 28.27INV-4 SD JZ 24.05INV-6'SWR F •. , a� �1 :�. _-_ _..._ I . ` z 2 S 100 jf \ S r \ Von 14+22_01 PI -- - I DEFL.=2°30' 11/ 24.00INV-6 pM� 14+29.19 PI +93 58 26.73INV-6°SD DFFL•-2 30 - 14+14.53 INSTALL I PROPOSED STORM DRAIN LVI {f \ 12' 11.25° BEhAl 32 80TC0 'a 11+79.0 j 24r05. 6 , �f 14+37.07 INSTALL 13+96.53 I TALL _..,., 12° 45° BEND ( ,n n o t f PAD -30.5 „� 28 9 10 11 - . 12° 11;25 BEM Uf 36 ,q• j • .ol2o % FF -31 00 L \ ooQQooQn` Qf "` ? 9 10 11 ` FIRE FIRE ~- 13 FII `r 13 3" o°oo�oce�' 9 25,92INV�'SD \ / 11 13+95.93 INSTALL 141 I o a`Zo---�-:�.- SD\�c\ °o©c:• oQ .\ d� 22.36INV� SWR /'" Jy a �° 4° 11.25 BQD 39 b ° ° n° l �, 1 czw \ CONST. IAi M. 13 0 r -c NTA ; ° o 1 rso �� �ta 30.30TCO 5 8 1B+24.62 LIPS D d 28 14+71.24 INSTALL 14+13.93 INSTALL 39 271 , �9 X°n �Unas Qo�, `r+n 26.30INV 27 80TMi LIFE 1C ii 12" 45 4 11.25 BEND t' -' - .28INV-3 WTR 721 7OINV-IN 25.62INV 6°SD `t'' 04 (E` �a S�.5309 \ °a aoc 2,: ' 21.5OINV�IT 28.SOINV-12'W1R\ c °on °o °►+ s--' �. / s_ 25.56INV-6 SD = \ "no ° 26-88INV-4 SD - �Q, 0+84.41 25.50INV-6"FIRE PROPOSED STORM DRAIN (TYP) �' i o tiD 42 'sem °o° �22o.71INV_. >_ �5 0� 21 no - .0120 �. 41 � o � 25 97INV-6 STR 8 2 5�.. 25 EXIST. 12" WATER LINE TO 24 50TH/ 9 12 0 \AJ< REMAIN, PROTECT IN PLACE "0 Vis, o o n n nvcL, Done no°9 o nno°000nono 0 n 014, \ 1INSTALL 17 DEFL 1 6 22.50 BEM 16 15 10+65.71 PI DEFL.=2°30' 15 1,\ 10+56.76 PI",. �DETL.=2 30 _1 V 46 43 16 1-0+57.88_ IP TALL" 46 y�t 6" FH ASSY 47 1� 155+38,. 2 WAT 15+46.99 1.5" FIRE l 12 24.04II1 1 t` F=28. 00 (K4 1 ` PAD=27.3 24.3 1 22.4 N i 20 10 0 20 40 60 �t`1 X1 c, SCALE: 1 "=20' ASTM D1557 OR AS PER THE LOCAL GOVERNING AUTHORITY TRENCH/BACKFILL TO BE IN COMPLIANCE WITH NFPA 24 SECTION 10.9.1 AS AMENDED BY CFC CHAPTER 80. BACKFILL SHALL BE WELL TAMPED IN LAYERS OR PUDDLE UNDER AND AROUND PIPES TO PREVENT SETTLEMENT OR LATERAL MOVEMENT. BACKFILL SHALL CONSIST OF CLEAN FILL SAND OR PEA GRAVEL TO A MINIMUM 6" BELOW AND TO A MINIMUM OF 12" ABOVE TO PIPE AND SHALL CONTAIN NO ASHES, CINDERS, REFUSE, ORGANIC MATTER, OR CORROSIVE MATERIALS. OTHER BACKFILL MATERIALS AND METHODS ARE PERMITTED WHERE DISIGNATED BY A REGISTERED PROFESSIONAL ENGINEER AND APPROVE BY THE ENFORCING AGENCY. 6" MIN. WALL MOUNTED FD.0 12" 36"-49" C-61 VARIES END OF CURVt-• ' 18 42"-56" N.T.S. 24" 48"-62" fi FIRE iYOPAUr 6 -HOLT PIPE TRENCH/BACKFILL DETAIL BW INDICATES LOTS REQUIRING BACKWATER VALVE FOR SEWER. N.T.S. DJR. POL7E"yUENE WRAPPED r /151 71 TLzr;i] D BENCHMARK: "Description: BASIS OF BEARINGS- �'- _,RISER RISER BREAK -OFF UNE JUST ABOVE FINAL.. GRADE AS €STASUSHED 1 DR T CITY OF LA QUINTA BM #430 11/2" COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED 2+ R `MOW RES' OIJNG GASKET OR MECHANI L :dOM \\ 1) I� MONUMENT, STAMPED "UE54,FLUSH EET. UPON THE CALIFORNIA COORDINATE SYSTEM, 6 I �� o FERSONST INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467' (NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY 1 6" FLANGED C.I, aREAY-OFF RISER 6° LONG - B -HOLE DIAL TWO WORKING ELEVATION = 3.216'(NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA CLASS 520-C-2500 9 1 6 90 CUFY, -MON- OR M J x FLANGED, OJ R 10 BEFORE DAYS BEFORE PROJECT ELEVATION ATBM#430 QUINTA CS2005 (P491) AND COLLEGE OF 11 1 6 PORmVE 8RENC-OFF VALVE ASSENBLY-{f1AGE) 8 -HOLE X 6 -HOLE 12 YOU DIG rt1 YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' THE DESERT (COTD), (POSITIONS PER N.T.S. from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687'to the 2011.00) AS SHOWN ON THE NATIONAL A PUBLIC SERVICE BY elevations shown). GEODETIC SURVEY PUBLISHED DATA SHEETS DATE BY DESCRIPTION R E V I S I O N S UNDERGROUND SERVICE ALERT ELEVATION BEING N.40°16'30.20"W. 1'-6' NO SIDEWALK ITEM INSTALLED C-61 VARIES END OF CURVt-• ' NO. REO. 1 1 fi FIRE iYOPAUr 6 -HOLT ? SIDEWALK. o DJR. POL7E"yUENE WRAPPED 3 I GATE VALVE, FLANGED �'- _,RISER RISER BREAK -OFF UNE JUST ABOVE FINAL.. GRADE AS €STASUSHED 1 VALVE OPERATOR WELL k Ci P. CURB OR SIDEWALK IO LVERTICAL CURB NOTE_ J FOR VALVE OPERATOR WELL INSTALLATION SEE STANDARD 1KRAHhNG W-17. ,� 0 S=0.2773 C 33 a 'FF=26.20 PAD=25.5 111 4 21.51 7 INS' WATER SVC. r- - FF=25.50 PAD=24.8 r' 3 14'w 4- TEE ER GV & 1-4"x3' 15+24.51=10+00.00 23.00INV-4 24.37IN 21.18INV-8 B_58 1.25 4- 11.25" EEM APPROVAL BY: QPOFESS/O * Michael Baker I N T E R N A T 1 0 N A L c� g z m �. No. C43090 A 75-410 Gerald Ford Drive, Suite 100 Y McKINNEY * * Palm Desert, CA 92211 CITY ENGINEER On CIV 1 \- Phone: (760) 346-7481 • MBAKERINTL.COM R.C.E. NO. 49418 APP'D DATE qTF OF CALIFr11c rF%T.Y, DRAWN JR DESIGNED JR/KE 05/25/21 SCALE AS NOTED CHECKED RV MICHAEL TYLMAN RCE N0. C43090, EXP. 3/31/2022 DATE: M. 12 21.47INV-1.5"FIRE 6r 0 J S Kim LLI LLI U) LLI LLI U) 17+18.61 INSTALL 39V 4° 11.25 BEM 17+20.80 INSTALL 17+40.35 INSTALL 39 12" 11.25 BEM `36 40 11.25° BEM ,? �. '�/ 17+41.70 INSTALL 36 12" 11.25 BEND 19.31INV-12"FIRE 46 21 18+67.31 INSTALL \ 17+53.00 INSTAL- 28 20.86INV-12°SD 6° FH ASS'Y \ 12 456 BEAD 11 FIRE RE' FIRE FIRIE 1 f � - f V 20.50INV-4"WTR 19.72INV4°WTR 19.00INV-6°FIRE ° 4? 45 6BEM TALL 31 �\�320.82INV-12'SD W °00 0 o° ��` 3 __ --19.78INV-6"FIRE `17.93INV8 "SW R-A-17.46INV-8"SWR no ` 20.43INV-12°SD '°°° Q0 �\\ o°noo �noo 1 S=0.0100 \ o o °oc°no c_ o >, '�o 00 0 0 ° o �� o° ,.o lz o •esu ���c°o° °O°O OnOnfl 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 3 SILVERROCK RESORT ' DATE /r 2 OF _-9-SHEETS EXP. 09/30/2022 MONTAGE HOTEL, SPA AND GUESTROOMS DWG. NAME JOB NUMBER 161178 LOCATED WITHIN A 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 5, T.6S.,R.7E., S.B.B.& M. FILE NO. DATE May 2021 FDR' SILVERROCK DEVELOPMENT COMPANY, LLC SW2019-0001 N 0 N t'7 0 O b LU In W �10 ITEM No. SIZE AND DESCRIRP Na REMNRK$ NO. REO. 1 1 fi FIRE iYOPAUr 6 -HOLT ? 1+ S' X NO OF JOINTS AS REQUIRED DJR. POL7E"yUENE WRAPPED 3 1 GATE VALVE, FLANGED 4 1 VALVE OPERATOR WELL k Ci P. SEE STANDARD DRAWING W-17 5 2+ R `MOW RES' OIJNG GASKET OR MECHANI L :dOM RESRAWNING GLAND 6 I NNN S17E x fi TEE 7 1 6" FLANGED C.I, aREAY-OFF RISER 6° LONG - B -HOLE D '1 3 X 3' X 6 CONCREAL PAD CLASS 520-C-2500 9 1 6 90 CUFY, -MON- OR M J x FLANGED, OJ R 10 1 6 X REQUIRED LENGTH RISER F1ANC,ED r8 -HOLE) O.I.P. 11 1 6 PORmVE 8RENC-OFF VALVE ASSENBLY-{f1AGE) 8 -HOLE X 6 -HOLE 12 THRUST SLOGKrNG SEE STANDARD DRAWING W-19 SUPER FIRE HYDRANT N.T.S. 0 S=0.2773 C 33 a 'FF=26.20 PAD=25.5 111 4 21.51 7 INS' WATER SVC. r- - FF=25.50 PAD=24.8 r' 3 14'w 4- TEE ER GV & 1-4"x3' 15+24.51=10+00.00 23.00INV-4 24.37IN 21.18INV-8 B_58 1.25 4- 11.25" EEM APPROVAL BY: QPOFESS/O * Michael Baker I N T E R N A T 1 0 N A L c� g z m �. No. C43090 A 75-410 Gerald Ford Drive, Suite 100 Y McKINNEY * * Palm Desert, CA 92211 CITY ENGINEER On CIV 1 \- Phone: (760) 346-7481 • MBAKERINTL.COM R.C.E. NO. 49418 APP'D DATE qTF OF CALIFr11c rF%T.Y, DRAWN JR DESIGNED JR/KE 05/25/21 SCALE AS NOTED CHECKED RV MICHAEL TYLMAN RCE N0. C43090, EXP. 3/31/2022 DATE: M. 12 21.47INV-1.5"FIRE 6r 0 J S Kim LLI LLI U) LLI LLI U) 17+18.61 INSTALL 39V 4° 11.25 BEM 17+20.80 INSTALL 17+40.35 INSTALL 39 12" 11.25 BEM `36 40 11.25° BEM ,? �. '�/ 17+41.70 INSTALL 36 12" 11.25 BEND 19.31INV-12"FIRE 46 21 18+67.31 INSTALL \ 17+53.00 INSTAL- 28 20.86INV-12°SD 6° FH ASS'Y \ 12 456 BEAD 11 FIRE RE' FIRE FIRIE 1 f � - f V 20.50INV-4"WTR 19.72INV4°WTR 19.00INV-6°FIRE ° 4? 45 6BEM TALL 31 �\�320.82INV-12'SD W °00 0 o° ��` 3 __ --19.78INV-6"FIRE `17.93INV8 "SW R-A-17.46INV-8"SWR no ` 20.43INV-12°SD '°°° Q0 �\\ o°noo �noo 1 S=0.0100 \ o o °oc°no c_ o >, '�o 00 0 0 ° o �� o° ,.o lz o •esu ���c°o° °O°O OnOnfl 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 3 SILVERROCK RESORT ' DATE /r 2 OF _-9-SHEETS EXP. 09/30/2022 MONTAGE HOTEL, SPA AND GUESTROOMS DWG. NAME JOB NUMBER 161178 LOCATED WITHIN A 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 5, T.6S.,R.7E., S.B.B.& M. FILE NO. DATE May 2021 FDR' SILVERROCK DEVELOPMENT COMPANY, LLC SW2019-0001 N 0 N t'7 0 O b LU In W �10 W W Z W W W U) z V, MATCH LINE - SEE SHEET 2 SEWER - LINE/CURVE DATA TABLE FIRE - LINE/CURVE DATA TABLE DOMESTIC WATER - LINE/CURVE DATA TABLE NOTE PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 PVC C-900 3" PVC 2" PVC 2" PVC 2" PVC 2" PVC 2" PVC PVC C-900 2" PVC 2" PVC 2" PVC 2" PVC 2" PVC PVC C-900 PVC C-900 2" PVC 2" PVC 2" PVC PVC C-900 L BE ONE HE TOP OSSING I�- W W W W W W z -__I MATCH LINE - SEE SHEET 5 BW INDICATES LOTS REQUIRING BACKWATER VALVE FOR SEWER. SEE SHEET 1 FOR CONSTRUCTION NOTES BENCHMARK: BASIS OF BEARINGS: APPROVAL BY. CITYOF LACUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T �1 1_99'���j CITY OF LA QUINTA 111111411 - Descrillon: 1112" COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED ROFESS/ p Michael Baker DRGAZr T MONUMENT. TI STAMPED "UE 54 FLUSH F THE CENTERLINE Q Aq INTERSECTION OF AVENUE Sa AND JEFFERSON STREET. UPON DEOTOERMINEDELOCALLM, ��Q``o �AE� jV �Fti PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN N=5.46T'NAVDBB) `' Z SILVERROCK RESORT9ELEvnTION=3.216(NGvozsj BY THE LINE BETWEEN USC&GS STATIONS LA 9 z I N T E R N A T I O N A L /C /DIALTWO WORKING w �� DATE � 'OF SHEETS BEFOREDAYS BEFORE PROJECT ELEVATION AT BM#430 QUINTA CS2005 (P491) AND COLLEGE OF No. C43090 75-410 Gerald Ford Drive, Suite 100 BRYA McKINNEY YOU DIGYOU DIG (To obtain Project Elevations inNAVD88Datum,Subtract1.564' THE DESERT (COTD), (POSITIONS PER t t Palm Desert, CA 92211 CITY ENGINEER MONTAGE HOTEL SPA AND GUESTROOMS DWG. NAME tromtheelevationsshown). NATIONAL GEODETIC SURVEY, NAD83,EPOCH of CIV i\. Phone: (760) 346-7481 -MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/2022 TOLL FREE TELEPHONE: 811(TooboninProectElevationsinNGVD29,Add0.687'tothe 2011.00) AS SHOWN ON THE NATIONAL DATE BY DESCRIPTION APP'D DATE �TFOF CAL�Eatk ' t'',; DRAWN JR DESIGNED JR/KE JOB NUMBER 161178 LOCATED WITHIN SW 1J4 OF SEC. 5 & NW, NE k SE 1(4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE N0. A PUBLIC SERVICE BY GEODETIC SURVEY PUBLISHED DATA SHE... 05f25/21 UNDERGROUND SERVICE ALERT ELEVATION=3.903' J SCALE AS NOTED CHECKED RV DATE May 2021 FOR. SILVERROCK DEVELOPMENT COMPANY, LLC SW2019-0001 BEING N.40'16'30.20"W. R E V I S 1 O N S MICHAEL TYLMAN RCE N0. C43090, EXP. 3/31/2022 DATE: v r N O N W r L0 O 0 W C7 W M 31e FF=23.50 PAD=22.8 FIRE - LINE/CURVE DATA TABLE TABLE BEARING/DELTA RADIUS LENGTH RADIUS NOTE 1 N26"16'47"W -- 15.44' N48°43'04"W 12" PVC C-900 2 N23019'44"W -- 15.84' 12" PVC C-900 3 N23012'13"W -- 45.39' 12" PVC C-900 4 N25°56'02"W -- 5.78' SDR -35 12" PVC C-900 5 N28°53'05"W -- 5.77' SDR -35 12" PVC C-900 6 N31050'08"W - 5.77' SDR -35 12" PVC C-900 7 N34°47'11 "W -- 5.77' SDR -35 12" PVC C-900 8 N37044'14"W -- 5.77' SDR -35 12" PVC C-900 9 N40041'17"W -- 5.77' 9 12" PVC C-900 10 N43038'20"W -- 5.77' 10 12" PVC C-900 11 N46035'23"W -- 5.77' 11 12" PWC C-900 12 N49°32'26"111 -- 5.88' 12 12" PVC C-900 13 N50635'17"W -- 25.56' 13 12" PVC C-900 14 N84024'43"E -- 7.79' 14 12" PVC C-900 15 N61°54'43"E -- 42.91' 15 12" PVC C-900 16 N26°58'13"W -- 63.64' 16 12" PVC C-900 17 N72°33'08"W -- 76.15' 17 12" PVC C-900 18 N62026'52"E -- 7.78' 06006'25" 1 12" PVC C-900 19 N73°41'52"E -- 16.45' N12°30'21"E I 12" PVC C-900 20 N76011'52"E -- 39.09' PVC 12" PVC C-900 21 N89057'28"E -- 129.81' C-900 12" PVC C-900 22 N79059'54"E -- 53.74' 25 12" PVC C-900 23 N88°45'06"W -- 38.66' N23019'44"W -- 12" PVC C-900 24 N17026'52"E -- 7.49' 15.81' 12" PVC C-900 25 N09014'05"W - 168.67' 12" PVC C-900 26 N42"59'05"W -- 37.44' 2" 8" PVC C-900 27 N66"47'47"E -- 35.01' PVC 1.5" N13°48'08"W -- PVC 28 N66047'47"E -- 19.79' 32 1.5" 32.05' PVC 29 N59°09'48"E -- 75.33' N05°37'55"W -- 1.5" PVC 30 N37043'09"W -- 5.77' 9.55' 1.5" 2" PVC 31 N52°16'51"E -- 56.02' 1.5" PVC PVC 32 N55°32'47"E -- 11.23' 2" 1.5" 37 PVC 33 N66°47'47"E -- 7.23' PVC 1.5" PVC 34 N39"24'43"E -- 18.61' PVC 1.5" PVC 35 N05°39'43"E -- 26.59' 1.5" PVC 36 N81023'15"E -- 58.48' 1.5" PVC 37 N36°23'15"E -- 14.10' 1.5" PVC 38 N08036'45"W -- 43.38' 1.5" PVC 39 N81"23'15"E -- 83.05' 1.5" PVC 40 N53036'45"W -- 23.54' 1.5" PVC 41 N00°02'32"W -- 53.61' 1.5" PVC 42 N10°00'06"W -- 18.55' 1.5" PVC 43 N33047'32"W -- 32.79' 8" PVC C-900 44 N11017'32"W -- 93.04' 8" PVC C-900 45 N33°47'32"W -- 24.95' 8" PVC C-900 46 N22°32'32"W -- 29.89' 8" PVC C-900 47 N00°02'32"W -- 29.89' 8" PVC C-900 48 N42°59'05"W -- 32.89' 8" PVC C-900 49 N47°00'55"E -- 27.22' 6" PVC C-900 SEWER - LINE/CURVE DATA TABLE <@> BEARING/DELTA RADIUS LENGTH BEARING/DELTA RADIUS NOTE 1 N48°43'04"W -- 31.66' 97.78' 8" SDR -35 2 25`38'41" 127.00' 56.84' 4" 8" SDR -35 3 N23°04'23"W -- 49.14' PVC 8" SDR -35 4 20032'58" 296.00' 106.16' C-900 8" SDR -35 5 N61°58'27"E -- 58.78' 6 6" SDR -35 6 N81°27'26"E -- 50.43' N76°11'52"E -- 8" SDR -35 7 08°48'22" 500.00' 76.85' 129.68' 8" SDR -35 8 NO2055'57"W -- 11.08' 8" SDR -35 9 NO2°55'57"W -- 45.22' 4" 4" SDR -35 10 N66055'37"E -- 15.01' PVC 4" SDR -35 11 N31°40'26"E -- 25.52' C-900 4" SDR -35 12 18°56'26" 115.00' 38.02' 14 4" SDR -35 13 N61°58'27"E -- 48.47' N50°35'17"W -- 4" SDR -35 14 N24°45'28"W -- 44.99' 6.02' 4" SDR -35 15 N00°00'00"E -- 27.99' 4" 4" SDR -35 16 N28001'33"W -- 10.77' PVC 4" SDR -35 17 N04027'32"W -- 14.02' 4" SDR -35 18 06006'25" 1 296.00' 1 31.55' C-900 8" SDR -35 19 N12°30'21"E I -- 1 37.56' 22 4"SDR-35 5.97' 1 19. 17 � 11 1 .' ./ 4 30" , FF=23.20 PAD=22.5 C9 MATCH LINE - SEE SHEET 4 ' / / 0.0084 1 = m j CONST. MH NO. 15 24 46 12 12+25.95 LINE Al 6 FF=23 . 50- e2•24.36TM'I 1+ 2.59 INSTALL jj 7.46INV-S .IN 1x� ds°s c IRE SERVICE, t' 17.36INV-N OUT PAD=22 8 s1 o �.. _-' 1.5 F �.I '� u T t - PRtwncFn 1""FIV. '\•,.r 'p1. _ 0 1� ..., A 19.SOINV 12 10 w X49 � s 1 ��� 1 27 V\ \'�9ti`tiS\` FF=23.70`1 PAD=23.0 tiF \'10. ilk "\. >] ' )� C3,r'°. '�� 6yt`:,`' Alco ' F 14 _._,..__... 14 91.80TC0 '1ti ti r 4 17.04IN4V-12"SD �° g'' 1.5 FIRE SERVICE L 1L ` 12+82.28 INSTALL B 19.6 INV 4"SWR i 8 42 2° WATER SVC _ 47 o� 1� � _� - � .:� � 28 47 CONST Mi NO. 14 19+29.07 INS i I 12+70.67 LINE B1 6 FF=22.30 28 12" 45° BEND I I -- 65TMi ; 7.53 INSTALL T 17.91INV_NW OUT PAD -21 . 6r.-- \ FTRF SFav1cF m__ 18.11INV 4 LAT'S IN 29 FF=24.50 PAD=23.8 20 • t 20 40 60 fJel h1 a O =71f j FF 22 0 yy , f �--_ _-- �r Y_ � PAD=22.0 _ VV r 13+42.24 INSTAL 35 4 22,5 BfB'll�d t 'k 19+95.65 INSTN� - 12� 11.25= BEND 36 Thd` �o 17.63I� NV-4"W�TR y I Po 1� 1 e T y �S t _19+84.3.5=13+54.58{rY1 INSTALL e TEE IJ LJ f / 19+74.53 i f ' �DEFL 19+55.72 INSTALL 32 ! r `12" 22.5' BEM L.� :-- 16 O6INSTAI�I _.... r 17+"8'9.61 INSTALL - 11.25" BEM 36 ' W H 16+83.13=10+00.00 _ ;. .,. �a=- - 16+99.77 INSTALL p j Y 12 11.25 BEND 18.14INV-6"SD 0 17 I -TALL 12"X12 X8 TEE , 15.61INV�"SD 4" 11.25 BEM 39 W 18 GV :. r 19+26.53 INSTALL 16.65INV 12 FIREN ?� J4-- CD 1 17 93.14 INSTALL ! �-- 18.16IM+ 12 FIRE � o- _ _._ �. 19.65INY 1.5 FIRE 39 z r l 4 4 45M+ t o f -yam-18+45.41 INSTALL - V( - 4 11.25 BEND---18.93INV 6pSD 20.MINV 1p5 LIRE " ?. 78.70INV 4 W1R 18.50INV-4"W1R E-- w - `wry.,., i 36 % 19.50INV 4 WTR____ 20.60INV-6 FIRE T.� _ IRE 10 W ....,.._ 11 18.92INV 4 Willa--19.50INV-4 WTR -.u_.. " 1 - 12" 11.25 BEND 1 L ... . '; 77 26....i6.00INV-12°FIRE 18+28.70 RE _. .. -E __... FIRE: FIRE 21 FIRE FIRE" FIRE 9 0 g, 14 16E22.37- -� % 5 00INV-4"WTR DEFL 2 30 0 FI W 8 _____. 12 1 5 0.0050 14.77INIV 1 18 __-_ 19.43I ''� WTR P _. - � 48 , .,_.. ._._ � I I e ~�-_..SXNJST. Mi NO. 16 � 7 W �N 1 a, I 6 17+09.92 LINE C INV 8 SWR $ �-- - -. 'i;, ,,, .� ' 42 23.80TC0 t 19 14 p _ _,_ r 1 _. 4 PROPOSED STORM DRAIN (TYP) '. 42 f� 23.71TMH /��W1" S 19 4BNVa4:5'FiRE W� _ 3 20 SOINV 17 20 18+57.93 10+00.00"' 6 18+31.65 _ -'"' 15.29INV SW IN _F S"�/ 16.851- ?`.SD _ t 9 8 -SWR z I ALS 12 X12 X8 TEEr -2 15.19INV E OUT NST �., 18+52.93 INSTALL w.. ,._ 127' _�a" 7" i16+43.67 INSTALL 4 x,28., :a.. -1 4- 2003%NV 6 FI .. 0'. S�.O 33 2 5 p 1.5 FIRE SERVICE-- 10+07p49 INS ALL 12,_ 45 BEND W I I - A 15.14INV-8'SWR 1 4 L �.Ia_ va 10+29.89 INSTALL r t 11 *.. 1" 50INV 29 _ ,~_ ^ 33 . " 20.27INV-6"FIRE G,; 26 WATER SN$TALL 42 iF U 8 45 �M B- !!__ y 8 22.5° BMs" ?t 1 21.08INV s 18.64INV 6 17+97.98 INSTALL : ' 47 - "- { 24.6 C 16.84INVA•SWR _ _ 11 r WA0+98.22 -00 INST 4 17.18I MATCH LINE -SEE BELOW RIGHT ° __ -23 1.5" SERVICE 1 1 " ,r` ; :68I , ` 19.54 y\` RI i ." _ FF 23.6 0 _ : ,,17.56INV 4 SWR " 10+59.78 INSTALL 37 20 8" 11.25° BEM i 16INV I, 24.e0rco 4 FF -23.30 1 PAD=22 9 2.21I�I "S[i �S 7+33.64 INSTALL` 9. 20.80INV 1829iV-4"SW 1.5"FIf6 SERVICE, , 10 1 _ 22 HOTCO PAD 22 6 \ 10 u� 1 l _ 8 :4 . l80 NV 3 47 17+41.65 INSTALL, \ s t 12+46.48 INSTALL'16)' t ` :45°REBDUDCER 49 44 16 4 \ " " J 6 GATE VALVE fy ON 12+68.00 INSTALL * �_ 46 6' FH ASSEMBLY r `eco°�°o00 `�... o...... 'Y.0., • LINE/CURVE DATA TABLE BENCHMARK: NO BEARING/DELTA RADIUS LENGTH 1i )I D �� nT R\�� o NOTE 1 N12"24'26"W -- 97.78' 4" PVC C-900 2 N01°09'26"W -- 21.12' 4" PVC C-900 3 NO3039'26"W -- 18.81' 4" PVC C-900 4 N26058'13"W -- 29.19' 4" PVC C-900 5 N72"33'08"W -- 80.22' 4" PVC C-900 6 N73°41'52"E -- 14.66' 4" PVC C-900 7 N76°11'52"E -- 38.52' 4" PVC C-900 8 N89°57'28"E -- 129.68' 4" PVC C-900 9 N79"59'54"E -- 53.69' 4" PVC C-900 10 N88°45'06"W -- 38.35' 4" PVC C-900 11 N88°50'34"E -- 12.34' 4" PVC C-900 12 N64°24'43"E 9.12' 4" PVC C-900 13 N61°54'43"E -- 40.93' 4" PVC C-900 14 N84024'43"E -- 10.24' 4" PVC C-900 15 N50°35'17"W -- 27.26' 4" PVC C-900 16 N49032'26"W -- 6.02' 4" WC. -C-900 17 N46°35'23"W -- 5.97' 4" PVC C-900 18 N43°38'20"W -- 5.97' 4" PVC C-900 19 N40"41'17"W -- 5.97' 4" PVC C-900 20 N37°44'14"W -- 5.97' 4" PVC C-900 21 N34047'11"W -- 5.97' 4" PUC C-900 22 N31°50'08"W -- 5.97' 4" PVC C-900 23 N28°53'05"W -- 5.97' 4" PVC C-900 24 N25°56'02"W -- 5.98' 4" PVC C-900 25 N23°12'13"W -- 45.48' 4" PVC C-900 26 N23019'44"W -- 15.74' 4" PVC C-900 27 N26016'47"W -- 15.81' 4" PVC C-900 28 N66°47'47"E -- 30.00' 2" PVC 29 N46021'40"E -- 36.01' 2" PVC 30 N12036'40"E -- 26.79' 2" PVC 31 N13°48'08"W -- 24.52' 2" PVC 32 N16052'05"E -- 32.05' 2" PVC 33 N05°37'55"W -- 21.41' 2" PVC 34 N39°22'05"E -- 9.55' 2" PVC 35 N00°02'32"W -- 52.69' 2" PVC 36 N00002'32"W -- 52.24' 2" PVC 37 N10°00'06"W -- 14.55' 2" PVC 38 N77°35'34"E -- 26.51' 2" PVC 20 • t 20 40 60 fJel h1 a O =71f j FF 22 0 yy , f �--_ _-- �r Y_ � PAD=22.0 _ VV r 13+42.24 INSTAL 35 4 22,5 BfB'll�d t 'k 19+95.65 INSTN� - 12� 11.25= BEND 36 Thd` �o 17.63I� NV-4"W�TR y I Po 1� 1 e T y �S t _19+84.3.5=13+54.58{rY1 INSTALL e TEE IJ LJ f / 19+74.53 i f ' �DEFL 19+55.72 INSTALL 32 ! r `12" 22.5' BEM L.� :-- 16 O6INSTAI�I _.... r 17+"8'9.61 INSTALL - 11.25" BEM 36 ' W H 16+83.13=10+00.00 _ ;. .,. �a=- - 16+99.77 INSTALL p j Y 12 11.25 BEND 18.14INV-6"SD 0 17 I -TALL 12"X12 X8 TEE , 15.61INV�"SD 4" 11.25 BEM 39 W 18 GV :. r 19+26.53 INSTALL 16.65INV 12 FIREN ?� J4-- CD 1 17 93.14 INSTALL ! �-- 18.16IM+ 12 FIRE � o- _ _._ �. 19.65INY 1.5 FIRE 39 z r l 4 4 45M+ t o f -yam-18+45.41 INSTALL - V( - 4 11.25 BEND---18.93INV 6pSD 20.MINV 1p5 LIRE " ?. 78.70INV 4 W1R 18.50INV-4"W1R E-- w - `wry.,., i 36 % 19.50INV 4 WTR____ 20.60INV-6 FIRE T.� _ IRE 10 W ....,.._ 11 18.92INV 4 Willa--19.50INV-4 WTR -.u_.. " 1 - 12" 11.25 BEND 1 L ... . '; 77 26....i6.00INV-12°FIRE 18+28.70 RE _. .. -E __... FIRE: FIRE 21 FIRE FIRE" FIRE 9 0 g, 14 16E22.37- -� % 5 00INV-4"WTR DEFL 2 30 0 FI W 8 _____. 12 1 5 0.0050 14.77INIV 1 18 __-_ 19.43I ''� WTR P _. - � 48 , .,_.. ._._ � I I e ~�-_..SXNJST. Mi NO. 16 � 7 W �N 1 a, I 6 17+09.92 LINE C INV 8 SWR $ �-- - -. 'i;, ,,, .� ' 42 23.80TC0 t 19 14 p _ _,_ r 1 _. 4 PROPOSED STORM DRAIN (TYP) '. 42 f� 23.71TMH /��W1" S 19 4BNVa4:5'FiRE W� _ 3 20 SOINV 17 20 18+57.93 10+00.00"' 6 18+31.65 _ -'"' 15.29INV SW IN _F S"�/ 16.851- ?`.SD _ t 9 8 -SWR z I ALS 12 X12 X8 TEEr -2 15.19INV E OUT NST �., 18+52.93 INSTALL w.. ,._ 127' _�a" 7" i16+43.67 INSTALL 4 x,28., :a.. -1 4- 2003%NV 6 FI .. 0'. S�.O 33 2 5 p 1.5 FIRE SERVICE-- 10+07p49 INS ALL 12,_ 45 BEND W I I - A 15.14INV-8'SWR 1 4 L �.Ia_ va 10+29.89 INSTALL r t 11 *.. 1" 50INV 29 _ ,~_ ^ 33 . " 20.27INV-6"FIRE G,; 26 WATER SN$TALL 42 iF U 8 45 �M B- !!__ y 8 22.5° BMs" ?t 1 21.08INV s 18.64INV 6 17+97.98 INSTALL : ' 47 - "- { 24.6 C 16.84INVA•SWR _ _ 11 r WA0+98.22 -00 INST 4 17.18I MATCH LINE -SEE BELOW RIGHT ° __ -23 1.5" SERVICE 1 1 " ,r` ; :68I , ` 19.54 y\` RI i ." _ FF 23.6 0 _ : ,,17.56INV 4 SWR " 10+59.78 INSTALL 37 20 8" 11.25° BEM i 16INV I, 24.e0rco 4 FF -23.30 1 PAD=22 9 2.21I�I "S[i �S 7+33.64 INSTALL` 9. 20.80INV 1829iV-4"SW 1.5"FIf6 SERVICE, , 10 1 _ 22 HOTCO PAD 22 6 \ 10 u� 1 l _ 8 :4 . l80 NV 3 47 17+41.65 INSTALL, \ s t 12+46.48 INSTALL'16)' t ` :45°REBDUDCER 49 44 16 4 \ " " J 6 GATE VALVE fy ON 12+68.00 INSTALL * �_ 46 6' FH ASSEMBLY r `eco°�°o00 `�... o...... 'Y.0., • SEE SHEET 1 FOR CONSTRUCTION NOTES NOTE: BOTTOM OF WATERL INE SHALL BE ONE FOOT (1 FT) OR MORE ABOVE THE TOP OF THE SEWER LINE WHEN CROSSING PROPOSED GRADE OVER WATER MAIN 36" MIN. COVER -4" WATER 48" MIN. COVER -12" WATER INSTALL 45" BENDS INSTALL AIR/VAC ASSEMBLY PER CVWD STD. DWG. W -21A & W-218 AT HIGH POINT EXISTING STREAM BOTTOM OF STREAM INSTALL BLOWOFF ASSEMBLY PER CVWD STD. DWG. W -25A AT LOW POINT IN LINE INSTALL 45" BENDS 60' LONG STEEL CASING (SEE PLAN FOR SIZE) CENTERED BELOW EXISTING STREAM, SEE CVWD STD. NO. W-40 FOR PIPE INSTALLATION WITHIN CASING STEEL CASING (STREAM CROSSING) NO SCALE DESCRIPTION � BENCHMARK: BASIS OF BEARINGS: 1i )I D �� nT R\�� o CITY OFLAQUINTABM#430-Descripfion:112"COPPERWELD MONUMENT, STAMPED °LS-98°,FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467'(NAVD88) THE EEARINGS SHOWN HEREON ARE BASED. UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG q YOU DIG ELEVATION = 3.216'(NGVD29) PROJECT ELEVATION ATBM#430 (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' from the elevations shown). BY THE LINE BETWEEN USC&GS STATIONS LA QUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD), (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH DATE BY TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT (To obtain Project Elevations in NGVD29, Add 0.687'to the elevations shown). ELEVATION =3.903' 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS 1 BEING N.40°16'30.20"W. SEE SHEET 1 FOR CONSTRUCTION NOTES NOTE: BOTTOM OF WATERL INE SHALL BE ONE FOOT (1 FT) OR MORE ABOVE THE TOP OF THE SEWER LINE WHEN CROSSING PROPOSED GRADE OVER WATER MAIN 36" MIN. COVER -4" WATER 48" MIN. COVER -12" WATER INSTALL 45" BENDS INSTALL AIR/VAC ASSEMBLY PER CVWD STD. DWG. W -21A & W-218 AT HIGH POINT EXISTING STREAM BOTTOM OF STREAM INSTALL BLOWOFF ASSEMBLY PER CVWD STD. DWG. W -25A AT LOW POINT IN LINE INSTALL 45" BENDS 60' LONG STEEL CASING (SEE PLAN FOR SIZE) CENTERED BELOW EXISTING STREAM, SEE CVWD STD. NO. W-40 FOR PIPE INSTALLATION WITHIN CASING STEEL CASING (STREAM CROSSING) NO SCALE APP'D I DATE QROIESS7OIq 1. 7 � Fy y � T Z � No. C43090 � qlF OF CA0��� tO S=0.0333� 20.2 A f M T i 18.47IW-4"SWR 21.60INV-1A7'S 0.0641 3 X22 60INV 2WTR 1 :, 47:i° o N ( i n 12 a=" �rTRE LEAF , Ir t1 jam" FIS 36FIRE 39 F 12 - 17+60.71 INSTA 1 l r 2 WATER_SVC 1+02.22 INSTALL w W.E 1{g5 FIRE SERVI x y 9 � n � � I \ 0 - t 1 10 _° 22 1 FF=26.50 PAD -25. 8 t � - i 11+76.16 INSTALL 29 -`- 8" 45" BEtD MATCH LINE - SEE ABOVE LEFT APPROVAL BY: �-Michael Baker I N T E R N AT 1 0 N A L 75-410 Gerald Ford Drive, Suite 100 BRYAA McKINNEY Palm Desert; CA 92211 CITY ENGINEER Phone: (760) 346-7481 MBAKERINTL.COM R.C.E. NO. 49418 DRAWN JR DESIGNED 05/25/21 SCALE AS NOTED CHECKED RV MICHAEL TYLMAN RCE N0. C43090, EXP. 3/31/2022 DATE: rj `21 FF=25.50 PAD=24.8 4 1 /--PROPOSED STORM DRAIN (TYP) r s 10 111+77.77 INSTALL 33 44 16 8 27.5 BEM'.= 8°X6 REDUCEER/ i4 l , 6° GATE VALVE _ i v J�4 c�`s 9 KO 0 y ' S�o 12+10.56 ti 46 FH FH AS,SEEfLYI- f'� o BW INDICATES LOTS REQUIRING BACKWATER VALVE FOR SEWER. 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 5 SILVERROCK RESORT DATE Gr1/L OE 9 SHEETS EXP. 09/302022 MONTAGE HOTEL, SPA AND GUESTROOMS DWG. NAME JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S„ R.7E., S.B.B.& M. FILE NO. DATE May 2021 FOR: SILVERROCK DEVELOPMENT COMPANY, LLC SW2019-0001 r� N 0 N 00 0 U) LU DESCRIPTION R E V I S 1 0 N S APP'D I DATE QROIESS7OIq 1. 7 � Fy y � T Z � No. C43090 � qlF OF CA0��� tO S=0.0333� 20.2 A f M T i 18.47IW-4"SWR 21.60INV-1A7'S 0.0641 3 X22 60INV 2WTR 1 :, 47:i° o N ( i n 12 a=" �rTRE LEAF , Ir t1 jam" FIS 36FIRE 39 F 12 - 17+60.71 INSTA 1 l r 2 WATER_SVC 1+02.22 INSTALL w W.E 1{g5 FIRE SERVI x y 9 � n � � I \ 0 - t 1 10 _° 22 1 FF=26.50 PAD -25. 8 t � - i 11+76.16 INSTALL 29 -`- 8" 45" BEtD MATCH LINE - SEE ABOVE LEFT APPROVAL BY: �-Michael Baker I N T E R N AT 1 0 N A L 75-410 Gerald Ford Drive, Suite 100 BRYAA McKINNEY Palm Desert; CA 92211 CITY ENGINEER Phone: (760) 346-7481 MBAKERINTL.COM R.C.E. NO. 49418 DRAWN JR DESIGNED 05/25/21 SCALE AS NOTED CHECKED RV MICHAEL TYLMAN RCE N0. C43090, EXP. 3/31/2022 DATE: rj `21 FF=25.50 PAD=24.8 4 1 /--PROPOSED STORM DRAIN (TYP) r s 10 111+77.77 INSTALL 33 44 16 8 27.5 BEM'.= 8°X6 REDUCEER/ i4 l , 6° GATE VALVE _ i v J�4 c�`s 9 KO 0 y ' S�o 12+10.56 ti 46 FH FH AS,SEEfLYI- f'� o BW INDICATES LOTS REQUIRING BACKWATER VALVE FOR SEWER. 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 5 SILVERROCK RESORT DATE Gr1/L OE 9 SHEETS EXP. 09/302022 MONTAGE HOTEL, SPA AND GUESTROOMS DWG. NAME JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S„ R.7E., S.B.B.& M. FILE NO. DATE May 2021 FOR: SILVERROCK DEVELOPMENT COMPANY, LLC SW2019-0001 r� N 0 N 00 0 U) LU I W L r W I r vJ 1 W I 15.43 Z 14.40 15+37. Q11 91IN 33It. 16.0 15.1 14+56,15 INST 12"x6" TEE W -� LL M, 7 15+30.417 BC 's-1 14.31I 14 S=0.0050 I t 10+78.56 19 ,I;I I ° 8" 45 BI all FF=22.00,. PAD=21 .3 ; I (✓ffjj88 al ry L' P __._-. PROPOSED STORM DRAIN (TYP)Y - v./. - _...v,- 21.00NV-6"FIRE " 18.97INV-6"SD FIRE - LINE/CURVE DATA TABLE WATER - LINE/CURVE BEARING/DELTA RADIUS LENGTH TABLE NOTE 1 N88°45'06"W -- 18.14' NOTE 12" PVC C-900 2 N86°15'06"W -- 18.17' 12" PVC C-900 3 N83°45'06"W -- 116.94' 116.05' 12" PVC C-900 4 N61°15'06"W -- 157.65' PUC C-900 12" PVC C-900 5 N58045'06"W -- 100.43' N15000'06"W -- 12" PVC C-900 6 N15000'06"W -- 40.38' 4" 12" PVC C-900 7 N60000'06"W -- 57.74' 9 12" PVC C-900 8 N82°30'06"W -- 14.62' 23.62' 12" PVC C-900 9 N85°00'06"W -- 17.83' PVC C-900 12" PVC C-900 10 N87°30'06"W -- 5.96' NOO'00'06"W -- 12" PVC C-900 11 N89059'54"E -- 19.53' 4" 12" PVC C-900 12 NOO*W 06"W -- 75.63' 16 12" PVC C-900 13 N35°00'06"W -- 17.36' 11.74 12" PVC C-900 14 N00°00'06"W -- 26.21' 2" PVC 12" PVC C-900 15 N11°14'54"E -- 24.56' N28°44'54"E -- 12" PVC C-900 16 N00°00'06"W -- 12.13' SDR -35 12" PVC C-900 21 N11°15'06"W -- 53.07' 23 12" PVC C-900 22 N00°00'06"W -- 25.22' 37.56' 1.5" PVC C-900 23 N06014'54"E -- 22.05' 2" PVC 8" PVC C-900 24 N38045'06"W -- 14.42' N45°00'06"W -- 8" PVC C-900 25 N06014'54"E - 11.77' 8" PWC C-900 26 N28044'54"E -- 30.32' 30 8" PVC C-900 27 N16°15'06"W -- 106.37' 9.49' 8" PVC C-900 28 N28044'54"E -- 24.88' 1.5" PVC 29 N28°44'54"E -- 34.75' 1.5" PVC 30 N32010'32"E -- 5.88' 1.5" PVC 31 N74°59'54"E -- 23.25' 1.5" PVC 32 N29059'54"E -- 28.44' 1.5" PVC 33 NOO°00'06"W -- 25.48' 1.5" PVC 34 N44059'54"E -- 4.88' 1.5" PVC 35 N00°00'06"W -- 59.97' 1.5" PVC 36 N45°00'06"W -- 11.41' 1.5" PVC 37 NOO"00'06"W -- 8.59' 1.5" PVC 38 N16°15'06"W -- 6.98' 1.5" PVC 39 N36022'27"W -- 2.41' 1.5" PVC 40 N28"44'54"E - 22.15' 6" PVC -C-900 41 N29°59'54"E -- 6.68' 1.5" PVC 42 N89°59'54"E -- 6.61' 6" PVC 43 N78045'06"W -- 5.28' 1.5" PVC 44 N83°45'06"W -- 6.37' 1.5" PVC ". 000 0 G° °°G�°� s oca 120 7.08 INSTA LL46a, °k0FHASSEMLY - , ° ' G0. 00. . :x- 'INV-6"FIRE N, 11INV-4"NTR �" CONST. Mi NO. 17 ✓ , "14+57.40 EC -LINE C , " �22.72TM1 6 13.95IN-WIN-- 13.85INV- -OUT ; J 5 N . _. x, I FIRE 14+19.40 INSTALL 35 4 22.5 E`^ ' 20.161INV-1.5"FIRE f .....,42 , rn A19.o0INV 4"WTR N, 4 w 4. S �% �j\ 9.99INV-2 INV-8"NT 3; 12 - 14 811R- µ N ..14+10.28 BG , <'AR•, 13. / 3,.63INV �I °".e __.. ___ NSTALL w `p 73,7j9r SF! 13+89.30 ., \f �� 13.52INV, A < f 47 17.73INV�"SD r ,. S - 4+93. x # !p .'; !, A 16.501W-12"FIRE .5" FIRE SERIVV �r y `21.00INV 6'SD 18.OBINV 6pSD e' ' x.2523 3 ^ <", ° i8.O6INV-4 WTR 21.01INV-1.5"FIRE 4, a7 = 6 12IM 4 SIR 20.20INV-4"WTR L �1W S=0.0050 21.01INV 1.5'FIRE f, f123 80TC0% < I 13.16INV-8"S _w L 4 X19 19INV-6"SD 29 :5 19.801NVF/ 13 27INV-8 SIR, o 11 12+56.50 r# " '< f" ` < .', DEFL.=2'30' \ 8 t /20 92INV-2"WTRTM' j 12+62.63 ` ~ " ""1`:.4° Fi �/ `., .,,11 1RTNV-A CM % "',...... FF=24.50 Pao=23.8 DOMESTIC WATER - LINE/CURVE DATA DATA TABLE NO BEARING/DELTA RADIUS LENGTH LENGTH NOTE 1 N88°45'06"W -- 17.97' 4" PVC C-900 2 N86°15'06"W -- 18.00' 4" PVC C-900 3 N83°45'06"W -- 116.05' 4" PVC C-900 4 N61°15'06"W -- 156.77' 4" PUC C-900 5 N58045'06"W -- 98.74' 4" PVC C-900 6 N15000'06"W -- 40.44' 4" PVC C-900 7 N60000'06"W -- 60.19' 4" PVC C-900 8 N82030'08"W -- 15.51' 4" PUC C-900 9 N85°00'06"W -- 18.00' 4" PVC C-900 10 N89°59'54"E -- 23.62' 4" PVC C-900 11 N00°00'06"W -- 80.89' 4" PVC C-900 12 N35°00'06"W -- 17.36' 4" PVC C-900 13 NOO'00'06"W -- 24.56' 4" PVC C-900 14 N11°14'54"E -- 24.56' 4" PVC C-900 15 NOO°00'06"W -- 39.90' 4" PVC C-900 16 N11015'06"W -- 53.07' 4" PVC C-900 17 NOO'00'06"W -- 11.74 4" PVC C-900 18 NO3°44'54"E -- 40.50' 8" 2" PVC 19 N28°44'54"E -- 22.54' -- 2" PVC 20 N28°44'54"E -- 30.20' 15 2" PVC 21 N32010'32"E -- 7.45' SDR -35 2" PVC 22 N74°59'54"E -- 20.81' 8" 2" PVC 23 N29°59'54"E -- 21.96' -- 2" PVC 24 NOO'00'06"W -- 37.56' N89°59'56"E 2" PVC 25 N44°59'54"E -- 6.29' 19 2" PVC 26 N00°00'06"W -- 34.81' SDR -35 2" PVC 27 N45°00'06"W -- 11.41' 2" PVC 28 NOO'00'06"W -- 10.96' 2" PVC 29 N16015'06"W -- 5.26' 2" PVC 30 N07°29'54"E - 16.81 2" PVC 31 N78°45'06"W -- 9.49' 2" PVC SEE SHEET 1 FOR CONSTRUCTION NOTES ®w INDICATES LOTS REQUIRING BACKWATER VALVE FOR SEWER. INSTALL 11 17 40% FF=25.60 PAD=24.9 �3+ / 12+13. 12.64I 585 3 \' ~ 23 30INV-1. ID/ 12.3BINV-8` .�n=ii ien Al TESTA i . =' \ 11+35.58. INSTALL/ A1.5" FIRE SERVICE , DATA TABLE N �A MATCH LINE - SEE SHEET 7 o :11+05.16 INSTALL ' s` 11+09,55 INSTALL ! 4" 11 25 I"o 39 13 j \ 4 12" 11.25 BEND ° l Y, 1123+55.47 EC I 1 4 x;10, 8.86IMV CP 1s.� " Id 14 I 9 20' `�-----j'r 39 1+58 2i3laINSTALL 4" 11.25 BEND I 1 11+62.62 INSTALLi A 38 12" 11.250 BEND B 19 87INV 12 FIRE .F J / 1 r23 80TC0S 20.56 eWTR y 24+10.25 1 8 4 19 SOINV.. 9; 40INN 12 .: ts' I ! 21 99INV 4 SD l j i v r I( FF=24 . 50- 19 14INV 4 SwR S� 2 6x 3 1 I LJ ._ i PAD=23.8'U -_ 12+01.74_ INSTALL, 36 12" 11.25' BEM ° °! ,;i i � as-' 42 tyI 12+03.21 INSTALL �I "'"c 11+98.13 INSTALL 39 3 - x.�_,_ ROPOSED STORM DRAIN 1 FF=26.00 PAD=25.3 2 WATER SVC LN d 0 56INV-4"WTR 9 12+11,6 1 1 43 16 23NV-4°SWR 1 5 FIRE SERVICE .!tom 1 3r.1 0d y t ' 12 69 S= 17143 WATER SVC NOTE: BOTTOM OF WATERLINE SHALL BE ONE FOOT (1 FT) OR MORE ABOVE THE TOP OF THE SEWER LINE WHEN CROSSING LINE/CURVE DATA TABLE V I S 1 0 0 BEARING/DELTA RADIUS LENGTH NOTE r 1 05059'06" 500.00' 52.23' 8" SDR -35 4 14 2 N83"45'06"W -- 73.01' 8" SDR -35 (To obtain Project Elevations in NGVD29, Add 0.687'to the elevations shown). ELEVATION=3.903' 3 22°52'42" 115.00' 45.92' 8" SDR -35 4 N60016'31"W -- 223.33' 8" SDR -35 5 N15°00'06"W -- 40.96' 8" SDR -35 6 N59032'55"W -- 47.94' 8" SDR -35 7 30027'09" 135.00' 71.75' 8" SDR -35 8 N89°59'56"E -- 34.77' 8" SDR -35 9 N29043'29"E -- 33.85' 4" SDR -35 10 N24"04'08"E -- 39.31' 4" SDR -35 11 N12643'41"E -- 49.11' 4" SDR -35 12 N00"00'04"W -- 226.90' 8" SDR -35 13 03056'37" 400.00' 27.53' 8" SDR -35 14 N06°14'54"E -- 37.65' 8" SDR -35 15 N29°43'291 -- 24.88' 8" SDR -35 16 N29°43'29"E -- 34.79' 8" SDR -35 17 N41°14'13"W -- 34.18' 4" SDR -35 18 N89°59'56"E -- 57.11' 4" SDR -35 19 N89"59'56"E -- 39.74' 4" SDR -35 NOTE: BOTTOM OF WATERLINE SHALL BE ONE FOOT (1 FT) OR MORE ABOVE THE TOP OF THE SEWER LINE WHEN CROSSING )51� BENCHMARK: BASIS OF BEARINGS: V I S 1 0 N S DR a CITY OF LA QUINTA BM 1430 - Description: 11/2" COPPERWELD MONUMENT, STAMPED "LS-98",FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5.467' (NAVD88) THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY 1j r DIAL TWO WORKING BEFORE / DAYS BEFORE YOU DIG rq YOU DIG ELEVATION = 3.216'(NGVD29) PROJECT ELEVATION ATBM#430 (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' from the elevations shown). BY THE LINE BETWEEN USC&GS STATIONS LA QUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD), (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH io to x113+05 INSTALL 4 14 .85 6" FH ASSY 21 46 16 44� f 0 DATE BY TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTGEODETIC (To obtain Project Elevations in NGVD29, Add 0.687'to the elevations shown). ELEVATION=3.903' 2011.00) AS SHOWN ON THE NATIONAL SURVEY PUBLISHED DATA SHEETS BEING N.40'16'30.20"W. i NOTE: BOTTOM OF WATERLINE SHALL BE ONE FOOT (1 FT) OR MORE ABOVE THE TOP OF THE SEWER LINE WHEN CROSSING 20 10 0 SCALE: 1"=20' �o QROF ESS /dNQ` v � c � 9 � No. C43090 9l CIV1l Q APP'D DATE l F OF CAI.\EO/ INTERNATIONAL 75410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 - MBAKERINTL.COM 05/25/21 MICHAEL TYLMAN RCE NO. C43090, EXP. 3/31/2022 DATE: APPROVAL BY 14 eV 119 FF=26.50 PAD=25.8 DRAIN (TYP) K BRYAW McKINNEY - CITY ENGINEER R.C.E. NO. 49418 IRAWN JR DESIGNED JR/KE KALE AS NOTED CHECKED RV 0 O' 9 N15TALL 35 14 EM 7-s- 1 10+26.29 BC 11.55INV X49.1111NP3' 11.51INV-E 1069 DESCRIPTION R E V I S 1 0 N S 20 10 0 SCALE: 1"=20' �o QROF ESS /dNQ` v � c � 9 � No. C43090 9l CIV1l Q APP'D DATE l F OF CAI.\EO/ INTERNATIONAL 75410 Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 - MBAKERINTL.COM 05/25/21 MICHAEL TYLMAN RCE NO. C43090, EXP. 3/31/2022 DATE: APPROVAL BY 14 eV 119 FF=26.50 PAD=25.8 DRAIN (TYP) K BRYAW McKINNEY - CITY ENGINEER R.C.E. NO. 49418 IRAWN JR DESIGNED JR/KE KALE AS NOTED CHECKED RV 0 O' 9 N15TALL 35 14 EM 7-s- 1 10+26.29 BC 11.55INV X49.1111NP3' 11.51INV-E 1069 p'f 22 INSTALL 39 4 11 250 BEM 25+2O. 76 + 10.51INVI n G 1j r I r 6 c0 io to x113+05 INSTALL 4 14 .85 6" FH ASSY 21 46 16 44� f 0 Lu of r.0 C Q EE 0 12+4 .2 INSTALL 31� 4 45 BEND i 12" 90' BEMs i C7 Itz `S�.0100 10+00.00 13+45.50 INSTALL L 1 's..I 1 D p'f 14.85IW-4-SWN 20' CVWD ESMT. 25+2O. 76 10.51INVI n G ,E Cal cixs, 1 S-0.0100 r 6 c0 u x113+05 INSTALL 4 14 .85 6" FH ASSY 21 46 16 f 0 I of r.0 C Q EE 0 PPP 10+00.00=13+45.50 INSTALL, 12" 90' BEMs i C7 :a.s Y 10+00.00 13+45.50 INSTALL 21. A go t°?_. -"' G ,E Cal cixs, g 0 ' r 6 c0 u G .n 04,5<: �1 C, G f 0 I of r.0 C Q EE 0 PPP G U Y L 10. 19 NE A= E_C n IN OUT I 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 6 DATE G 92/ SILVERROCK RESORT of 9 SHEETS EXP. 09/30/2022 MONTAGE HOTEL, SPA AND GUESTROOMS DWG. NAME JOB NUMBER FILE NO. 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.65.,R.7E., S.B.B.& M. DATE May 2021 FOR• SILVERROCK DEVELOPMENT COMPANY, LLC SW2019-0001 N 0 N CD CD O b C) LU p DOMESTIC WATER - LINE/CURVE DATA TABLE NO BEARING/DELTA RADIUS LENGTH NOTE 1 N66°14'39"W -- 16.09' 4" PVC C-900 2 N68044'39"W -- 74.30' 4" PVC C-900 3 N71014'39"W -- 18.00' 4" PVC C-900 4 N73°44'39"W -- 18.00' 4" PVC C-900 5 N76014'39"W -- 18.06' 4" PVC C-900 6 N87°29'39"W -- 130.94' 4" PVC C-900 7 N84059'39"W 3.04' 4" PVC C-900 8 N73°44'39"W -- 18.00' 4" PVC C-900 9 N71014'39"W -- 118.87' 4" PVC C-900 10 N82030'06"W -- 18.00' 4" PVC C-900 11 N85°00'06"W -- 18.00' 4" PVC C-900 12 N87°30'06"W -- 18.00' 4" PVC C-900 13 N00°00'06"W -- 39.64' 4" PVC C-900 14 N22°30'06"W -- 39.90' 4" PVC C-900 15 NOO°OO'O6"W -- 13.88' 4" PVC C-900 16 N21°15'21"E -- 28.69' 17.83' 2" PVC 17 NO2"30'21"E -- 24.31' 13 2" PVC 18 NO2°30'21"E -- 26.93' C-900 2" PVC 14 N88°19'59"W -- 9.00' 12" PVC 20 N18045'21"E -- 20.76' N00°00'06"W -- 2" PVC 21 N67°29'54"E -- 13.69' 4" 2" PVC L FF=23.50 PAD=22.8 FIRE - LINE/CURVE DATA TABLE �g BEARING/DELTA RADIUS LENGTH RADIUS NOTE 1 NW 14'39"W -- 17.77' 12" PVC C-900 8" 2 N68°44'39"W -- 74.12' 12" PVC C-900 8" 3 N71014'39"W -- 17.83' 12" PVC C-900 8" 4 N73°44'39"W -- 17.83' 12" PVC 0-900 8" 5 N76014'39"W -- 17.57' 12" PVC C-900 8" 6 N87 29 39'W -- 130.63' 12" PVC C-900 8" 7 N84 59 39 W -- 3.52' 12" PVC C-900 8" 8 N73044'395 -- 18.48' 12" PVC C-900 8" 9 N71014'39"W -- 118.57' 12" PVC C-900 8" 10 N82030'06"W -- 17.52' 12" PVC C-900 8" 11 N85°00'06"W -- 17.83' 12" PVC C-900 8" 12 N87°30'06"W -- 17.83' 12" PVC C-900 8" 13 N89059'54"E -- 27.71' 12" PVC C-900 8" 14 N88°19'59"W -- 9.00' 12" PVC C-900 4" 15 N00°00'06"W -- 44.43' 12" PVC C-900 4" 16 N22030'06"W -- 39.90' 12" PVC C-900 17 N00000'06"W -- 13.09' 12" PVC C-900 18 N85049'59"W -- 9.00' 12" PVC C-900 19 N83°19'59"W -- 2.89' 12" PVC C-900 20 N07°13'31"E -- 18.00' 12" PVC C-900 21 N09043'31"E -- 18.00' 12" PVC C-900 22 N12013'31"E -- 18.00' 12" PVC C-900 23 N14043'31"E -- 18.00' 12" PVC C-900 24 N12°13'31"E -- 18.00' 12" PVC C-900 25 N09043'31"E -- 9.00' 12" PVC C-900 26 N07013'31"E -- 18.00' 12" PVC C-900 27 N04"43'31"E -- 9.80' 12" PVC C-900 28 NO3°12'44"E -- 26.30' 12" PVC C-900 29 N00"42'44"E -- 141.15' 12" PVC C-900 30 N21"15'21"E -- 33.30' 1.5" PVC 31 NO2°30'21"E -- 28.73' 1.5" PVC 32 NO2630'21'E -- 31.50' 1.5" PVC 33 N18°45'21"E -- 24.54' 1.5" PVC 34 N67°29'54"E -- 7.45' 1.5" PVC 35 N18°45'21"E -- 26.10' 6" PVC C-900 SEWER - LINE/CURVE DATA TABLE 0 BEARING/DELTA RADIUS LENGTH NOTE 1 07°48'17" 200.00' 27.24' 8" SDR -35 2 N66013'24"W -- 102.12' 8" SDR -35 3 N89050'40"W -- 96.36' 8" SDR -35 4 18036'01" 300.00' 97.39' 8" SDR -35 5 N71°14'39"W -- 112.43' 8" SDR -35 6 10°26'12" 200.00' 1 36.43' 8" SDR -35 7 N81040'51"W -- 56.47' 8" SDR -35 8 N07°13'31"E -- 36.08' 8" SDR -35 9 07°32'04" 400--00' 52.60' 8" SDR -35 10 N11°16'14"W -- 9.13' 8" SDR -35 11 07°19'33" 400.00' 51.14' 8" SDR -35 12 14001 400.00' 98.07' 8" SDR -35 13 N00042'44"E -- 141.28' 8" SDR -35 14 N23°46'36"E -- 21.24' 4" SDR -35 15 N09009'57"E -- 11.97' 4" SDR -35 16 N00009'20"E -- 19.40' 4" SDR -35 17 N18°35'04"E -- 19.33' 4" SDR -35 18 N13°34'13"E -- 23.32' 4" SDR -35 20 10 0 SCALE: 1"=20 NOTE: BOTTOM OF WATER LINE SHALL BE ONE FOOT (1 FT) OR MORE ABOVE THE TOP OF THE SEWER LINE WHEN CROSSING CONSTRUCTION NOTES O1 INSTALL 8" SDR -35 SEWER MAIN (OR APPROVED EQUAL) O INSTALL 4" SDR -35 SEWER LATERAL (OR APPROVED EQUAL) INSTALL 8" CLEAN OUT TO FINISH GRADE WITH CAP ©INSTALL 48" DIAMETER MANHOLE PER CVWD STD. DWG. NO. S-5 O7 INSTALL 60" DIAMETER MANHOLE PER CVWD STD. DWG. NO. S-5 ® INSTALL 4" BACKFLOW PREVENTION ASSEMBLY PER PLUMBING PLAN ( INSTALL 6" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) 11 INSTALL 12" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) 12 INSTALL 1.5" PVC SCH. 40 FIRE SERVICE WITH REQUIRED BENDS AND FITTINGS (OR APPROVED EQUAL) 14 INSTALL 4" C-900 WATER MAIN WITH 36" MINIMUM COVER (OR APPROVED EQUAL) 15 INSTALL 4" GATE VALVE 16 INSTALL 6" GATE VALVE 18 INSTALL 12" GATE VALVE 19 INSTALL 12"x12"x12" TEE 21 INSTALL 12"x12"x6" TEE 27 INSTALL 4" 900 BEND, RESTRAINED 32 INSTALL 12" 22.50 BEND, RESTRAINED 35 INSTALL 4" 22.5° BEND, RESTRAINED 36 INSTALL 12" 11.25° BEND, RESTRAINED 39 INSTALL 4" 11.25° BEND, RESTRAINED 42 INSTALL 2" PVC SCH. 40 WATER SERVICE WITH REQUIRED BENDS AND FITTINGS (OR APPROVED EQUAL) 43 INSTALL 8"X6" 90° BEND, RESTRAINED 46 INSTALL 6" FIRE HYDRANT ASSEMBLY (WET BARREL) 47 INSTALL 1.5" FDC PER RIVERSIDE COUNTY FIRE REQUIREMENTS (WALL MOUNTED, COORDINATE WITH MEP PLANS) 50 INSTALL 12" 90" BEND, RESTRAINED BW INDICATES LOTS REQUIRING BACKWATER VALVE FOR SEWER. ( - ._� ,... EXIST. LAKE FILL WATER LINE TO REMAIN Jr- J J , J 2 z~14+23 94 k - v _.. ...r_ __,.. C (PROTECT IN PLACE) h 230 14+06.11 ' w m _ 1 5 "°EWa� as 19+97 26 DEFL.-2 30 13+88 28� fIT-DEFL 2°30 a 21+88.90 INSTALL 20+15.261 DEFL•=2 30' 13+70.71 INST " 1 BEND la £ 3 36 . _ --v !V `12+56 63 _3 5 9,4 1 2 L,"�Oaoa 14 IIP DEFL. 20+33.26 12 11.25 BEND •'�- I i "` w 21+65 69 14+85.495 °: a 3 20+51.31 INSTALL 18 79INV-2 WTR- I (-- - 12+32.94 INSTALL 36 -- - _ _. 10.50INV p o a 3�naaa a Q RE 39 DEFL. 2 30'~� ,... _ 12" 11.25° 1298+18.16 a o 4 ,' S 4" 11.25 KENDE 9.39INV-8'SNR llcfng� e a na 4 a CEFL.-2°30 11 5.3532. n a n a _ F" a _ L, g F FIRE --k g FI + - TCO _ .r, 0 ,:c 00 araa,oa`0� M1 6 1 v I 7 FIR ii 22+fl3.20 uVI 8 4 .$-0.0050 1 1 J a a o s nada .n T' nn INV , e a'' Pc ,., 42 < k . a o u wn a o n 7 8 DEFL.=2 30 17.46INV-4'WTR �.� 12 ou i / aar,'. onna a-a�aaD da ;� 14 13+02.72 ECa , nU ., 8 RE 18.30INV 6°FIRE li e- ?.. at �2M e a aoc? a ua°a V__ -11+65 61 INS_TAZL 1 a 9.51INV°.EE�c `a- n }n \ 11 16 t 7•, 23.10TW S 3 - 'S S S _ ti 1° on. F 6" FH ASSY 21 461,x, . d(rv..:.-..CONST. MH NO.. 6 3 S�.7287 ?20.26INV-1.5"FIRE - 13+09.29 { 4 " ° _._.`...' 13 99.08 LINE B_ `'' 3 5.4267 0O >r~. 4, gnaw ^ .,,.,na e 18.30INV 6`FIRE ° ✓..__ ,. g i ^`. n. a ,n 10+99.60 IN ALL ` s 20.23INV 2"WTR _.9-,85INV-8°S11R__.._ _ 9.52INV C S wa' 8.91INV-8 SWR 18.68INV-2 WTR 36 k-..... iJ - ....._- aan w, a 10.18INV-S IN 9 12 11.25 BEFD V __ 42 18.89IMV-1.5 FIRE a°° 8.81INV-8°SWR __. L Q 10.OSINV-W IN 9.87INV 8 SNR sa 1 ( ` { - 13+59.36 INSTALL 9.37INV-8 SNR--~__.. `z .5 4.0050 1 S 12+02.268 a Gran j t9.98INV E OUT __ 7f as-, � - 99 9."s FI 23+22.08 INSTALL 10+64.25 p "18.90�IW�2,__, !d 1.5" FIRE SERVICE r °. r u a 39 Iff.� - - f- s - - - iJ22.80TC0�h+_62.671INSfAl_ 1 } 12+05.33 BC �'04° 11.254 BEND DEFL.=2°30 .47 lF# 1880INV "21 9.03INY F d S�.4040 3. ,~,, " a IRf10+82.08 23+58.084 8 1.5 FIRE SERVICE D3+58.08j d`� 1 14 r d°30' rr �� 0+59.06 INSTALL f ",!�{ 1 °�, i 2 NATER SVC {s _ JY I 47 ; 46 o q 14 c FI 10 }} 1' 1 h N � -f oa 8a 11 IRE p1 1 1i ($ { { 1 _.u_ 21+55.74 INSTALL \ _ r ...:-., , ` S{^} S a' ,o 1-k, PR n X23+ 10 11 12 E- J tll 1 r. B 2 NATER SVG 4 8 oa a_ 12 1 21.SOTCO 1.SOINV,, ° > z FL. -2.30 / { ) d. x, 18.46INV-1.5"FIfIE a 10+74. 16.60INV-12°FIREy� 1 j ! FF=24.401 f 22+79 80 INSTALL B.79INV-8. SNR .,'' ! t, Orr 9 tR 1 I �asF�a 8.37I 15.301W-4"WTR PAD=23.7 4111 / 54 2 WATER SVC 11+40.48 INSTA �' 16.31INV-12"FIRE S 1 ip r p f 191 s 12 s i ; FF=23.50] sit;f f m 1.5" FIRE SERVICE � B i" Al /I t -- PAD=22.8 1! g ,; - k 1f 4( IJ 1 uP 11�ti1+ ( FF=22. 0i'L • i1 / ! PAD=21 .6 Gr {' PROPOSED STORM DRAIN T1P ( ) 0 ✓ 0 l�` L STORM OR (TYP), `PROPOSED "ten I �� f -..,11-- -- ---ft:_ __ -y ` -+tom i _ � ��j•, ~-fr .-` 4 11 FF=21 80// PAD=21.1 41 MATCH LINE - SEE SHEET 8 T 9 ( \ \ a 11 1 S=O.00 \ 0 \ e � C4 1 \ EX. 16" ACP IRR. LIFE \ LL I ` (LAT. 120.8A) \ \ r fA { 10' 11' 18.6', ; i " 4 ( i ; y I e � Y 39.9' 1 P1) W I'1 Q' i 17+67.971 20+80.91 BC DEFL.=2°{30' W 7.09INVOf s � OD 17+94.28 DEFL.I2°30' ti 18+04.07 v, i DEFL.=2'30'' > 1 5=0.0044 I N 18+22.07 W ' F DEFL.- 0 IT ,I 0 18+31.07 DEFL.=2°30' I m p 18+49107 DEFIL 4 Q 18+67. Q7 r DEFL.-2 30 21+78.98 PRC 1 i � Q 7.52INV I i U ` LiJ Z r i 18+85.0' ' y ✓ ' 7 Q i � (� DEFL.=2°30' r i _ so,iOf v(LJ W 8, r -19+03_ 7 N� '' 1 5=O.0040,l t w / I Q 0010+35.8018 19 `, 4 _. t 2 GV r o 9+97.8 302=1QI171750 Q iDEF�L$-21'19 INSTALL 12 90' BEF - FI1R 4 tg 22+31 58 EC _ 10+09.71 7.75INV / ]EFL.=2°3010+00.71 / ~ +00.00 23+9Q.79 DEFL.=2°�' LL STAT 44 90° BEFD 15 27p O 1-4 GV ro 19.62TMi CONST Mi NO 5 r _ .91INV-4"WTR 2247.66 LINE A- r` P3INV 8°SWR 10+00 00 LINE B U S=0.0050 1 NV -W. IN 6 Z a 7 S $.00INV-S INp` 1; 7 90INV-N OUT -39-44 INSTALL 35 � 1301 t1 22.5 BEF�I�;� ��� 22' 6.79 (I m 7.02INV-4"W1R 8 07INV 3 I Q �"SD 9.22INVS °t\ ; f ! w J 16.30INV-12"FIRE J 17.80INV-2°WTR _ X"r i A 14� ,� { �w _ U 3hY c 18.02INVI FIR tit: 111 O 17.91INV4"SO I I 0 1 1S=0.0108 I 10+79.54 INSTAf 35 w I € Lo 4 22.5' BEND j e a { Ld I ETCH LINE - SEE SHEET 6 BENCHMARK: BASIS OF BEARINGS: APPROVAL BY: CITYOF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T j/[��\ Cm OF LA QUINTA BM 4430- Description: 1112"COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED pp ESS/ DR \\ JI A/-� MONUMENT, STAMPED 'LS -98", FLUSH AT THE CENTERLINE 4R ONMichael Baker �� INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON THE CALIFORNIA COORDINATE SYSTEM, �Fo EL T 9lF PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN 7 ELEVATION=5.467 (NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY �� `�A yl� �I N T E R N A T I O N A L -- G g'�Z� S I LV E R RO C K RESORT 9 DIAL TWO WORKING ELEVATION=3.21T(NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA z z BEFORE DAYS BEFORE PROJECT ELEVATION AT BM 4430 QUINTA CS2005 (P491) AND COLLEGE OFM &r. DATE OF SHEETS YOU DIG 111 YOU DIG z No. caa0so A 75-410 Gerald Ford Drive, Suite 100 BRY McKINNEY (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' THE DESERT (COTD), (POSITIONS PER ,t + Palm Desert, CA 92211 CITY ENGINEER from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH p. CIVPhone: (760)346-7481 MBAKERINTLCOM R.C.E. NO. 49418EXP. 09/30/2022 1 MONTAGE HOTEL SPA AND GUESTROOMS DWG. NAME TOLL FREE TELEPHONE: 811 (To obtain Project Elevations inNGVD29,Add 0.687'tothe 2011.00) AS SHOWN ON THE NATIONAL �l`cdF CA11F��� ✓ DRAWN DESIGNED JOB NUMBER FILE N0. 'D DATE y JR JR/KE 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & MW, NE It SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. GEODETIC SURVEY PUBLISHED DATA SHEETS 05/25/21 FOR: UNDERGROUND SERVICE ALERT ELEVATION = 3.903' BEING N.40°16'30.20"W. R E V I S 1 0 N S MICHAEL TYLMAN RCE NO. C43090, EXP. 3/31/2022 DATE: SCALE AS NOTED CHECKED RV DATE May 2021 SILVERROCK DEVELOPMENT COMPANY, LLC SW2019-0001 r irI O N 00 LO O LU I'l CONSTRUCTION NOTES 0 INSTALL 8" SDR -35 SEWER MAIN (OR APPROVED EQUAL) 2O INSTALL 6" SDR -35 SEWER LATERAL (OR APPROVED EQUAL) (3)INSTALL 4" SDR -35 SEWER LATERAL (OR APPROVED EQUAL) ©INSTALL 48" DIAMETER MANHOLE PER CVWD STD. DWG. NO. S-5 11 INSTALL 12" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) 28 INSTALL 12" 450 BEND, RESTRAINED 50 INSTALL 12" 90° BEND, RESTRAINED 51 INSTALL 8" END CAP I�I I li •, \��, i IX. 16" ACP IRR. LINE EX. 540 RCP IRR. LIPS � \ _. . (LAT. 120.8A) � ( I \�(LAT. 120.8A) f ,�,• � '' ' I I I I I II I,1 10 1170-' -I ` 4 \ M 1 G, 1 1 tlC Gem IRRIGATION LATERAL IRR GATION LATERAL \ ABANDONED BY ABA CONED BY CVWD4 4 •• CVWD � 28 15+62.24 INSTA L� 12 45° BEN) F1' E�-F RE-�-AFIRE FIRE FIRE ----Q>- IR 15+74.70 INSTALL . 28 12 45 BEND \ ti E �. -a .. -� 1 S=0.0040 CONST. MH NO. 3 18+90.66 LI A 6 - --R/W-- - I � 20.32TM1 �. 6.26INV-S IN\ w y 6.06INV E OUT oe ' 111 C` .11-OS=0.0044 \ \ \ rr+ \ \ \ 10' 11 17.4' 38.5' w PUE MATCH LINE - SEE SHEET 7 NOTE: BOTTOM OF WATERLINE SHALL BE ONE FOOT (1 FT) OR MORE ABOVE THE TOP OF THE SEWER LINE WHEN CROSSING XX ry A FIRE - LINE/CURVE LINE/CURVE DATA DATA TABLE BEARING/DELTA RADIUS LENGTH �0 BEARING/DELTA RADIUS LENGTH N00042'44"E NOTE 8" 1 N00°42'44"E -- 193.27' -- 385.66' 12" PVC C-900 N89°53'06"E 2 N44053'02"E -- 12.46' 4 12" PVC C-900 3 N89053'02"E -- 286.62' -- 6.00' 12'' PVC C-900 FIRE 4 N44°02'36"E -- 210.94' 12" PVC C-900 5 N00°00'06"W -- 9.97' 12" PVC C-900 6 N46°38'43"W -- 63.35' 12" PVC C-900 7 N44 2'36"E -- 14.81' 12" PVC C-900 CONSTRUCTION NOTES 0 INSTALL 8" SDR -35 SEWER MAIN (OR APPROVED EQUAL) 2O INSTALL 6" SDR -35 SEWER LATERAL (OR APPROVED EQUAL) (3)INSTALL 4" SDR -35 SEWER LATERAL (OR APPROVED EQUAL) ©INSTALL 48" DIAMETER MANHOLE PER CVWD STD. DWG. NO. S-5 11 INSTALL 12" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) 28 INSTALL 12" 450 BEND, RESTRAINED 50 INSTALL 12" 90° BEND, RESTRAINED 51 INSTALL 8" END CAP I�I I li •, \��, i IX. 16" ACP IRR. LINE EX. 540 RCP IRR. LIPS � \ _. . (LAT. 120.8A) � ( I \�(LAT. 120.8A) f ,�,• � '' ' I I I I I II I,1 10 1170-' -I ` 4 \ M 1 G, 1 1 tlC Gem IRRIGATION LATERAL IRR GATION LATERAL \ ABANDONED BY ABA CONED BY CVWD4 4 •• CVWD � 28 15+62.24 INSTA L� 12 45° BEN) F1' E�-F RE-�-AFIRE FIRE FIRE ----Q>- IR 15+74.70 INSTALL . 28 12 45 BEND \ ti E �. -a .. -� 1 S=0.0040 CONST. MH NO. 3 18+90.66 LI A 6 - --R/W-- - I � 20.32TM1 �. 6.26INV-S IN\ w y 6.06INV E OUT oe ' 111 C` .11-OS=0.0044 \ \ \ rr+ \ \ \ 10' 11 17.4' 38.5' w PUE MATCH LINE - SEE SHEET 7 NOTE: BOTTOM OF WATERLINE SHALL BE ONE FOOT (1 FT) OR MORE ABOVE THE TOP OF THE SEWER LINE WHEN CROSSING XX ry A SEWER - LINE/CURVE DATA TABLE 0 BEARING/DELTA RADIUS LENGTH NOTE 1 N00042'44"E -- 190.24' 8" SDR -35 2 N89053'06"E -- 385.66' 8" SDR -35 3 N89°53'06"E -- 400.00' 8" SDR -35 4 N86°04'28"E -- 105.00' 8" SDR -35 5 N00°00'00"E -- 6.00' 8" SDR -35 CONSTRUCTION NOTES 0 INSTALL 8" SDR -35 SEWER MAIN (OR APPROVED EQUAL) 2O INSTALL 6" SDR -35 SEWER LATERAL (OR APPROVED EQUAL) (3)INSTALL 4" SDR -35 SEWER LATERAL (OR APPROVED EQUAL) ©INSTALL 48" DIAMETER MANHOLE PER CVWD STD. DWG. NO. S-5 11 INSTALL 12" PVC C-900 FIRE MAIN WITH 48" MINIMUM COVER (OR APPROVED EQUAL) 28 INSTALL 12" 450 BEND, RESTRAINED 50 INSTALL 12" 90° BEND, RESTRAINED 51 INSTALL 8" END CAP I�I I li •, \��, i IX. 16" ACP IRR. LINE EX. 540 RCP IRR. LIPS � \ _. . (LAT. 120.8A) � ( I \�(LAT. 120.8A) f ,�,• � '' ' I I I I I II I,1 10 1170-' -I ` 4 \ M 1 G, 1 1 tlC Gem IRRIGATION LATERAL IRR GATION LATERAL \ ABANDONED BY ABA CONED BY CVWD4 4 •• CVWD � 28 15+62.24 INSTA L� 12 45° BEN) F1' E�-F RE-�-AFIRE FIRE FIRE ----Q>- IR 15+74.70 INSTALL . 28 12 45 BEND \ ti E �. -a .. -� 1 S=0.0040 CONST. MH NO. 3 18+90.66 LI A 6 - --R/W-- - I � 20.32TM1 �. 6.26INV-S IN\ w y 6.06INV E OUT oe ' 111 C` .11-OS=0.0044 \ \ \ rr+ \ \ \ 10' 11 17.4' 38.5' w PUE MATCH LINE - SEE SHEET 7 NOTE: BOTTOM OF WATERLINE SHALL BE ONE FOOT (1 FT) OR MORE ABOVE THE TOP OF THE SEWER LINE WHEN CROSSING XX ry A 21 8- 122 8 f 0, I PROP. 2 WATER SERVICE & 4 FIRE SERVICE PER CLUBHOUSE r° /PRIVATE UTILITY PLANS CLUBHOUSE i FF=25.30 ,K\., PAD=24.8 W a i PROP. 4" SEINER LATERAL PER GOLF CLUBHOUSE PRIVATE UTILITY PLANS 41/ r(84N5L1UV 0+10.00 INSTALL CONST. MH NO. 15+05.00 LINE 7 - - - 18.27TMH 3 \ 4.541W -E OUT ti _ 1 S�.0040 _ E COACHELLA BRANCH OF THE ALL AMERICAN CANAL E __ <QTER SVC \ \ � xf PROP. WATER LIPE� SOCAL GAS EASEMENT f PER GOLF CLUBHOUSE \ \ TO BE QUITCLAIMED \PUBLIC WATER PLANS \\ \\ BY OWNER v°X �•a vvv v Yj J \\ 4 SILVERROCK WAY ( \ \ v \ \ v I I EXISTING 8" PVC SEWER MIN, \ \ SOCAL GAS EASEMENT PER CVWD DWG. NO. 45737 \ \ \\ TO BE QUITCLAIhED 10+00.00 REMOVE 10+00.00 \ \ � \ \EXISING 6' MANHOLE UJ V ' \ \ \ BY OWNER I^ %� r�r ��-)� 51 INSTALL 8° CONST. Mi NO. 1 IXISTIP� 8" EN) CRSS iLV�O WAY \ ` PEER SRIIIP(�( SAY z �/ \ \ \ � J \�J J J J END D CAP 11+05. 6 _s SEWER MANJOIN IX �R IMP. PLANS \ \ \ \ I 2�96INV NN IN � - (1.66INV-FIELD W - - - \ - - - _70 00 1 - . - VERIFY) S=.0107) \ 2 86INV w�N 5 - 2.76R! -E OUT ! S S - -'( F](ISTING 24" PVC SES MAIN U O 5�-=� 4 ` 5 PER CVWD DWG. NO. 45737 _._ 3 S S -N -S S �.e.e..-__ S __ -- ~ �� "'S'°1 EXISTING 8" PYC EWER MIN \ \ \ s�.a107 Q < Y` R - ,. -� - - - PER CVWD W. N0. 1 5.0040 -R/W---�� UJ `� COACHELLA BRANCH OF THE ALL AMERICAN CANAL SCALE: 1" =20' 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 �]� CITY OF LA QUINTA BM#430-Description: 1112"COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED DFESS/p DH \t ff !/ -� TMONUMENT,STAMPED"LS-98", FLUSH AT THE CENTERLINE Q >N u INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON THE CALIFORNIA COORDINATE SYSTEM, Quo ELT ��� PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN Q o ELEVATION = 5.467' (NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY S I LV E R RO C K RESORT V ELEVATION=3.216'(NGVD29 BY THE LINE BETWEEN USC&GS STATIONS LA w ` 9 m I N T E R N A T 1 0 N A L Q / DATE G�s�z� OF 9 SHEETS DIAL TWO WORKING ) c� z m BEFORE DAYS BEFORE PROJECT ELEVATION AT BM #430 QUINTA CS2005 (P491) AND COLLEGE OF No. 043090 A 75-410 Gerald Ford Drive, Suite 100 BRYAPrMcKINNEY YOU DIG h� YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' THE DESERT (COTD), (POSITIONS PER t Palm Desert, CA 92211 CITY ENGINEER MONTAGE HOTEL, SPA AND GUESTROOMS DWG. NAME from the elevations shown). NATIONAL GEODETIC SURVEY, NA083, EPOCH Phone: (760) 346-7481 MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/2022 TOLL FREE TELEPHONE: 811 (Too tainPrown)ct ElevationsinNGVD29,Add0.687'tothe 2011.00) AS SHOWN ON THE NATIONAL DATE BY DESCRIPTION APP'D DATE qlOf CAV1F��� ti a 7. i} DRAWN JR DESIGNED JR1KE JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE NO. A PUBLIC SERVICE BY 05/25/21 GEODETIC SURVEY PUBLISHED DATA SHEETS FOR: SW2019-0001 UNDERGROUND SERVICE ALERT ELEVATION 3.903 BEING N.40°1630.20"W. R E V I S I O N S MICHAEL TYLMAN RCE NO. C43090, EXP. 3/31/2022 DATE: SCALE AS NOTED CHECKED RV DATE May 2021 SILVERROCKDEVELOPMENT COMPANY, LLC CV O CV 010 LO O b LU Cf) LU A ` M rr j "• 28 12+75.62 INSTALL IRE -FIRE FIRE 12 45 BEN) FIRE FIRE - 21 8- 122 8 f 0, I PROP. 2 WATER SERVICE & 4 FIRE SERVICE PER CLUBHOUSE r° /PRIVATE UTILITY PLANS CLUBHOUSE i FF=25.30 ,K\., PAD=24.8 W a i PROP. 4" SEINER LATERAL PER GOLF CLUBHOUSE PRIVATE UTILITY PLANS 41/ r(84N5L1UV 0+10.00 INSTALL CONST. MH NO. 15+05.00 LINE 7 - - - 18.27TMH 3 \ 4.541W -E OUT ti _ 1 S�.0040 _ E COACHELLA BRANCH OF THE ALL AMERICAN CANAL E __ <QTER SVC \ \ � xf PROP. WATER LIPE� SOCAL GAS EASEMENT f PER GOLF CLUBHOUSE \ \ TO BE QUITCLAIMED \PUBLIC WATER PLANS \\ \\ BY OWNER v°X �•a vvv v Yj J \\ 4 SILVERROCK WAY ( \ \ v \ \ v I I EXISTING 8" PVC SEWER MIN, \ \ SOCAL GAS EASEMENT PER CVWD DWG. NO. 45737 \ \ \\ TO BE QUITCLAIhED 10+00.00 REMOVE 10+00.00 \ \ � \ \EXISING 6' MANHOLE UJ V ' \ \ \ BY OWNER I^ %� r�r ��-)� 51 INSTALL 8° CONST. Mi NO. 1 IXISTIP� 8" EN) CRSS iLV�O WAY \ ` PEER SRIIIP(�( SAY z �/ \ \ \ � J \�J J J J END D CAP 11+05. 6 _s SEWER MANJOIN IX �R IMP. PLANS \ \ \ \ I 2�96INV NN IN � - (1.66INV-FIELD W - - - \ - - - _70 00 1 - . - VERIFY) S=.0107) \ 2 86INV w�N 5 - 2.76R! -E OUT ! S S - -'( F](ISTING 24" PVC SES MAIN U O 5�-=� 4 ` 5 PER CVWD DWG. NO. 45737 _._ 3 S S -N -S S �.e.e..-__ S __ -- ~ �� "'S'°1 EXISTING 8" PYC EWER MIN \ \ \ s�.a107 Q < Y` R - ,. -� - - - PER CVWD W. N0. 1 5.0040 -R/W---�� UJ `� COACHELLA BRANCH OF THE ALL AMERICAN CANAL SCALE: 1" =20' 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 �]� CITY OF LA QUINTA BM#430-Description: 1112"COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED DFESS/p DH \t ff !/ -� TMONUMENT,STAMPED"LS-98", FLUSH AT THE CENTERLINE Q >N u INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON THE CALIFORNIA COORDINATE SYSTEM, Quo ELT ��� PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN Q o ELEVATION = 5.467' (NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY S I LV E R RO C K RESORT V ELEVATION=3.216'(NGVD29 BY THE LINE BETWEEN USC&GS STATIONS LA w ` 9 m I N T E R N A T 1 0 N A L Q / DATE G�s�z� OF 9 SHEETS DIAL TWO WORKING ) c� z m BEFORE DAYS BEFORE PROJECT ELEVATION AT BM #430 QUINTA CS2005 (P491) AND COLLEGE OF No. 043090 A 75-410 Gerald Ford Drive, Suite 100 BRYAPrMcKINNEY YOU DIG h� YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' THE DESERT (COTD), (POSITIONS PER t Palm Desert, CA 92211 CITY ENGINEER MONTAGE HOTEL, SPA AND GUESTROOMS DWG. NAME from the elevations shown). NATIONAL GEODETIC SURVEY, NA083, EPOCH Phone: (760) 346-7481 MBAKERINTL.COM R.C.E. NO. 49418 EXP. 09/30/2022 TOLL FREE TELEPHONE: 811 (Too tainPrown)ct ElevationsinNGVD29,Add0.687'tothe 2011.00) AS SHOWN ON THE NATIONAL DATE BY DESCRIPTION APP'D DATE qlOf CAV1F��� ti a 7. i} DRAWN JR DESIGNED JR1KE JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE NO. A PUBLIC SERVICE BY 05/25/21 GEODETIC SURVEY PUBLISHED DATA SHEETS FOR: SW2019-0001 UNDERGROUND SERVICE ALERT ELEVATION 3.903 BEING N.40°1630.20"W. R E V I S I O N S MICHAEL TYLMAN RCE NO. C43090, EXP. 3/31/2022 DATE: SCALE AS NOTED CHECKED RV DATE May 2021 SILVERROCKDEVELOPMENT COMPANY, LLC CV O CV 010 LO O b LU Cf) LU A I 1" *SEE SHEETS FOR PIPE SIZING MIN. 5 LID �MIN. nrvl3n ummur 1, .4.. co ? *4" OR 6" D.I.P. CLASS 350 W/ FLANGED END FOR BACKFLOW PREVENTER. INSTALL PER NFPA 24 " OR 6" PVC NOTE: FIRE SERVICE UNDERGROUND IS CONSIDERED FROM THE DCDA TO 6" ABOVE FINISH FLOOR WITHIN 12" OF THE WALL SEE FIRE SPRINKLER CONTRACTOR DWG'S FOR CONTINUATION FLEXIBLE COUPLING -FLANGED REDUCER, AS REQ'D F. F. - 2" ANNULAR CLEARANCE REQ'D FILL VOID WITH FLEX MASTIC 90' BEND 4f. CONCRETE THRUST BLOCK ]BEARING AREA PER NFPA 24 SPRINKLER RISER CONNECTION DETAIL N.T.S. NOTE: FIRE LINES MUST COMPLY WITH NFPA 24, 2016 EDITION. INSPECTIONS REQUIRED: 1. THRUST BLOCK PRE -POUR, TRENCH AND BACKFILL INSPECTION. 2. UNDERGROUND HYDROSTATIC TEST - 200 PSI FOR TWO HOURS 3. UNDERGROUND FLUSH. (PRIOR TO CONNECTION TO THE OVERHEAD FIRE SPRINKLER SYSTEM. 4. UNDERGROUND FINAL. ALL INSPECTIONS WILL BE SCHEDULED WITH THE FIRE PREVENTION BUREAU. SPRINKLER CONTRACTORS MUST REQUEST INSPECTIONS THROUGH THE PROJECT SUPERINTENDENTS. THRUST AT FITTINGS FOR DUCTILE IRON & PVC TABLE A.10.6.1{a). NOMINALPIPE DIA(IN) DUCTILE IRON AND PVC PIPE 2.5" x 2.5" x 4" FDC 900 45a 22.5° 11.250- W/ DOUBLE CLAPPERS & BRASS CAP 2559 1385 706 4" GALV. SCH40 STEEL PIPE 3739 5288 2862 *SEE SHEETS FOR PIPE SIZING 733 4" FLG'D WAFER CHECK ABOVE GRADE 9097 4923 1 2510 1261 POST INDICATOR W/ 1 9677 13685 7406 3776 1897 BREAKABLE PADLOCK 1 13685 19353 Tod 5340 2683 SUPERVISORY DEVICE CONDUIT OUTDOOR LISTED, CSFM Z x ®E z X & WIRING FROM FACP BY ELECTRICAL APPROVED TAMPER SWITCH DIVISION PER CEC. REFER TO FIRE ALARM DWGS FOR CONTINUATION o � o 0000 FINISH GRADE n Z 1 �I THE DIRECTION OF THE FDC OUTLETS SHALL BE TRACER WIRE TO BE APPROVED BY THE FIRE LAID ON TOP OF PIPE �.__ 4" D.I. RESTRAINED JOINT PIPE INSPECTOR. _ _... *4" OR 6" PVC FLO\' *4" OR 6" PVC NOTE: 6" OF CLEAN SAND ON D.I. KEY VALVE,iF 48" - M.J. x FL TEE ALL SIDES OF PIPE RESTRAINED JOINT POST INDICATOR / FIRE DEPT. CONNECTION DETAIL N.T.S. 1" *SEE SHEETS FOR PIPE SIZING MIN. 5 LID �MIN. nrvl3n ummur 1, .4.. co ? *4" OR 6" D.I.P. CLASS 350 W/ FLANGED END FOR BACKFLOW PREVENTER. INSTALL PER NFPA 24 " OR 6" PVC NOTE: FIRE SERVICE UNDERGROUND IS CONSIDERED FROM THE DCDA TO 6" ABOVE FINISH FLOOR WITHIN 12" OF THE WALL SEE FIRE SPRINKLER CONTRACTOR DWG'S FOR CONTINUATION FLEXIBLE COUPLING -FLANGED REDUCER, AS REQ'D F. F. - 2" ANNULAR CLEARANCE REQ'D FILL VOID WITH FLEX MASTIC 90' BEND 4f. CONCRETE THRUST BLOCK ]BEARING AREA PER NFPA 24 SPRINKLER RISER CONNECTION DETAIL N.T.S. NOTE: FIRE LINES MUST COMPLY WITH NFPA 24, 2016 EDITION. INSPECTIONS REQUIRED: 1. THRUST BLOCK PRE -POUR, TRENCH AND BACKFILL INSPECTION. 2. UNDERGROUND HYDROSTATIC TEST - 200 PSI FOR TWO HOURS 3. UNDERGROUND FLUSH. (PRIOR TO CONNECTION TO THE OVERHEAD FIRE SPRINKLER SYSTEM. 4. UNDERGROUND FINAL. ALL INSPECTIONS WILL BE SCHEDULED WITH THE FIRE PREVENTION BUREAU. SPRINKLER CONTRACTORS MUST REQUEST INSPECTIONS THROUGH THE PROJECT SUPERINTENDENTS. THRUST AT FITTINGS FOR DUCTILE IRON & PVC TABLE A.10.6.1{a). NOMINALPIPE DIA(IN) DUCTILE IRON AND PVC PIPE DEAD END 900 45a 22.5° 11.250- 4 1810 2559 1385 706 355 6 3739 5288 2862 1459 733 8 1 6433 9097 4923 1 2510 1261 10 1 9677 13685 7406 3776 1897 12 1 13685 19353 10474 5340 2683 MINIMUM REQUIRED AREA (SF) PER CALCULATION A.10.6 1(a) "GRAVITY THRUST BLOCKS" NOMINAL PIPE DIA. (IN) DUCTI LE IRON AND PVC PIPE DEAD-END (0.707) 90 45 (0.541 22.5 (0.276) 11.25 (0.139) 4 2.72 3.84 2.08 1.06 0.53 6 5.61 7.93 4.29 2.19 1.10 8 9.65 13.651 7.38 3.77 1.89 10 14.52 20.53 11.11 5.66 2.85 12 20.53 29.031 15.71 8.01 4.02 PRIVATE WATER LINE NOTES 1. ALL WORKS SHALL CONFORM WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST EDITION, A.W.W.A. STANDARDS, 2019 CALIFORNIA PLUMBING CODE AND THESE PLANS. 2. ALL WATER MAINS 4" THRU 12" SHALL BE C-900 CLASS 200, 14" AND LARGER SHALL BE C-905 CLASS 150, WATER PIPE SMALLER THAT 4" SHALL BE SCHEDULE 40 OR SCHEDULE 80 PVC OR CPVC WITH A PRESSURE RATING GREATER THAN 200 PSI UNLESS OTHERWISE INDICATED ON THE PLANS. SIZES AS INDICATED ON THE PLANS. AS MANUFACTURED BY JM EAGLE, PACIFIC -WESTERN MANUFACTURING COMPANY OR ENGINEER APPROVED EQUAL. 3. FIRE HYDRANTS SHALL BE 6" WET BARREL TYPE WITH ONE 4" OPENING AND TWO 2-1/2" OPENINGS PER CVWD STANDARDS. FIRE HYDRANT SHALL BE JONES MODEL NO. J-3765 OR AVK MODEL CALIFORNIA 24-50 HP OR APPROVED EQUAL. 4. GATE VALVES 4" THRU 12" SHALL BE RESILIENT -SEATED WITH NON -RISING STEMS CONFORMING TO A.W.W.A. C-509-80. VALVES LARGER THAN 12" SHALL BE BUTTERFLY VALVES. VALVES SHALL BE FLANGED X FLANGED. AS MANUFACTURED BY AMERICAN AVK, CLOW, M&H, STOCKHAM, U.S. PIPE, OR ENGINEER APPROVED EQUAL. 5. BALL VALVE MATERIAL SHALL BE AS INDICATED ON PLAN. BALL VALVE MATERIAL TO BE EITHER BRONZE BODY OR PVC SCHEDULE 80. BRONZE VALVE SHALL HAVE NPT THREADS ON BOTH ENDS RATED AT 600 PSI AS MANUFACTURED BY CONBRACO INDUSTRIES OR ENGINEER APPROVED EQUAL, PVC VALVE SHALL HAVE NPT THREADS ON BOTH ENDS RATED AT 200 PSI AS MANUFACTURED BY SPEAR OR ENGINEER APPROVED EQUAL. 6. THE MINIMUM COVER FOR WATER MAINS AND WATER SERVICES SHALL BE 36 INCHES. STREET SHALL BE BROUGHT TO SUBGRADE AND SEWER MAINS SHALL BE INSTALLED BEFORE WATER MAIN IS INSTALLED. 7. MINIMUM HORIZONTAL SEPARATION FROM PRIVATE WATER TO PRIVATE SEWER MAINS SHALL BE 1 FOOT FROM OUTSIDE TO OUTSIDE WALL. MINIMUM VERTICAL SEPARATION FOR WATER AND SEWER MAINS AT PERPENDICULAR CROSSING SHALL BE 1 FOOT FROM OUTSIDE WALL TO OUTSIDE WALL OF PIPE PER U.P.C. 8. THE CONTRACTOR SHALL TEST AND CHLORINATE PROPOSED WATER MAINS AD SERVICES BACTERIOLOGICAL SAMPLES SHALL BE CLEARED BY A CERTIFIED TESTING LAB AND SHALL PROVIDE THE WRITTEN RESULTS TO THE ENGINEER. TESTS ON FIRE SYSTEM SHALL MEET FIRE DEPARTMENT REQUIREMENTS AND S.S.P.W.C. 9. TRENCH EXCAVATION, PIPE BEDDING AND BACKFILL SHALL BE CERTIFIED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF AC OR CONCRETE. 10. IT SHALL BE THE WATER CONTRACTOR'S RESPONSIBILITY TO SET WATER VALVE RISER, FRAME AND COVER TO FINISH GRADE AFTER PAVING IN ACCORDANCE WITH CVWD STANDARD DRAWING W -17A MODIFY VALVE COVER TO ONLY READ "WATER" OR "FIRE" AS APPROPRIATE. 11, ALL CONNECTIONS MADE TO EXISTING FACILITIES WILL BE AT CONTRACTOR'S EXPENSE. 12. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY STANDARDS AND REVIEW THE PLANS IN DETAIL WITH THE ENGINEER PRIOR TO START OF CONSTRUCTION. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL FACILITIES UNTIL PROJECT IS COMPLETED. 14. EXISTING UTILITIES MAY OR MAY NOT BE SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND PROTECT ALL UTILITIES IN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND NOTIFY COMPANIES 48 HOURS IN ADVANCE OF THE BEGINNING OF CONSTRUCTION AND CALL U.S.A. UNDERGROUND SERVICE ALERT AT 1-800-227-2600. 15. ALL FITTINGS SHALL BE DUCTILE IRON PUSH -ON BY PUSH -ON EQUIPPED WITH "TYTON" PUSH -ON OR MECHANICAL JOINTS UNLESS OTHERWISE NOTED ON PLANS. JOINT RESTRAINT SHALL BE "MEGA -LUG" BY EBAA IRON WORKS, SERIES 1600 BELL RESTRAINT HARNESS, OR ENGINEER APPROVED EQUAL. 16. LENGTHS OF RESTRAINED PIPE SHALL BE A MINIMAL OF 54 LINEAR FEET IN EACH DIRECTION OF FITTING AND BRANCH OF TEE OR AS INDICATED ON PLAN. 17. ALL NUTS, WASHERS AND BOLTS SHALL BE STAINLESS STEEL. 18. BLUE DOT MARKERS SHALL BE PLACED ADJACENT TO FIRE HYDRANTS LOCATED ON THE CENTERLINE OF THE STREET OR DRIVEWAY. 19. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. PRIVATE SEWER LINE NOTES 1. ALL WORKS SHALL CONFORM WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST EDITION, A.W.W.A. STANDARDS, 2019 CALIFORNIA PLUMBING CODE AND THESE PLANS. 2. ALL SEWER MAINS 4" THRU 15" SHALL BE SDR 35 SEWER PIPE COLORED GREEN. SIZES AS INDICATED ON THE PLANS. AS MANUFACTURED BY JM EAGLE, PACIFIC -WESTERN MANUFACTURING COMPANY OR ENGINEER APPROVED EQUAL. 3. SEWER CLEAN-OUT SHALL BE INSTALLED PER DETAIL ON THE PLANS, AND IN CONFORMANCE WITH SSPWC. 4. SEWER MAIN LINE AND GRACE SHALL BE AS INDICATED ON THE PLANS. 5. ALL CONCRETE USED IN SEWER CONSTRUCTION, INCLUDING PRECAST MANHOLE SECTIONS AND MANHOLE BASES SHALL BE CLASS 660-C-4000, PORTLAND TYPE CEMENT (7 SACKS, 4000 PSI). THE CONTRACTOR SHALL FURNISH A CERTIFICATE OF COMPLIANCE SHOWING THE CEMENT TYPE USED. 6. WYES AND LATERALS SHALL BE PVC SDR -35 OR ABS 1210 DWV SCHEDULE 4 AND INSTALLED AT GRADES AS INDICATED ON PLAN. 7. SEPARATION BETWEEN PRIVATEATER LINES AND PRIVATE ATE SEWER LINES SHALL CONFORM TO UPC MINIMUM VERTICAL SEPARATION OF 1 FOOT AND MINIMUM HORIZONTAL SEPARATION OF 1 FOOT (BOTH MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE). 8. FINAL TESTING FOR PIPELINE LEAKAGE SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AFTER BACKFILL HAS BEEN INPECTED AND APPROVED. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SET MANHOLE COVERS TO FINISH GRADE AFTER PAVING IN ACCORDANCE -WITH COACHELLA VALLEY WATER DISTRICT STANDARD DRAWING S -1A OR S-113 AS APPLICABLE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL FACILITIES COMPLETED AND UNCOMPLETED UNTIL ACCEPTED BY THE OWNER. 11. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY STANDARDS AND REVIEW THE PLANS IN DETAIL WITH THE ENGINEER PRIOR TO START OF CONSTRUCTION. 12. ALL ELEVATIONS SHOWN TO BE EXISTING WHERE FROM RECENT SURVEY OF THE ENGINEER AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 13. THE CONTRACTOR SHALL NOTIFY ENGINEER 72 HOURS PRIOR TO STARTING ANY WORK. A PRE -CONSTRUCTION MEETING SHALL BE SET UP WITH THE ENGINEER, THE CONTRACTOR, HIS SUBCONTRACTORS, AND A REPRESENTATIVE FROM EACH OF THE UNDERGROUND UTILITIES SHALL BE PRESENT. 14. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND NOTIFY COMPANIES 48 HOURS (2 WORKING DAYS) IN ADVANCE OF THE BEGINNING OF CONSTRUCTION AND CALL U.S.A. UNDERGROUND SERVICE ALERT AT 1-800-227-2600. 15. TREES TO BE PLANTED 10' MINIMUM FROM SEWER LINES. ITEM DESCRIPTION MANUFACTURER I MODEL / TYPE 1COMMENTS C-900 PVC PIPE CLASS 165 (DR -25) JM EAGLE BLUE BRUTE OR APPROVED EQUAL SUPER FIRE HYDRANT CLOW VALVE 2060 OR APPROVED EQUAL POST INDICATOR VALVE MUELLER A-20806(4"-14") OR APPROVED EQUAL FIRE DEPARTMENT CONNECTION AMERICAN FIRE SUPPLY 220RBSA OR APPROVED EQUAL FIRE RISER AMES FIRE SERIES IBR ORAPPROVED EQUAL RESILENT WEDGE GATE VALVE ICLOVVVALVE I C-5092"-12" IORAPPROVED EQUAL MINIMUM REQUIRED AREA (SF) PERTABLEA.10.6.1(b) "HORIZONTAL BEARING BLOCK AREA" NOMINAL PIPE DIA. (IN) DUCTILE IRON AND PVC PIPE DEAD- END (0.707) 90 45 (0.541 22.5 (0.276 11.25 (0.139) 4 2.69 3.80 2.06 1.05 0.53 6 5.59 7,90 1 4.27 2.18 1 1.10 8 9.62 13.60 7.36 3.75 1.89 10 14.49 20.50 11.09 5.66 2.85 12 20.50 29.00 15.69 8.00 4.03 NOTES: 1. THE FOLLOWING PRECAUTIONS MUST BE OBSERVED WHEN CONSTRUCTING THRUST BLOCKS: A. BLOCKS MUST BE POURED AGAINST UNDISTURBED SOIL.. B. THE PIPE JOINT AND BOLTS MUST BE ACCESSIBLE. C. CONCRETE SHOULD BE CURED FOR AT LEAST 5 DAYS AND SHOULD HAVE A COMPRESSION STRENGTH OF 2,000 LBS. AT 28 DAYS. D. BLOCKS MUST BE POSITIONED TO COUNTERACT THE DIRECTION OF THE RESULTANT THRUST FORCE. THRUST BLOCK CALCULATIONS INPUT DATA WORKING WATER PRESSURE 200 SOIL BEARING PRESSURE 2000 * * SOIL BEARING PRESSURE SAFETY FACTOR (1.5 TYP.) 1.5 CAPACITY PER PAGE 13 OF SOILS REPORT TABLE 1: BEARING VALUE OF SOIL SOIL TYPE LBS./S.F. ALLUVIAL SOIL 1000 SOFT CLAY 2000 FIRM CLAY 4000 WET SAND 4000 SAND AND CLAY MIXED 4000 FINE DRY SAND 6000 HARD CLAY 8000 COARSE DRY SAND 8000 GRAVEL 12000 GRAVEL AND SAND, WELL 16000 CEMENTED HARDPAN OR HARD SHALE 20000 MEDIUM ROCK 40000 ROCK UNDER CAISSONS 50000 HARD ROCK 160,000 RIVERSIDE COUNTY PRIVATE FIRE LINE NOTES 1. THE INSTALLATION OF THE ON-SITE WATER SYSTEM SHALL COMPLY WITH ALL REQUIREMENTS OF THE CURRENT EDITION OF NFPA 24 AND CALIFORNIA FIRE CODE. INSTALLATION WORK SHALL BE DONE BY FULLY EXPERIENCED AND RESPONSIBLE CONTRACTORS. CONTRACTORS SHALL BE APPROPRIATELY LICENSED IN THE STATE OF CALIFORNIA TO INSTALL PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES (CSLB: C-16, C34, C-36, CLASS A). JOB CARDS WILL BE ISSUED TO THESE LICENSED CONTRACTORS ONCE ADEQUATE DOCUMENTATION AND APPROVAL FOR THE WORK HAS BEEN OBTAINED BY THE OFFICE OF THE FIRE MARSHAL. 2. ALL FIRE FLOW REQUIREMENTS, HYDRANT TYPE, NUMBER OF HYDRANTS, AND SPACING OF HYDRANTS SHALL BE PROVIDED AS PER THE CALIFORNIA FIRE CODE, 3. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE WITHIN A REASONABLE DISTANCE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON THE JOB SITE. THIS WATER SUPPLY SHALL BE APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT - OFFICE OF THE FIRE MARSHAL. 4. THE CIVIL ENGINEER OR LICENSED CONTRACTOR WHO DESIGNED THE WATER SYSTEM HEREBY CERTIFIES THAT THIS WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS AS PRESCRIBED BY THE OFFICE OF THE FIRE MARSHAL, THE CALIFORNIA FIRE CODE AND NFPA 24, WET -SIGNED STAMP SEAL SHALL BE PLACED ON THE PLANS. 5. THE FIRE FLOW CALCULATIONS SHALL BE BASED ON WATER FLOW TEST INFORMATION CONDUCTED WITHIN ONE YEAR OF THE PRIVATE FIRE MAIN PLAN SUBMITTAL APPLICATION DATE. 6. ANY PIPING NOT SHOWN ON THIS APPROVED PLAN IS NOT A PART OF THIS APPROVAL. ANY ADDITIONAL PIPING THAT IS TO BE INSTALLED WILL REQUIRE A SEPARATE PLAN SUBMITTAL REQUIRING THE APPROVAL FROM THE OFFICE OF THE FIRE MARSHAL. 7. DUCTILE IRON PIPE SHALL BE INSTALLED WITHIN FIVE FEET OF THE BUILDING. 8. NO JOINTS SHALL BE INSTALLED UNDER THE BUILDING. THE SUPPLY LINE TO THE FIRE SPRINKLER RISERS) SHALL BE A UL LISTED ONE PIECE SOLID SWEEP. FIRE SPRINKLER RISERS THROUGH FLOOR SLABS SHALL HAVE A SLEEVE WITH A MINIMUM OF 2 INCHES OF CLEARANCES FOR PIPES UP TO 3 J" IN SIZE AND 4 INCHES OF CLEARANCE FOR PIPE SIZES 4 INCHES AND GREATER. 9. ALL METAL MECHANICAL RESTRAINTS, UNDER GROUND BOLTS AND STAINLESS STEEL SWEEPS SHALL BE WRAPPED IN PROTECTIVE PLASTIC OR OTHER APPROVED CORROSION RETARDING MATERIAL. 10. ALL WATERLINES EXTENDING UNDER ROADWAY SURFACES SHALL HAVE A MINIMUM COVER OF 3 INCHES MEASURED FROM THE TOP OF PIPE TO FINISH GRADE. 11. THERE SHALL BE A MINIMUM VERTICAL CLEARANCE OF 12 INCHES BETWEEN FIRE LINES AND ALL OTHER UNDERGROUND UTILITIES. THE 12 INCHES OF CLEARANCE IS MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF OTHER UTILITY. 12. FIRE HYDRANTS: THE MINIMUM SIZE FIRE HYDRANT SHALL BE SUPER FIRE HYDRANTS (6"X 4"X 2J"X2�"). DEPENDING ON FLOW REQUIREMENTS AN ENHANCED SUPER HYDRANT (6"X4"X4"X24") MAY BE REQUIRED. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED RED AND PROVIDED WITH OSFM "NEW" SERVICE TAG AT TIME OF FINAL INSPECTION. 13, BACKFLOW PREVENTION ASSEMBLIES: PRIVATE FIRE MAINS SHALL BE PROVIDED WITH A LISTED BACKFLOW PREVENTER ACCEPTED BY THE PUBLIC WATER AGENCY TO WHICH THE PRIVATE FIRE MAIN IS BEING SUPPLIED FROM. AT LEAST ONE INDICATING VALVE SHALL BE INCLUDED AS PART OF ABOVE -GROUND ASSEMBLIES. BACKFLOW PREVENTION ASSEMBLIES SHALL NOT BE LOCATED WITHIN 40 FEET, OR THE HEIGHT OF THE FACING WALL, OF THE BUILDINGS) THAT IT SERVES. 14. SECTIONAL VALVES: WHEN A PRIVATE FIRE MAIN SERVES SIX OR MORE APPURTENANCES, SECTIONAL CONTROL VALVES SHALL BE INSTALLED. CONTROL VALVES SHALL BE INDICATING UNLESS OTHERWISE APPROVED -BY THE AHJ. SECTIONAL CONTROL VALVES SHALL BE LOCATED SO THAT NO MORE THAN FIVE FIRE APPURTENANCES ARE AFFECTED BY SHUT -DOWN OF ANY SINGLE PORTION OF THE FIRE SERVICE MAIN. 15. IMPACT PROTECTION: ON SITE FIRE HYDRANTS, POST INDICATOR VALVES AND FIRE DEPARTMENT CONNECTIONS LOCATED LESS THAN THREE FEET BEHIND THE FACE OF CURB OR WHEN NO CURB IS PROVIDED SHALL BE PROTECTED BY GUARD POSTS SET IN CONCRETE TO THE FOLLOWING SPECIFICATIONS: • CONSTRUCTION OF STEEL NOT LESS THAN 4 INCHES IN DIAMETER AND CONCRETE FILLED • SPACED NOT MORE THAT 3 FEET BETWEEN POSTS ON CENTER • SET NOT LESS THAN 3 FEET DEEP IN CONCRETE FOOTING OF NOT LESS THAN A 15 INCHED DIAMETER • SET WITH THE TOP OF THE POSTS NOT LESS THAN 3 FEET ABOVE GROUND • LOCATED NOT LESS THAN 3 FEET FROM TAE FIRE HYDRANTS, POST INDICATOR VALVES AND FIRE DEPARTMENT CONNECTIONS • ALL GUARD POSTS SHALL BE PAINTED YELLOW. 16. BACKFILL: BACKFILL SHALL BE WELL TAMPED IN LAYERS OR PUDDLE UNDER AND AROUND PIPES TO PREVENT SETTLEMENT OR LATERAL MOVEMENT. BACKFILL SHALL CONSIST OF CLEAN FILL SAND OR PEA GRAVEL TO A MINIMUM 6 INCHES BELOW AND TO A MINIMUM OF 12 INCHES ABOVE THE PIPE AND SHALL CONTAIN NO ASHES, CINDERS, REFUSE, ORGANIC MATTER, OR OTHER CORROSIVE MATERIALS. OTHER BACKFILL MATERIALS ARE PERMITTED WHERE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER AND APPROVED BY THE ENFORCING AGENCY. 17. FIRE RISER ACCESS: AUTOMATIC FIRE SPRINKLER SYSTEM RISERS SHALL NOT BE OBSTRUCTED IN ANY MANNER. IF A SYSTEM RISER IS TO BE CONCEALED BY MEANS OF A WALL, SOFFIT, COLUMN, OR OTHER BUILDING CONSTRUCTION, IT SHALL BE PROVIDED WITH EIGHTEEN (18) INCH CLEARANCE TO EACH SIDE AND TO THE FRONT OF THE SYSTEM RISER. ACCESS SHALL BE PROVIDED BY MEANS OF A DOOR WITH THE MINIMUM DIMENSIONS TWO (2) FEET SIX (6) INCHES IN WIDTH BY SIX (6) FEET (8) EIGHT INCHES IN HEIGHT. 18. FIRE DEPARTMENT CONNECTIONS: EACH SEPARATE FIRE SPRINKLER SYSTEM RISER (NOT ON MANIFOLD) SHALL BE PROVED WITH A FIRE DEPARTMENT CONNECTION (FDC). THE FDC SHALL BE LOCATED WITHIN 200 FEET OF A PUBLIC OR APPROVED FIRE HYDRANT, WHEN MEASURED AS A HOSE WOULD LAY ALONG AN APPROVED ROUTE. THE FDC SHALL BE LOCATED ON THE STREET SIDE OF BUILDINGS. SYSTEMS SERVING STANDPIPES SHALL BE SIZED TO SUPPLY THE SYSTEM PRESSURE AND FLOW REQUIREMENTS BASED ON ONE 2 J" CONNECTION FOR EACH 250 GALLONS PER MINUTE REQUIRED. AT A MINIMUM, A 2 J"X2 J"X4" FIRE DEPARTMENT CONNECTION SHALL BE PROVIDED. 19. APPLICANT SHALL COORDINATE POINT OF CONNECTION OF UNDERGROUND WATER SYSTEMS WITH APPLICABLE WATER AGENCY. SUCH COORDINATION MAY INCLUDED, BUT NOT LIMITED TO: ADDITIONAL FINANCIAL ARRANGEMENTS, FACILITY DESIGN, PLAN REVIEW, AND FACILITY TESTING. 20. INSPECTIONS: THE FOLLOWING INSPECTIONS ARE REQUIRED: • THRUST BLOCK PRE -POUR, RESTRAINT, PIPING MATERIAL, TRENCH, AND BACKFILL INSPECTION REQUIRED PRIOR TO BACKFILLING • UNDERGROUND HYDROSTATIC TEST PER NFPA 24 FOR 2 HOURS • UNDERGROUND FLUSH OF ALL AFFECTED PIPING UNTIL CLEAR. REQUIRED PRIOR TO CONNECTION OF ANY OVERHEAD PIPING. • UNDERGROUND FINAL - A COPY OF THE "CONTRACTORS MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" SHALL BE PROVIDED. VALVE AND CONNECTION SIGNAGE IS IN PLACE. BLUE REFLECTOR HYDRANT MARKERS ARE INSTALLED IN THE ADJOINING ROADWAY. PRIVATE FIRE HYDRANTS ARE PAINTED RED AND PROVIDED WITH OSFM "NEW" SERVICE TAGS. • CONTACT TO OFFICE OF THE FIRE MARSHAL A MINIMUM OF 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. THRUST CONSTRUCT z BEARING SYMMETRICAL Viii XA A017. AROUND PIPE. THRU BEARI AREA (TYP) TEE OR PLUG CROSS WITH VALVE APPROVAL BY: oQgOFESSlOy9! Michael Baker 1 N T E R N AT 1 0 N A L 9 04 No. 043090 75-410 Gerald Ford Drive, Suite 100 B1R`YAr4rMCKINNEY * * Palm Desert, CA 92211 CITY ENGINEER Phone: (760) 346-7481 MBAKERINTL.COM R.C.E. No. 49418 ��, ,� < DRAWN DESIGNED DESCRIPTION APP'D DATE qrP CF CAI�EIth, fr!Y� 05/25/21 JR JR/KE R E V I S 1 0 N S MICHAEL TYLMAN RCE NO. C43090, EXP. 3/31/2022 DATE: I SCALE AS NOTED CHECKED RV THRUST BEARING AREA I U -1R D �� DIALKING BEFOREFORE YOU DIGIG TOLL FRE811 GG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BENCHMARK: CITY OF LAQUINTA BM#430-Description:11/2"COPPERWELD F THECENTERLINE MONUMENT, STAMPED AVENUE AND INTERSECTION OFAVENUE 54 AND JEFFERSON STREET. STREET. ELEVATION=5.467'(NAVD88) ELEVATION=3.216•(NGVD29) PROJECT ELEVATION AT BMn430 (To obtain Project Elevations inNAVD88Datum,Subtract1.564' from the elevations shown). (To obtain Project ElevaeonsinNGVD29,Add 0.687'tothe elevations shown). ELEVATION =3.903' BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY BY THE LINE BETWEEN USC&GS STATIONS LA QUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD), (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS 1 BEING. N.40016'30.20"W. 12" MIN. DATE BY THRUST NOTES: 1. THE FOLLOWING PRECAUTIONS MUST BE OBSERVED WHEN CONSTRUCTING THRUST BLOCKS: A. BLOCKS MUST BE POURED AGAINST UNDISTURBED SOIL.. B. THE PIPE JOINT AND BOLTS MUST BE ACCESSIBLE. C. CONCRETE SHOULD BE CURED FOR AT LEAST 5 DAYS AND SHOULD HAVE A COMPRESSION STRENGTH OF 2,000 LBS. AT 28 DAYS. D. BLOCKS MUST BE POSITIONED TO COUNTERACT THE DIRECTION OF THE RESULTANT THRUST FORCE. THRUST BLOCK CALCULATIONS INPUT DATA WORKING WATER PRESSURE 200 SOIL BEARING PRESSURE 2000 * * SOIL BEARING PRESSURE SAFETY FACTOR (1.5 TYP.) 1.5 CAPACITY PER PAGE 13 OF SOILS REPORT TABLE 1: BEARING VALUE OF SOIL SOIL TYPE LBS./S.F. ALLUVIAL SOIL 1000 SOFT CLAY 2000 FIRM CLAY 4000 WET SAND 4000 SAND AND CLAY MIXED 4000 FINE DRY SAND 6000 HARD CLAY 8000 COARSE DRY SAND 8000 GRAVEL 12000 GRAVEL AND SAND, WELL 16000 CEMENTED HARDPAN OR HARD SHALE 20000 MEDIUM ROCK 40000 ROCK UNDER CAISSONS 50000 HARD ROCK 160,000 RIVERSIDE COUNTY PRIVATE FIRE LINE NOTES 1. THE INSTALLATION OF THE ON-SITE WATER SYSTEM SHALL COMPLY WITH ALL REQUIREMENTS OF THE CURRENT EDITION OF NFPA 24 AND CALIFORNIA FIRE CODE. INSTALLATION WORK SHALL BE DONE BY FULLY EXPERIENCED AND RESPONSIBLE CONTRACTORS. CONTRACTORS SHALL BE APPROPRIATELY LICENSED IN THE STATE OF CALIFORNIA TO INSTALL PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES (CSLB: C-16, C34, C-36, CLASS A). JOB CARDS WILL BE ISSUED TO THESE LICENSED CONTRACTORS ONCE ADEQUATE DOCUMENTATION AND APPROVAL FOR THE WORK HAS BEEN OBTAINED BY THE OFFICE OF THE FIRE MARSHAL. 2. ALL FIRE FLOW REQUIREMENTS, HYDRANT TYPE, NUMBER OF HYDRANTS, AND SPACING OF HYDRANTS SHALL BE PROVIDED AS PER THE CALIFORNIA FIRE CODE, 3. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE WITHIN A REASONABLE DISTANCE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON THE JOB SITE. THIS WATER SUPPLY SHALL BE APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT - OFFICE OF THE FIRE MARSHAL. 4. THE CIVIL ENGINEER OR LICENSED CONTRACTOR WHO DESIGNED THE WATER SYSTEM HEREBY CERTIFIES THAT THIS WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS AS PRESCRIBED BY THE OFFICE OF THE FIRE MARSHAL, THE CALIFORNIA FIRE CODE AND NFPA 24, WET -SIGNED STAMP SEAL SHALL BE PLACED ON THE PLANS. 5. THE FIRE FLOW CALCULATIONS SHALL BE BASED ON WATER FLOW TEST INFORMATION CONDUCTED WITHIN ONE YEAR OF THE PRIVATE FIRE MAIN PLAN SUBMITTAL APPLICATION DATE. 6. ANY PIPING NOT SHOWN ON THIS APPROVED PLAN IS NOT A PART OF THIS APPROVAL. ANY ADDITIONAL PIPING THAT IS TO BE INSTALLED WILL REQUIRE A SEPARATE PLAN SUBMITTAL REQUIRING THE APPROVAL FROM THE OFFICE OF THE FIRE MARSHAL. 7. DUCTILE IRON PIPE SHALL BE INSTALLED WITHIN FIVE FEET OF THE BUILDING. 8. NO JOINTS SHALL BE INSTALLED UNDER THE BUILDING. THE SUPPLY LINE TO THE FIRE SPRINKLER RISERS) SHALL BE A UL LISTED ONE PIECE SOLID SWEEP. FIRE SPRINKLER RISERS THROUGH FLOOR SLABS SHALL HAVE A SLEEVE WITH A MINIMUM OF 2 INCHES OF CLEARANCES FOR PIPES UP TO 3 J" IN SIZE AND 4 INCHES OF CLEARANCE FOR PIPE SIZES 4 INCHES AND GREATER. 9. ALL METAL MECHANICAL RESTRAINTS, UNDER GROUND BOLTS AND STAINLESS STEEL SWEEPS SHALL BE WRAPPED IN PROTECTIVE PLASTIC OR OTHER APPROVED CORROSION RETARDING MATERIAL. 10. ALL WATERLINES EXTENDING UNDER ROADWAY SURFACES SHALL HAVE A MINIMUM COVER OF 3 INCHES MEASURED FROM THE TOP OF PIPE TO FINISH GRADE. 11. THERE SHALL BE A MINIMUM VERTICAL CLEARANCE OF 12 INCHES BETWEEN FIRE LINES AND ALL OTHER UNDERGROUND UTILITIES. THE 12 INCHES OF CLEARANCE IS MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF OTHER UTILITY. 12. FIRE HYDRANTS: THE MINIMUM SIZE FIRE HYDRANT SHALL BE SUPER FIRE HYDRANTS (6"X 4"X 2J"X2�"). DEPENDING ON FLOW REQUIREMENTS AN ENHANCED SUPER HYDRANT (6"X4"X4"X24") MAY BE REQUIRED. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED RED AND PROVIDED WITH OSFM "NEW" SERVICE TAG AT TIME OF FINAL INSPECTION. 13, BACKFLOW PREVENTION ASSEMBLIES: PRIVATE FIRE MAINS SHALL BE PROVIDED WITH A LISTED BACKFLOW PREVENTER ACCEPTED BY THE PUBLIC WATER AGENCY TO WHICH THE PRIVATE FIRE MAIN IS BEING SUPPLIED FROM. AT LEAST ONE INDICATING VALVE SHALL BE INCLUDED AS PART OF ABOVE -GROUND ASSEMBLIES. BACKFLOW PREVENTION ASSEMBLIES SHALL NOT BE LOCATED WITHIN 40 FEET, OR THE HEIGHT OF THE FACING WALL, OF THE BUILDINGS) THAT IT SERVES. 14. SECTIONAL VALVES: WHEN A PRIVATE FIRE MAIN SERVES SIX OR MORE APPURTENANCES, SECTIONAL CONTROL VALVES SHALL BE INSTALLED. CONTROL VALVES SHALL BE INDICATING UNLESS OTHERWISE APPROVED -BY THE AHJ. SECTIONAL CONTROL VALVES SHALL BE LOCATED SO THAT NO MORE THAN FIVE FIRE APPURTENANCES ARE AFFECTED BY SHUT -DOWN OF ANY SINGLE PORTION OF THE FIRE SERVICE MAIN. 15. IMPACT PROTECTION: ON SITE FIRE HYDRANTS, POST INDICATOR VALVES AND FIRE DEPARTMENT CONNECTIONS LOCATED LESS THAN THREE FEET BEHIND THE FACE OF CURB OR WHEN NO CURB IS PROVIDED SHALL BE PROTECTED BY GUARD POSTS SET IN CONCRETE TO THE FOLLOWING SPECIFICATIONS: • CONSTRUCTION OF STEEL NOT LESS THAN 4 INCHES IN DIAMETER AND CONCRETE FILLED • SPACED NOT MORE THAT 3 FEET BETWEEN POSTS ON CENTER • SET NOT LESS THAN 3 FEET DEEP IN CONCRETE FOOTING OF NOT LESS THAN A 15 INCHED DIAMETER • SET WITH THE TOP OF THE POSTS NOT LESS THAN 3 FEET ABOVE GROUND • LOCATED NOT LESS THAN 3 FEET FROM TAE FIRE HYDRANTS, POST INDICATOR VALVES AND FIRE DEPARTMENT CONNECTIONS • ALL GUARD POSTS SHALL BE PAINTED YELLOW. 16. BACKFILL: BACKFILL SHALL BE WELL TAMPED IN LAYERS OR PUDDLE UNDER AND AROUND PIPES TO PREVENT SETTLEMENT OR LATERAL MOVEMENT. BACKFILL SHALL CONSIST OF CLEAN FILL SAND OR PEA GRAVEL TO A MINIMUM 6 INCHES BELOW AND TO A MINIMUM OF 12 INCHES ABOVE THE PIPE AND SHALL CONTAIN NO ASHES, CINDERS, REFUSE, ORGANIC MATTER, OR OTHER CORROSIVE MATERIALS. OTHER BACKFILL MATERIALS ARE PERMITTED WHERE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER AND APPROVED BY THE ENFORCING AGENCY. 17. FIRE RISER ACCESS: AUTOMATIC FIRE SPRINKLER SYSTEM RISERS SHALL NOT BE OBSTRUCTED IN ANY MANNER. IF A SYSTEM RISER IS TO BE CONCEALED BY MEANS OF A WALL, SOFFIT, COLUMN, OR OTHER BUILDING CONSTRUCTION, IT SHALL BE PROVIDED WITH EIGHTEEN (18) INCH CLEARANCE TO EACH SIDE AND TO THE FRONT OF THE SYSTEM RISER. ACCESS SHALL BE PROVIDED BY MEANS OF A DOOR WITH THE MINIMUM DIMENSIONS TWO (2) FEET SIX (6) INCHES IN WIDTH BY SIX (6) FEET (8) EIGHT INCHES IN HEIGHT. 18. FIRE DEPARTMENT CONNECTIONS: EACH SEPARATE FIRE SPRINKLER SYSTEM RISER (NOT ON MANIFOLD) SHALL BE PROVED WITH A FIRE DEPARTMENT CONNECTION (FDC). THE FDC SHALL BE LOCATED WITHIN 200 FEET OF A PUBLIC OR APPROVED FIRE HYDRANT, WHEN MEASURED AS A HOSE WOULD LAY ALONG AN APPROVED ROUTE. THE FDC SHALL BE LOCATED ON THE STREET SIDE OF BUILDINGS. SYSTEMS SERVING STANDPIPES SHALL BE SIZED TO SUPPLY THE SYSTEM PRESSURE AND FLOW REQUIREMENTS BASED ON ONE 2 J" CONNECTION FOR EACH 250 GALLONS PER MINUTE REQUIRED. AT A MINIMUM, A 2 J"X2 J"X4" FIRE DEPARTMENT CONNECTION SHALL BE PROVIDED. 19. APPLICANT SHALL COORDINATE POINT OF CONNECTION OF UNDERGROUND WATER SYSTEMS WITH APPLICABLE WATER AGENCY. SUCH COORDINATION MAY INCLUDED, BUT NOT LIMITED TO: ADDITIONAL FINANCIAL ARRANGEMENTS, FACILITY DESIGN, PLAN REVIEW, AND FACILITY TESTING. 20. INSPECTIONS: THE FOLLOWING INSPECTIONS ARE REQUIRED: • THRUST BLOCK PRE -POUR, RESTRAINT, PIPING MATERIAL, TRENCH, AND BACKFILL INSPECTION REQUIRED PRIOR TO BACKFILLING • UNDERGROUND HYDROSTATIC TEST PER NFPA 24 FOR 2 HOURS • UNDERGROUND FLUSH OF ALL AFFECTED PIPING UNTIL CLEAR. REQUIRED PRIOR TO CONNECTION OF ANY OVERHEAD PIPING. • UNDERGROUND FINAL - A COPY OF THE "CONTRACTORS MATERIAL AND TEST CERTIFICATE FOR UNDERGROUND PIPING" SHALL BE PROVIDED. VALVE AND CONNECTION SIGNAGE IS IN PLACE. BLUE REFLECTOR HYDRANT MARKERS ARE INSTALLED IN THE ADJOINING ROADWAY. PRIVATE FIRE HYDRANTS ARE PAINTED RED AND PROVIDED WITH OSFM "NEW" SERVICE TAGS. • CONTACT TO OFFICE OF THE FIRE MARSHAL A MINIMUM OF 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. THRUST CONSTRUCT z BEARING SYMMETRICAL Viii XA A017. AROUND PIPE. THRU BEARI AREA (TYP) TEE OR PLUG CROSS WITH VALVE APPROVAL BY: oQgOFESSlOy9! Michael Baker 1 N T E R N AT 1 0 N A L 9 04 No. 043090 75-410 Gerald Ford Drive, Suite 100 B1R`YAr4rMCKINNEY * * Palm Desert, CA 92211 CITY ENGINEER Phone: (760) 346-7481 MBAKERINTL.COM R.C.E. No. 49418 ��, ,� < DRAWN DESIGNED DESCRIPTION APP'D DATE qrP CF CAI�EIth, fr!Y� 05/25/21 JR JR/KE R E V I S 1 0 N S MICHAEL TYLMAN RCE NO. C43090, EXP. 3/31/2022 DATE: I SCALE AS NOTED CHECKED RV THRUST BEARING AREA #4 BARS (EPDXY COATED) HOOK ENDS 6" MIN. CONCRETE THRUST Imo- BLOCK VERTICAL BEND 1 SECTION 9 #4 REBAR CONCRETE THRUST BLOCK THRUST BLOCK DETAILS 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 9 SILVERROCK RESORT DATE � S/Z OF 9 SHEETS MONTAGE HOTEL, SPA AND GUESTROOMS DWG. NAME EXP. 09/30/2022 DETAIL SHEET JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE NO. DATE May 2021 FOR' SILVERROCK DEVELOPMENT COMPANY, LLC SW2019-0001 CV CD CV 00 LO If, 29 12" MIN. THRUST f= REDUCER BEEARAIN( #4 BARS (EPDXY COATED) HOOK ENDS 6" MIN. CONCRETE THRUST Imo- BLOCK VERTICAL BEND 1 SECTION 9 #4 REBAR CONCRETE THRUST BLOCK THRUST BLOCK DETAILS 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 9 SILVERROCK RESORT DATE � S/Z OF 9 SHEETS MONTAGE HOTEL, SPA AND GUESTROOMS DWG. NAME EXP. 09/30/2022 DETAIL SHEET JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE NO. DATE May 2021 FOR' SILVERROCK DEVELOPMENT COMPANY, LLC SW2019-0001 CV CD CV 00 LO If, 29