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SW2019-0002AVE4y BemxMa iN O `Nst1 c` Dunes t F , O J IrMien o a V` IT ro 111 PROPOSED S SEWER MAIN WAY EXISTING WATER MAIN -- N -- - i 54 H Views 0 AVE DUCTILE IRON PIPE STORM DRAIN -'Tf- EACH CENTERUNE - VICINITY MAP CURB FIRE DEPARTMENT CONNECTION W Y HORZ HORIZONTAL N Z Q Inew WATER METER MANHOLE SEWER CLEANOUT BLOW -OFF ASSEMBLY Ls Du/nfa M TEE WITH 3 -VALVES RIGHT OF WAY o z 50TH AVE 52ND W AVE SILVERROCK PROPOSED S SEWER MAIN WAY EXISTING WATER MAIN -- N -- - EXISTING SEWER MAIN --- 54 H AIR / VAC ASSEMBLY 0 AVE DUCTILE IRON PIPE STORM DRAIN -'Tf- EACH CENTERUNE - VICINITY MAP NTS I GrGnln PROPOSED W WATER MAIN AIR & VACUUM RELIEF VALVE PROPOSED S SEWER MAIN BLOW OFF ASSEMBLY EXISTING WATER MAIN -- N -- - EXISTING SEWER MAIN --- S -- - AIR / VAC ASSEMBLY 0 SEWER LATERAL DUCTILE IRON PIPE STORM DRAIN -'Tf- EACH CENTERUNE - PROPERTY LINE CURB FIRE DEPARTMENT CONNECTION FIT PAVEMENT EDGE HORZ HORIZONTAL SEWER MANHOLE O WATER VALVE LINEAR FEET WATER METER MANHOLE SEWER CLEANOUT 0 BLOW -OFF ASSEMBLY O FIRE HYDRANT c< TEE WITH 3 -VALVES RIGHT OF WAY BEND (SIZE & DEFLECTION) STORM DRAIN SECTION UNE, 1/4 SECTION LINE VITRIFIED CLAY PIPE EX. FORCE MAIN --- M-- -- EX. DETECTOR CHECK ASSY PIV/FDC 04 THRUST BLOCK 2 CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SILVERROCK RESORT - CONFERENCE & SHARED SERVICES VATE UTILITY PLANS ABBREVIATIONS ASSY ASSEMBLY A/V AIR & VACUUM RELIEF VALVE BLDG BUILDING BO BLOW OFF ASSEMBLY C&G CURB AND GUTTER D DEPTH DEFL DEFLECTION DIP DUCTILE IRON PIPE EA. EACH EXIST EXISTING FF FINISHED FLOOR FDC FIRE DEPARTMENT CONNECTION FIT FIRE HYDRANT HORZ HORIZONTAL INV. INVERT LF LINEAR FEET MH MANHOLE P/A PLANTER AREA PIN POST INDICATOR VALVE PVC POLYMNYL CHLORIDE ROW RIGHT OF WAY SO STORM DRAIN STD STANDARD VCP VITRIFIED CLAY PIPE VERT VERTICAL W/ WITH P R I GENERALNOTES > Eli MUM CONSTRUCTION NOTES UNIT QUANTITY O INSTALL 8" SDR -35 SEWER MAIN (OR APPROVED EQUAL) LF 490 t INSTALL 6" SDR -35 SEWER LATERAL (OR APPROVED EQUAL) LF 190 3 INSTALL 6" CLEAN OUT TO GRADE WITH CAP PER CVWD STD. DWG. NO. S-6 EA 4 4 INSTALL 48" DIAMETER MANHOLE PER CVWD STC. DWG. NO. S-5 EA 1 5 INSTALL 4" PVC C-900 FIRE MAIN (OR APPROVED EQUAL), 4' MINIMUM COVER LF 310 6 INSTALL 12" PVC C-900 FIRE MAIN (OR APPROVED EQUAL), 3' MINIMUM COVER LF 765 7 NOT USED 8 NOT USED O9 INSTALL 4" C-900 WATER MAIN (OR APPROVED EQUAL), 3' MINIMUM COVER LF 778 10 NOT USED 11 INSTALL 3" PVC SCHEDULE 40 WATER LINE LF 80 12 INSTALL 6" WET BARREL SUPER FIRE HYDRANT ASSEMBLY WITH (1) 4" CONNECTION AND (2) 2.5" CONNECTIONS PER DETAIL ON SHEET 3 EA 1 13 INSTALL IN-LINE PIV FA 2 14 INSTALL WALL-MONTED FIRE DEPARTMENT CONNECTION. SEE DETAIL ON SHEET 3 AND ARCHITECTURAL PLANS EA 1 15 INSTALL 12" 45" BETE WITH THRUST BLOCK EA 4 16 INSTALL 12" 90' BEND WITH THRUST BLOCK EA 3 17 INSTALL 4" 45" BEND WITH THRUST BLOCK EA 4 18 INSTALL 4" 90" BEND WITH THRUST BLOCK EA 4 19 INSTALL 4"X4"X3" TEE WITH THRUST BLOCK EA 2 O INSTALL 4" FDC PER RIVERSIDE COUNTY FIRE REQUIREMENTS AND DETAIL ON SHEET 3 EA 2 NOTE: QUANTITIES SHOWN ARE ENGINEER'S ESTIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES FOR BID SUBMITTAL. 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. DDHk`7]A-,q'nT TOLL TWO WORKING RE DAYS BEFORE DIG YOU DIG W FREE TELEPHONE: 81 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT BENCHMARK: CITY OF IA QUINTA BM #430 - Dexripbon.1 112" COPPERWELD MONUMENT, STAMPED "FS -96 , FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION = 5457(NAVD88) ELEVATION = 3.216' (NGV029) PROJECT ELEVATION AT BM #430 To obtain Project Elevations O NAVD86 Datum, Sublrxl 1.564' from the elevations shown). To obtain Project Elevations in NGVD29. A00 0 687'to the elevations sMwn). ELEVATION = 3.90 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 LA QUINTA. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY BY TFE LINE BETWEEN USCkGS STATIONS LA QUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD), (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS BEING N.40°16'30.20"W. e PM 37207/SDP2016-0005 SHEET INDEX MAP 100 50 0 100 COACHELLA VALLEY WATER DISTRICT (760)398-2651 200 300 SOUTHERN CALIFORNIA GAS (760)341-9581 TELEPHONE FRONTIER 1-800-483-4000 ELECTRICAL IMPERIAL IRRIGATION DISTRICT (800)303-7756 CABLE T.V. SPECTRUM (760)340-2225 DATEJANUARY 2021 SCALE: 1"-100' UTILITIES/SERVICES WATER COACHELLA VALLEY WATER DISTRICT (760)398-2651 SEWER COACHELLA VALLEY WATER DISTRICT (760)398-2651 GAS SOUTHERN CALIFORNIA GAS (760)341-9581 TELEPHONE FRONTIER 1-800-483-4000 ELECTRICAL IMPERIAL IRRIGATION DISTRICT (800)303-7756 CABLE T.V. SPECTRUM (760)340-2225 OWNER/DEVELOPER SILVERROCK DEVELOPMENT COMPANY, L.L.0 3551 FORTUNA RANCH ROAD ENCINITAS, CA. 92024 760) 634-6543 APN 777-050-012 777-050-031 777-050-036 777-050-045 777-050-065 SHEETINDEX SHEET No. DESCRIPTION 1 TITLE SHEET 2 UTILITY IMPROVEMENT PLAN 3 UTILITY NOTES AND DETAIL SHEET IN W. 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 16" ABOVE FINISHED FLOOR) SHALL BE IN ACCORDANCE WITH THE LATEST NFPA CODES AND REGULATIONS. INTERNATIONAL 9 y Ford Drive, m 75-410 Gerald o , Sulte 100 c No. ca3o90 Palm Desert, CA 92211 Exp.0331-2012 Phone: (780)346-7481 MBAKERINTL.COM DATE BY DESCRIPTION APP'D DATE 1/13/21 R E V I S I O N S MICHAEL IYLMAN RCE NO. C43090 EXP. 6-30-22 DATE: 1. ALL WORK SHALL BE DOPE 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 IT 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 ENVIROlENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REWIRED. 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 RELIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRICTION 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 SHALL 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 LICLTNSED LAND SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUNAN OCCUPANCY SHALL BE PERFORMED ONLY MING THE TIME PERIODS AS FOLLOWS OCTOBER 1ST TO APRIL 30TH+ MONDAY -FRIDAY 7:00 AM TO 5:30 PM MAY IST TO SEPTEMBER 30TH MORAY -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, MIA, AND DEBRIS DEPOSITED ON THEM AS A RESAT OF THE GRADING OPERATION. CLEANING IS TO BE DOE 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 MJST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NODES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOT) 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. 13. THE CITY RETAINS THE RIGHT TO REWIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING, BUT NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 14. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS, INCLUDING, BUT NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. 15. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE IT IS CRACKED, UNEVEN AT JOINTS, OR OTHERWISE DAMAGED, PURSUANT TO STREET & HIGHWWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEING DEVELOPED. 16. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT NO. 8227-04, DATED: SEPTEMBER 4, 2019, PREPARED BY: GLOBAL GEO-ENGINEERING, INC., TELEPHONE NO. (949) 221-0900. 17. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INISIIRE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 18. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 20. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 21. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 22. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B. FOR THE CONFERENCE AND SHARED SERVICES SITE, EXCEPT FOR THE FIRE ACCESS ROUTE AS NOTED ON PLAN, WHICH IS 4.5" A.C. OVER 5.5" CHRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 23. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. 24. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE SAMPLINGS. 25, THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 26. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 27. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REWIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. TRENCH BACKFILL FOR STORM DRAINS SHALL BE IN CONFORMANCE WITH THE SOILS REPORT NO. 8227-04, DATED: SEPTEMBER 4, 2019, PREPARED BY: GLOBAL GEO-ENGINEIRING, INC., TELEPHONE NO. (949) 221-0900. PAVING NOTES 1. ALL INNDERGROUIND 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 STALL BE POSTED, DELINEATED, AND LIGHTED IN CONFORMANCE WITH THE CALTRANS "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORKZONES" AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER. 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: WEARING COURSE (UPPER COARSE); PG 70-10 BASE COURSE (LOWER COURSES): PG 70-10 THE WEARING COURSE SHALL BE A 0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. 4. MIX DESIGN REQUIRED: SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL, A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA), AIR VOIDS, AND S -VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. TO ENSURE TIMELY APPROVAL, THE CONTRACTOR/SUPPLIER IS ENCOURAGED TO REFER TO LA QUINTA'S DESIGN MIX APPROVAL CHECKLIST (FORM F082) TO ENSURE ALL REQUIRED LAT TESTS ARE PERFORMED, CERTIFIED, AND SUBMITTED FOR REVIEW. 5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES, AND THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TALC COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS -1H" CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLONS/YARD. 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAW CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANING, AS NEEDED. 7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT INSTALLATION IS COMPLETED. 8 THE CUE SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS FOLLOWS: "S" FOR SEWER, "G" FOR GAS, AND "E" FOR ELECTRICAL POWER. PRIVATE WATER, SEWER, AND RIVERSIDE COUNTY PRIVATE FIRE LINE NOTES SEE SHEET 3 APPROVAL BY CITY OF LA QUINTA J, r 1J'%i+r. "-----% oATE-Z BRYAN M KwrvEY CITY ENGINEER R.C.E. NO. 49418 EXP. 09/30/2022 CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET OF 3 SHEETS PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN SILVERROCK RESORT - PA 4 CONFERENCE AND SHARED SERVICES TITLE SHEET LOCATEDWITHIN S11/4 OF SEC. 5 k NN, NE & SE 1/4 O SEC. 8, T.6S.,R.7E., S.B.B.t M. DWG. NAME FILE NO. RAWN oRR r KE DESIGNED oRR r KE JOB NUMBER 161178 EOR` SILVERROCK DEVELOPMENT COMPANY, LLCSCALEASNOTEDCHECKEDRVDATEJANUARY2021 S W'.D19- ODO`a- Y --S-- - W- - -w- - 2 t -$- -S_ _ _$ R/W W---24 _ ` W_ f ` v f In / 1 I' 441N'/ 12" / DIP / wATE'R o' l SEP z v 7 ® / 710 170+ 37/ 0 1 - pjN \ TAh 1s 1p+4 1 tape M7 ID., l 24 'hRVVSl- i I INy S(Y 1 7 a>u INrgAt 1, / .4p j l a( is o+s Q4pss A BAR. so TQ' -1 PIS i C 24Fp1j ' "' o 23. A/ I7 45 IAV r C ' 16 7 bb -4-9 i 3 / All 11 pj y 24 SOI -T a 1'22 x'12 f7p28 Ok-tysi, r EXISTING 18° DIP WATER MAIN PER SEPARATE SILVERROCK WAY IAPROVDfNT -LAN EXISTING 10' PVC SEWER MAIN PER SEPARATE SILVERROCK WAY IIPROVEMENT PLANS Si- - r CK _ w R- VV l \ \ v A y `s I EXISTING TO BE REMOVED OR ABANDONED AFTER NEW SEWER IS CONSTRUCTED AND APPROVED FOR SERVICE WATER LINESEWERLINEDATATABLE BEARING/DELTA IBEARING/DELTA LENGTH NOTENOTE 1 N73'05'48"W 344.00' 8' SDR -35 2 N73'05'48'W 143.00' 8" SCR -35 3 N16'54'12"E 64.08 6' SDR -35 4 N16'54'12"E 73.87' 6" s_D 5 Nib 54'12'E 40.78' 6" SDR 35 6 N16'54'12'E 12.00' 6' SDR -35 r CK _ w R- VV l \ \ v A y `s I EXISTING TO BE REMOVED OR ABANDONED AFTER NEW SEWER IS CONSTRUCTED AND APPROVED FOR SERVICE WATER LINE DATA TABLE BEARING/DELTA I LENGTH BEARING/DELTANOTE I N73'05'48"W 433.12' 4" PVC C-900 2N16'54'12"E N73'05'48"W7.46' 4" PVC C-900 3 N18'30'34"W 73.04' 4" PVC C-900 4 N16'54 WE -792 08' 4' PVC C-900 5 N73'05'48"W 42.00' 4" PVC C-900 6 N16'54'12"E 31.24' 4" PVC C-900 7 N73'10'37"E 11.20' 4" PVC C-900 8 N16'54'12"E 13.20' 4" PVC C-900 9 N16"54'12"E 75.15' 4' PVC C-900 10 N16'54'12"E 52.49' 3" PVC SCH 40 11 N16 -54'12"E 25.55' 3' PVC SCA 40 12 N16'54'12"E 95.70' 3' PVC SCH 40 W a Pjg 'yt„z._. PjpF- ,. ,:..,_ <9.2009' 21 p SSI. .. s4 ?7'497"'0:°°°° \:. _ 74 _ 23.20 T_i2P CONST. MH NO. 1 rn l / ig 9j1 T m ...., 19.53 r ia- JPj-c._.F i i 1 S.073 3+ N J Tq_4 ply 13+50.W LINE A 4r + 28 77 TMH 4.45Sj _ 2 p0 N - 7 19.72 INV -W OUT g, 3 ti L _` y $ep 7 , SIM? ' 19. Ty ":: i 19.82 IMV{ IN ` 1 I l 1 _ >'. d 5 l o 74+00 A r, 72 14+3g 5 7 j,E.lb, S<O. p7 18 1q+32.17 CONSTRUCTION NOTES k 2s 3za`aor" a'ydF/.. a-.. : o 9 AIgINTgT79 14+?a.77OiINSTALL8" SDR -35 SEWER MAIN (OR APPROVED EQUAL) BQj , B,oINV_ 7 O2 INSTALL 6' SDR -35 SEWER LATERAL (OR APPROVED EQUAL) F 7 C r, /'.' IF / l 1N&- / ,;.. Q3 INSTALL 6" CLEAN OUT TO GRADE WITH CAP PER CVWD STD. DWG. NO. S-6 2,T 77+ r 1 60l IT 75+ O4 INSTALL 48' DIAMETER MANHOLE PER CVWD STD. DWG. NO. S-5 ERE wq ASr (yy1?I Sro plop i 7g ?s+2p 75+ OS INSTALL 4° PVC C-900 FIRE MAIN (IX2 APPROVED EQUAL), 4' MINIMUM COVER CeNr NCe SVp. '"[Cpj , ;yFF> ER RAN ., ._. r : X . ?3 32 l S o ? /s PjPCINSTALL12° PVC C-900 FIRE MAIN (OR APPROVED EQUAL), 3' MINIMUM COVER pg02g' OU .. ,:, .r_ / \ \ J N 73+30 `','n '? .61 TQnr 16 SD 14 ?6.92 I Q9 INSTALL 4" C-900 WATER MAIN (OR APPROVED EQUAL), 3' MINIMUM COVER 2g• 7 _ d w 3 w) HAST 1 / 3g B!'\\ 11 92 ".c j T T 4 FAS-...`. A 2 SMP 23 l4+ P 01- 11 INSTALL 3" PVC SCHEDULE 40 WATER LINE CONFER ' SaO.p r , s ssb 5 _ .x,pz8.77T 3 2x6.47 S!SJl I1 , 12 INSTALL 6" WET BARREL SUPER FIRE HYDRANT ASSEMBLY WITH (1) 4" CONNECTION AND (2) 2.5" CONNECTIONS PER DETAIL ON SHEET 3 \_\ "' __ 29 60 f` 1 i "`a1OTg7 23lA7V_ 4p 80 3 _4S, 2 m ••° 13 INSTALL IMINE PIV 29 / ?9.47T / 9. 7pjNV 14 " S ``. w1R '- 0 it 14 INSTALL WALL-MDUNTED FIRE DEPARTMENT CONNECTION. SEE DETAIL ON MEET 3 AND ARCHITECTURAL PLANS pgC'296p314W8 17 SSU @ INSTALL 12" 45' BEND WITH THRUST BLOCK / J l SyA A) SVC,SD 1 16 INSTALL 12" 90' BEND WITH THRUST BLOCK RE r 7 INSTALL 4" 45' BEND WITH THRUST BLOCK l p1 2 6 S 18 INSTALL 4" 90' BEND WITH THRUST BLOCK 20 10 0 20 40 60 /' Irl IF 7 PA 28 0 19 INSTALL 4"X4"X3" TEE WITH THRUST BLOCK Q INSTALL 4" FDC PER RIVERSIDE COUNTY FIRE REQUIREMMS AND DETAIL CN %EET 3 SCALE: 1'1 BENCHMARK: BASIS OF BEARINGS: APPROVAL BY cmoE LAOuwTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 1151TripOF LA QUINTABM930-Descrpnan1112COPPERwELD THE BEARINGS SHOWN HEREON ARE BASEDMichael BakerD /i HT MONUMENT ,STAMPED °Ls -98", FLUSH AT THE CENTERLINE QµoFEss7oy4PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN LJ H INTERSECTION OF AVENUE s1 AND JEFFERSON STREET N ZONEI6oRASADETERMINEDELOCA SYSTEM, hey pFL t7 Fy ELEVATION - 5.467 NAVD66) y I N T E R N A T 1 0 N A L SILVERROCK RESORT - PA 4 DIAL TWO WORKING ELEVATION =a216 '(NGvoze) BY THE LINE BETWEEN USC&GS STATIONS LA m 75-410 Gerald Ford Drive, Suite 100 DATE BEFORE DAYS BEFORE PROJECT ELEVATION AT BM 8430 QUINTA CS2005 (Pi AND COLLEGE OF ¢ NO C43NO BRY McKINNEY /-rz OF 3 $MEET$ Exp. o331 -sou Palm Desert, CA 92211 CONFERENCE AND SHARED SERVICES YOU DIG M1 YOU DIG (Too blain Project shown). in NAVD88 Datum, Subtract t564' THE DESERT GEODETIC POSITIONS PER * * Phone'. 760 346-7481 -MBAKERINTLCOM CITY ENGINEER DWG. NAME Tram ms elevations shown). I U R.C.E. No. aeale EXP. 09/30/2022 NATIONAL cEODEnc suRVEY, Naos3, EPOCH vrgr ctu1V P pSEWER, WATER &FIRE LINES PLAN SHEET TOLLFREETELEPHONE: 811 (To obtain Project Elevations In NGVD29, Add 0.687 to the 2011.00) AS SHOWN ON THE NATIONAL pF pL1Fo DRAWN DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY elevaLwns shown). DATE BY DESCRIPTION APPb DATE :^W I!,'_ ORR/KE ORRIKE 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 I MW, NE It SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.! M. GEODETIC SURVEY PUBLISHED DATA SHEETS 1/13/27 UNDERGROUND SERVICE ALERT ELEVATION =alar BEING N.40°16'30.20°W. R E V I S 1 0 N S MICHAELTYLMAN RCE N0. C43090 EZPSCALE CHECKED DATE . s - 3o-22 DATE: AS NOTED RV JANUARY 2021 FOR: SILVERROCK DEVELOPMENT COMPANY, LLC FIRE LINE DATA TABLE BEARING/ DELTA LENGTH NOTE 13 N16'50'41 26.71' 12' PVC C-900 14 N73'05'48"W 464.79' 12" PVC C-900 15 N16'54 12"E 12.74' 12" PVC C-900 16 N18'30'34'W 73.04' 12" PVC C-900 17 N16'54'12'E 86.81' 12' PVC C-900 18 N73'05'48"W 42.00' 12" PVC C-900 19 N16'54'12"E 49.85' 12" PVC C-900 20 N16'54'12"E 10.24' 4' SCH 40 21 N73'05'48"W 12.09' 4' SCH 40 22 N16'54'12"E 14.24' 4" SCH 40 23 N16'54'12"E 74.24' 4" SCH 40 24 N16'54'12"E _T9 92' 4" SCH 40 25 N16'54'12"E 10.24' 4" SCH 40 26 N73'05'48'W 25.62' 4" SDN 40 27 N16'54'12"E 58.65' 4' SCH 40 28 N16'54'12'E 21.55' 4" SCH 40 29 N 73'05'48" W r 3.69' 1 12" PVC C-900 W a Pjg ' yt„z._. PjpF- ,. ,:..,_ <9.20 0 9' 21 p SSI. .. s4 ? 7'497"'0:°°°° \:. _ 74 _ 23.20 T_i2P CONST. MH NO. 1 rn l / ig 9j1 T m ...., 19.53 r ia- JPj-c._.F i i 1 S.073 3+ N J Tq_4 ply 13+50.W LINE A 4r + 28 77 TMH 4. 45Sj _ 2 p0 N - 7 19.72 INV -W OUT g, 3 ti L _` y $ep 7 , SIM? ' 19. Ty ":: i 19.82 IMV{ IN ` 1 I l 1 _ >'. d 5 l o 74+00 A r, 72 14+3g 5 7 j,E.lb, S<O. p7 18 1q+32.17 CONSTRUCTION NOTES k 2s 3za`aor" a' ydF/..a-.. : o 9 AIgINTgT79 14+?a.77 OiINSTALL8" SDR -35 SEWER MAIN (OR APPROVED EQUAL) BQj , B,oINV_ 7 O2 INSTALL 6' SDR -35 SEWER LATERAL (OR APPROVED EQUAL) F 7 C r, /'.' IF / l 1N&- / ,;.. Q3 INSTALL 6" CLEAN OUT TO GRADE WITH CAP PER CVWD STD. DWG. NO. S-6 2,T 77+ r 1 60l IT 75+ O 4INSTALL 48' DIAMETER MANHOLE PER CVWD STD. DWG. NO. S-5 ERE wq ASr (yy1?I Sro plop i 7g ?s+2p 75+ OSINSTALL4° PVC C-900 FIRE MAIN (IX2 APPROVED EQUAL), 4' MINIMUM COVER CeNr NCe SVp. '"[Cpj , ;y FF> ER RAN ., ._. r : X . ?3 32 l S o ? /s PjPC INSTALL12° PVC C-900 FIRE MAIN (OR APPROVED EQUAL), 3' MINIMUM COVER pg02g' OU .. ,:, .r_ / \ \ J N 73+30 `','n '? .61 TQnr 16 SD 14 ?6.92 I Q9 INSTALL 4" C-900 WATER MAIN (OR APPROVED EQUAL), 3' MINIMUM COVER 2g• 7 _ d w 3 w) HAST 1 / 3g B!'\\ 11 92 ".c j T T 4 FAS-...`. A2SMP23l4+ P 01- 11 INSTALL 3" PVC SCHEDULE 40 WATER LINE CONFER ' SaO.p r , s ssb 5 _ . x,pz8.77T 3 2x6.47 S!SJl I1 , 12INSTALL6" WET BARREL SUPER FIRE HYDRANT ASSEMBLY WITH (1) 4" CONNECTION AND (2) 2.5" CONNECTIONS PER DETAIL ON SHEET 3 \_\ "' __29 60 f` 1 i "`a1OTg7 23lA7V_ 4p 80 3 _4S,2 m ••° 13 INSTALL IMINE PIV 29 / ?9.47T / 9. 7pjNV 14 " S ``. w1R '- 0 it 14 INSTALL WALL-MDUNTED FIRE DEPARTMENT CONNECTION. SEE DETAIL ON MEET 3 AND ARCHITECTURAL PLANS pgC'296p314W8 17 SSU @ INSTALL 12" 45' BEND WITH THRUST BLOCK / J l SyA A) SVC, SD 1 16 INSTALL 12" 90' BEND WITH THRUST BLOCK RE r 7 INSTALL 4" 45' BEND WITH THRUST BLOCK l p1 2 6 S 18 INSTALL 4" 90' BEND WITH THRUST BLOCK 20 10 0 20 40 60 /' Irl IF 7 PA 28 0 19 INSTALL 4"X4"X3" TEE WITH THRUST BLOCK Q INSTALL 4" FDC PER RIVERSIDE COUNTY FIRE REQUIREMMS AND DETAIL CN %EET 3 SCALE: 1'1 BENCHMARK: BASIS OF BEARINGS: APPROVAL BY cmoE LAOuwTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 1151TripOF LA QUINTABM930-Descrpnan1112COPPERwELD THE BEARINGS SHOWN HEREON ARE BASEDMichael Baker D /i HT MONUMENT ,STAMPED °Ls -98", FLUSH AT THE CENTERLINE QµoFEss7oy4PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN LJ H INTERSECTION OF AVENUE s1 AND JEFFERSON STREET N ZONEI6oRASADETERMINEDELOCA SYSTEM, hey pFL t7 Fy ELEVATION -5. 467 NAVD66) y I N T E R N A T 1 0 N A L SILVERROCK RESORT - PA 4 DIAL TWO WORKING ELEVATION =a216 '(NGvoze) BY THE LINE BETWEEN USC&GS STATIONS LA m 75-410 Gerald Ford Drive, Suite 100 DATE BEFORE DAYS BEFORE PROJECT ELEVATION AT BM 8430 QUINTA CS2005 (Pi AND COLLEGE OF ¢ NO C43NO BRY McKINNEY /-rz OF 3 $MEET$ Exp. o331 - sou Palm Desert, CA 92211 CONFERENCE AND SHARED SERVICES YOU DIG M1 YOU DIG ( Too blain Project shown). in NAVD88 Datum, Subtract t564' THE DESERT GEODETIC POSITIONS PER * * Phone'. 760 346-7481 -MBAKERINTLCOM CITY ENGINEER DWG. NAME Tram ms elevations shown). I U R.C.E. No. aeale EXP. 09/30/2022 NATIONAL cEODEnc suRVEY, Naos3, EPOCH vrgr ctu1V P pSEWER, WATER &FIRE LINES PLAN SHEET TOLL FREETELEPHONE: 811 (To obtain Project Elevations In NGVD29, Add 0.687 to the 2011.00) AS SHOWN ON THE NATIONAL pF pL1Fo DRAWN DESIGNED JOB NUMBER FILE NO. A PUBLIC SERVICE BY elevaLwns shown). DATE BY DESCRIPTION APPb DATE :^W I!,'_ ORR/KE ORRIKE 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 I MW, NE It SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.! M. GEODETIC SURVEY PUBLISHED DATA SHEETS 1/13/27 UNDERGROUND SERVICE ALERT ELEVATION =alar BEING N.40°16'30.20°W. R E V I S 1 0 N S MICHAELTYLMAN RCE N0. C43090 EZPSCALE CHECKED DATE . s -3o- 22 DATE: AS NOTED RV JANUARY 2021 FOR:SILVERROCK DEVELOPMENT COMPANY, LLC PAVEMENT SECTION APD/OR NATIVE SOIL OR SELECT VED PAVED MATERIAL PLACED IN B" LIFTS 1'-6" No SIDEWALK LOOSE) AND COMPACTED TO ATINSTALED LEAST 95% COMPACTION PER ASTM 07557 OR AS PER BE 1'-s' VARIES END o• CURVE 24" LOCAL GOVERNING AUTHORITY _----_---- toE TRENCH/BACKFILL TO BE IN COMPLIANCE 1zv, 7 a W WITH WPA 24 SECTION 10.9.1 AS UNIMFRovEoSl1RFAt'.F , WAIK NAMENDEDBYCFCCHAPTER80. VARIES BACKFILL SHALL BE WELL TAMPED IN 0'-7') LAYERS OR PUDDLE LOUDER AND AROUNDi' -PoSER BRD,K-orf ONE .r)5T AB6VE FINAL GRADE AS ESTABLISHED PIPES TO PREVENT SETTLEMENT OR -_ CURB OR SIDEWALK LATERAL MOVEMENT. BACKFILL SHALL Rou.Eo CONSIST OF CLEAN FILL SAND OR PEA cLEnR _ 12ARME GRAVEL TO A MINIMUM 6" BELOW AND TOA MINIMUM OF 12" ABOVE TO PIPE AND /o. VERTICAL CURB 4 SHALL CONTAIN NO ASHES, CINDERS, n PIPE REFUSE ORGANIC MATTER, OR CORROSIVE DIA. MATERIALS. OTHER BACKFILL MATERIALS T Q AND METHODS ARE PERMITTED WHERE 9 z z DISIGNATED BY A REGISTDED PROFESSIONAL ENGINEER AND APPROVE BY PIPE CENTERED TRENCH WIDTHS THE ENFORCING AGENCY. PIPE DIA. MIN. --MAX. 6" MIN. ' so 1-'' 5. 8" 30"-45" 12" 36"-49" lT. R o all ANO FESERIPral 4WR15 18" 42"-56" 24" 48"-62" ro I 1 6' FRE amil T 5-noLr 21. 6 x su OF JOINTS AS REQUIRED R{RYFINYtEpE wNFiFD 3 ICM1E vµTE, fLMMdU . - PIPE TRENCH/BACKFILL DETAIL ' ' "' AN' PlDR w`" ° "` 5 R TION RG ruLANUN4 W4Y. Ef Cfl MECWW,OA1..Mwl N. T.S. ° RE.7RAwINc cwno 6 W w S.21c x 6' o f 7 1 6" euNCEO i,'] sel I ORF RISEN - 6 HONG 6-NJ1E R. 1 3' > 3 x C Cemoso e . BASS 520 -L -S200 9 1 C ve aMM. Mon' ea N.d. x HlAnc<D DILA 9 I C x REWIRED el fel HINGED 06 -MIEN D.I R. 1 i C PoSTNE Bini V%K ASSEMBLx mi,mOr! - ,tJtE x 6 -HOE 12 THRUST .0sJoIIO MINIMUM REQUIRED AREA ISE) PER TABLE A.10.6.1(b) HORIZONTAL BEARING BLOCKAREA" DEAD- NOMINAL PIPED IA. (IN) END DUCTILE IRON AND PVC PIPE (0.707) 90 45 0. 541) 22. 5 0. 276) 11. 25 0. 139) 4 10.75 15.20 8.22 4.20 2.11 6 22.34 31.60 17.10 8.72 4.39 H 38.46 54.40 29.43 15.01 7.56 10 57.97 82.00 44.36 22.63 11.40 12 82.01 116.00 62.76 32.02 16.12 MINIMUM REQUIRED AREA (SF) PER CALCULATION A.10.6.1(a) "GRAVITY THRUST BLOCKS" NOMINAL PIPE DIA (IN) CURDLE 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 13.65 7.38 3.77 1.89 10 14.52 20.53 11.11 5.66 2.85 12 20.53 29.03 15.71 8.01 4.02 THRUST AT FITTINGS FOR DUCTILE IRON & PVC TABLE A.10.6.SIa). NOMINAL PIPE DIA (IN) DUCTILE IRON AND PVC PIPE DEADEND 90, 45' 225° 11.25, 4 3620 5118 2770 1412 710 6 7478 10576 5724 2918 1466 8 12866 18194 9846 5020 2522 10 193M 27370 14812 7552 3794 12 1 27370 38706 20948 1 10680 5366 SUPER FIRE HYDRANT N. T.S. FIRE MATERIAL LIST ITEM DESCRIPTION MANUFACTURER MODEL/TYPE COMMENTS C- 900 PVC PIPECLASS 165 HDR -25) 1M EAGLE BLUE BRUTE OR APPROVED EQUAL SUPER FIRE HYDRANT CLOW VALVE 2060 OR APPROVED EQUAL POST I N DICATOR VALVE MUELLER A-20806(4"-14") OR APPROVED EQUAL FIRE DEPARTMENT CONNECTION AMERICAN FIRE SUPPLY 22ORBSA OR APPROVED EQUAL FIRE RISER AMES FIRE SERIES IBR OR APPROVED EQUAL RESILENT WEDGE GATE VALVE CLOWVALVE C-5092"-12" OR APPROVED EQUAL THRUST BLOCK CALCULATIONS INPUT DATA WORKING WATER PRESSURE 200 SOIL BEARING PRESSURE 2000 SAFETY FACTOR (1.5 TYP.) 1.5 NOTE: FIRE LINES MUST COMPLY WITH NEPA 24, 2019 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. 2. 5" x 2.5" x 4" FDC W/ DOUBLE CLAPPERS &BRASS CAPS SUPERVISORY DEVICE 4" GALV. SCH40 STEEL PIPE CONDUIT W WIRING FROM 4" FLG'D WAFER CHECK ABOVE GRADE FACP BY ELECTRICAL POST INDICATOR W/ DIVISION PER CEC. REFER BREAKABLE PADLOCK TO FIRE ALARM DWGS FOR OUTDOOR LISTED, CSFM z x z a CONTINUATION APPROVED TAMPER SWITCH IV Dan FINISH GRADE do z la, 1 TRACER WIRE TO BE THE DIRECTION OF THE FDC OUTLETS SHALL BE APPROVED BY THE FIRE INSPECTOR. NOTE: 6" OF CLEAN SAND ON ALL SIDES OF PIPE SOIL BEARING PRESSURE CAPACITY PER PAGE 13 OF SOILS REPORT GRADE <.. 4" STAINLESS STEEL M/ FLANGED END FOR 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 S(}FDULE BO PVC CR CPVC WITH A PRESSUE RATING GREATER THAN 200 PSI UNLESS OTHERWISE INDICATED O! THE PLANS. SIZES AS INDICATED ON THE PLANS AS MANUFACTURED BY JM EAGLE, PACIFIC -WESTERN MANJFACTIFRINO 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 CVRD STANDARDS. FIRE HYDRANT SHALL BE JONES MODEL NO. J-3765 OR AVK MODEL CALIFORNIA 24-50 HP CR APPROVED EQUAL. 4. GATE VALVES 4" THRU 12" SHALL BE RESILIENT -SEATED WITH NUJ -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, MBdH, 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 SCFEDULE 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 STALL 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 SIBGtADE AND SEWER MAINS SHALL BE INSTALLED BEFORE WATER MAIN IS INSTALLED. 7. MINIMUM HORIZONTAL SEPARATION FROM PRIVATE WATER TO PRIVATE SEWER MAINS SHALL BE 10 FEET FROM OUTSIDE TO OUTSIDE WALL. MINIMUM VERTICAL SEPARATION FOR WATER AND SEWER MAINS AT PERPENDICULAR CROSSING BALL BE 1 FOOT ABOVE SEWER FROM OUTSIDE WALL TO OUTSIDE WALL OF PIPE PER C.P.C. 8. THE CONTRACTOR SHALL TEST AND CHLORINATE PROPOSED WATER MAINS AND 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 COFECTIONS 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 AM PROTECT ALL UTILITIES IN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SOWN 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 FITTINS 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 MINIMUM OF 54 LINEAR FEET IN EACH DIRECTION OF FITTING AND BRANCH OF TEE OR AS INDICATED ON PLAN. 17. ALL NITS, WASHERS AND BOLTS SHALL BE STAINLESS STEEL. 18. BLUE DOT MARKERS SMALL EE 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 CODITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SMALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AM THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD TIE 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, 2013 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 ENGINER APPROVED EQUAL. 3. SEWER CLEAN-OUT SHALL BE INSTALLED PER DETAIL ON THE PLANS, AND IN CONFORMANCE WITH SSPWC. 4. SEWER MAIN LINE AM GRADE SHALL BE AS INDICATED ON THE PLANS. 5. ALL CONCRETE USED IN SEWER CONSTRUCTION, INCLUDING PRECAST MANHOLE SECTIONS AM MANHOLE BASES SHALL BE CLASS 660-C-4000, PORTLAND TYPE CEMENT ( 7 SACKS, 4000 PSI). THE CONTRACTOR SHALL FURNISH A CERTIFICATE OF COMPLIANCE SOWING 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. MINIMUM HORIZONTAL SEPARATION FROM PRIVATE WATER TO PRIVATE SEWER MAINS SHALL BE 10 FEET FROM OUTSIDE TO OUTSIDE WALL. MINIMUM VERTICAL SEPARATION FOR WATER AND SEWER MAINS AT PERPENDICULAR CROSSING WATER SHALL BE 1 FOOT ABOVE SEWER FROM OUTSIDE WALL TO OUTSIDE WALL OF PIPE PER C.P.C. 8. FINAL TESTING FOR PIPELINE LEAKAGE SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AFTER BACKFILL HAS BEEN INSPECTED AND APPROVED. 9. IT SHALL EE 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 -1B 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 AD 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. 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. NOTE: FIRE SERVICE UNDERGROUND IS CONSIDERED FROM THE DCDA TO 6" ABOVE FINISH FLOOR WITHIN 12" OF THE WALL SEE FIRE SPRINKLER CONTRACTOR MIN. DWG'S FOR CONTINUATION L IBLE COUPLING GED REDUCER, AS REO'D 4" NOMINAL CLEARANCE REO'D FILL VOID WITH FLEX MASTIC 90' BEND 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 0-44INT EDITION OF NEPA 24 AND CALIFORNIA FIFE 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 APPIURTENANCES ( CSLB: C -i6, C34, C-36, CLASS A). JOB CARDS WILL EE ISSUED TO THESE LICENSED CONTRACTORS ONCE ADEQUATE DOCUMENTATION APD APPROVAL F(IR THE WORK HAS BEEN O3TAINED BY TFE OFFICE OF TIE FIRE MARSHAL. 2. ALL FORE 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 FIFE 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, TIE 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 IN-ORMATION 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 FIFE MARSHAL. 7. DUCTILE IRON PIPE SHALL BE INSTALLED WITHIN FIVE FEET OF THE BUILDING. B. NO JOINTS SHALL BE INSTALLED UNDER THE BUILDING. THE SUPPLY LINE TO THE FIRE SPRINKLER RISER(S) SHALL BE A UL LISTED ONE PIECE SOLID SWEEP. FIRE SPRINKLER RISERS THOUGH FLOOR SLABS SHALL HAVE A SLEEVE WITH A MINIM.IM OF 2 INCHES OF CLEARANCES FOR PIPES LP TO 3 J" IN SIZE AND 4 INCHES OF CLEARANCE FOR PIPE SIZES 4 INC ES 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 2k"X2}"). D03 MING ON FLOW REQUIREMENTS AN ENHANCED SUPER HYDRANT (6"X4"X4"X2k") MAY BE REQUIRED. ALL PRIVATE FIRE HYDRANTS SHALL BE PAINTED RED AM PROVIDED WITH OSFM "NEW" SERVICE TAG AT TIME OF FINAL INSPECTION. 13. RA04FLOW PREVENTION ASSDELIES: 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 SMALL BE INCLUDED AS PART OF ABOVE -GROUND ASSEMLIES. 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, SECTIOAL CONTROL VALVES SHALL EE INSTALLED. CONTROL VALVES SHALL BE INDICATING UNLESS OTHERWISE APPROVED BY THE ll 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 EE 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 DULY 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 THE FIFE HYDRANTS, POST INDICATOR VALVES AND FIRE DEPARTMENT CONECTICNS ALL GUARD POSTS SHALL BE PAINTED YELLOW. 16. @C(F1LL- BACKFILL SHALL BE WELL TAMPED IN LAYERS OR PUDDLE UNDER AM AROl1ND PIPES TO PREVENT SETTLEMENT OR LATERAL MOVEMENT. BACKFILL SHALL CONSIST OF CLEAN FILL SAND OR PEA GRAVEL TO A MINIMJM 6 INCHES BELOW AND TO A MINIMUM OF 12 INCHES ABOVE THE PIPE AND SHALL CONTAIN NO ASFES, CINDERS, REFUSE, ORGANIC MATTER, OR OTHER CORROSIVE MATERIALS. OTHER BACKFILL MATERIALS ARE PERMITTED WHERE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER AND APPROVED BY THE EN- ORCING AGENCY. 17. FIFE RISER ACCESS: AUTOMATIC FIRE SPRINKLER SYSTEM RISERS BALL 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 k" CONNECTION FOR EACH 250 GALLONS PRE MINUTE REQUIRED. AT A MINIMUM, A 2 }"X2 }"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 REWIRED: TFRl1ST BLOCK PRE -POUR, RESTRAINT, PIPING MATERIAL, TRENCH, AM BACKFILL INSPECTION REQUIRED PRIOR TO BACKFILLING UNDERGROUND HYDROSTATIC TEST PER NPA 24 FOR 2 HOURS UNDERGROUND FLUSH OF ALL AFFECTED PIPING UNTIL CLEAR. REQUIRED PRIOR TO CONNECTION OF ANY OVERFEAD PIPING. UNDERGROUD 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 TIE FIRE MARSHAL A MINIMUM OF 48 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. I TEE OR PLUG THRUST /\/\ 1 BEARING AREA \\ TYP).,. I THRUST CONSTRUCT BEARING SYMMETRICAL AREA AROUND PIPE THRUST BEARINGAREA W4 BARO EPDXYRCNE1 CONCRETE THRUSTBLOCK8" MIN-li REDUCE 12" MIN. THRUST BEARING R AREA NOTE: ALL THRUST BLOCKS ARE CLASS C CONCRETE J LAID ON TOP OF PIPE 4" D.I. 4" D.I. RESTRAINED JOINT PIPE - ;' INSTALL PER NFPA 24 _ _ y \ P 2 - W4 REBAR CONCRETE THRUST BLOCK v " 7 '. i v \'/\\ t:. ' • 1 4" PVC FLOW 4' PVC . /' - - /\/\ C \ \/ - , • • ` i CONCRETE BEARINGAREAPERNFPA24i \/ x6 4" PVC \ \ /.,: j.. HOOK ENDS4a THRUST D. 1. KEY VALVE, T 48 4" M.J. x FL TEE / %\i I % 6" IN. i \ ' `c " BLOCK RESTRAINED JOINT VA. I V1. \ V /` I' DLR. MIN. /I / f / UNLESS SLEEVED CROSS WITH VALVE VERTICAL BEND SECTION POST INDICATOR / FIRE DEPT. CONNECTION DETAIL FIRE SPRINKLER RISER CONNECTION DETAIL N. T.S. N.T.S. THRUST BLOCK DETAILS N. T.S. BENCHMARK: BASIS OF BEARINGS: APPROVALBY CITYOFLAOUINTA CITY OF LAQUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET CITY OF LA OUINTA BM #430 - Descnptiana t/2' COPPERWELD Dker MONUMENT , STAMPED "LS-98".FLUSH AT THECENTERONE THE BEARINGS CALIFORNIASHOWN HEREON ARE BASED QROFESS/0 PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN ITINTERSECTIONOFAVENUEMANDJEFFERSONSTREET. UPON THE ALCOORDINATE SYSTEM, 0V EL T 7F ELEVATION= 5.467',NAVDBB) GCS R3, TOE 6, AS DETERMINED LOCALLY ° y I N T E R N A T 1 0 N A L SILVERROCK RESORT - PA 4 DIAL TWO WORKING BLEvnnoN=3.z1 s'(NGmzs) BY THE LINE BETWEEN USC&GS STATIONS LA w m 75-410 Gerald Ford Drive. Suite 100 DATE / _Z' OF SHEETS BEFORE DAYS BEFORE PROJECT ELEVATION AT BM#430 QUINTA CS2005 (P491) AND COLLEGE OF m N. C43M s BRYA MCKINNEY E• P.D3a1-210 Palm Desert, CA 92211 CONFERENCE AND SHARED SERVICES YOU DIG YOU DIG (To obtain Project Eevatlons in NAVD88 Datum, SUNDVA 1.564' THE DESERT COTD), (POSITIONS PER CITY ENO. 49 DWG. NAME Phone: ( 760) 346-7481 MBAKERINTL.COM R.C.E. N0. a9at8 EXP. o9Mao/zoz2 from me elevations shown). NATIONAL GEODETIC SURVEY, NADB3, EPOCH sl cry 1 Q UTILITY NOTES AND DETAIL SHEET TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add O6BThD 111e 2011.00) AS SHOWN ON THE NATIONAL 9TH Of pUFOQO w.;; DRAWN DESIGNED JOB NUMBER FILE NO. elevations shown). DATE BY DESCRIPTION APP'0 DATE D E 1/13 21 ORR/ KE ORRIKE 1611]8 LOCATED WITHIN SW 1/4 ff SEC. 5 W NA, NE k SE 1/4 11F SEC. 8, T.65.,R. E., S.B.B.t M. A PUBLIC SERVICE BY GEODETIC SURVEY PUBLISHED DATA SEETS / SCALE CHECKED DATE 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. 043090 EXP. 6-30-22 DATE: AS NOTED RV JANUARY 2021 SILVERROCK DEVELOPMENT COMPANY, LLC