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SW2020-0002Lat 101 /_ -F"FaF "IC92._y R/W RIGHT—OF—WAY ASSY. ASSEMBLY �y 111 h, Won X y Indlo a ,90TH � AVE 52ND AVE 54TH AVE VICINITY MAP BO BLOWOFF O 42ND o AVE C STORM DRAIN 1181 O EA. w z Dunes 0 VCP VITRIFIED CLAY PIPE TMH a R PUE ¢ Q INV. p DIP a 3 3 F h w SWR SEWER MH MILES LAT. LATERAL PR. PROPOSED FUT FUTURE N.T.S. NOT TO SCALE DI DUCTILE IRON USBOR UNITED STATES BUREAU INSTALL 4" GATE VALVE OF RECLAMATION HORZ. HORIZONTAL VERT. VERTICAL 0 BEGIN CURVE EC Indian PCC POINT ON COMPOUND CURVE PRC POINT ON REVERSE CURVE Wade TYPICAL IRR. IRRIGATION EX. Lat 101 /_ -F"FaF "IC92._y R/W RIGHT—OF—WAY ASSY. ASSEMBLY �y 111 h, Won X y Indlo a ,90TH � AVE 52ND AVE 54TH AVE VICINITY MAP BO BLOWOFF FH FIRE HYDRANT SO STORM DRAIN LF LINEAR FEET EA. EACH D DEPTH VCP VITRIFIED CLAY PIPE TMH TOP OF MANHOLE PUE PUBLIC UTILITY EASEMENT INV. INVERT DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE SWR SEWER MH MANHOLE LAT. LATERAL PR. PROPOSED FUT FUTURE N.T.S. NOT TO SCALE DI DUCTILE IRON USBOR UNITED STATES BUREAU INSTALL 4" GATE VALVE OF RECLAMATION HORZ. HORIZONTAL VERT. VERTICAL BC BEGIN CURVE EC END CURVE PCC POINT ON COMPOUND CURVE PRC POINT ON REVERSE CURVE TYP TYPICAL IRR. IRRIGATION EX. EXISTING PROP. PROPOSED BV BUTTERFLY VALVE GV GATE VALVE SO STORM DRAIN DEFL. DEFLECTION PVC POLYVINYL CHLORIDE N.T.S. NOT TO SCALE BOP BOTTOM OF PIPE TOP TOP OF PIPE N.T.S. LEGEND PROPOSED DIP WATER MAIN PROPOSED EXTRA _S_ STRENGTH VCP SEWER COACHELLA VALLEY WATER DISTRICT (7601 WATER MAIN (NOT A PART) - -- SEWER MAIN (NOT A PART) - - AIR / VAC ASSEMBLY IMPERIAL IRRIGATION DISTRICT (800)303-7756 SEWER LATERAL SPECTRUM (760)340-2225 STORM DRAIN SD CENTERLINE 4 LINE PROPERTY LINE -- CURB 5 PAVEMENT EDGE LF 160 (2 EA) SEWER MANHOLE O WATER VALVE WI WATER METER FURNISH AND INSTALL 6" WET BARREL SUPER FIRE HYDRANT WITH (1) 4" CONNECTION AND (2) 2.5" CONNECTIONS PER DETAIL ON SHEET 3 SEWER CLEANOUT 0 BLOW—OFF ASSEMBLY O FIRE HYDRANT Goa TEE WITH 3—VALVES FURNISH AND INSTALL 6" PVC C-900 FIFE LATERAL (INCLUDING BENDS AND FITTINGS) BEND (SIZE & DEFLECTION) 2 SECTION UNE, INSTALL 4" GATE VALVE 1/4 SECTION LINE 5 FORCE MAIN— INSTALL 12" GATE VALVE EX. GAS 3 DETECTOR CHECK ASSY INSTALL 4"X4"X4" TEE PV/FDC ..., BACKFLOW PREVENTER ITN -71 DOMESTIC WATER METER 0 POST INDICATOR VALVE O THRUST BLOCK 3 UTILITIES/SERVICES WATER COACHELLA VALLEY WATER DISTRICT (7601 SEWER COACHELLA VALLEY WATER DISTRICT (7601 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 PRIVATE WATER, SEWER, AND RIVERSIDE COUNTY PRIVATE FIRE LINE NOTES SEE SHEET 5 APPROVED BY CITY OF LA QUINTA FIRE DEPARTMENT /O Z 2bld NAME DATE CONSTRUCTION contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, 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 sale negligence of design professional. CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PM 37207 SDP 2016-0009 SILVERROCK RESORT - PENDRY LIFESTYLE HOTEL PRIVATE UTILITY PLANS 1GENE WORK RAALLLNBE DON IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND LATEST EDITION OF THE SHEETINDEX UNIT SHEET No. DESCRIPTION 1 TITLE SHEET 2-4 PLAN SHEETS 5 PLAN & DETAIL SHEET � AV�VE 5 2 w6 . ERRDCK� - - - - - - W, \/ I �0 SHARED Zz SERVICES „ �\ Q A Q S —PENDRY I "HOTEL �* J �v 4il,o. a 1 i r CLUBHOUSE 4 200 100 0 200 400 600 OWN SCALE: 1"=200' SHEET INDEX MAP SCALE: 1" — 200' WATER CONSTRUCTION NOTES UNIT QUANTITY 1 FURNISH AND INSTALL 12" PVC C-900 FIRE MAIN (INCLUDING INCLUDING BENDS AND FITTINGS) LF 1340 2 FURNISH AND INSTALL 4' PVC C-900 FIRE LATERAL (INCLUDING BENDS AND FITTINGS) LF 1315 <3> FURNISH AND INSTALL 4' PVC C-900 WATER MAIN (INCLUDING BENDS AND FITTINGS) LF 1465 4 FURNISH AND INSTALL 2" PVC SCH. 40 WATER SERVICE (INCLUDING BENDS AND FITTINGS) LF 785 (9 EA) 5 FURNISH AND INSTALL 3" PVC SCH. 40 WATER SERVICE (INCLUDING BENDS AND FITTINGS) LF 160 (2 EA) 6 FURNISH AND INSTALL 4" PVC SCH. 40 WATER SERVICE (INCLUDING BENDS AND FITTINGS) LF 80 (2 EA) 7 FURNISH AND INSTALL 6" WET BARREL SUPER FIRE HYDRANT WITH (1) 4" CONNECTION AND (2) 2.5" CONNECTIONS PER DETAIL ON SHEET 3 EA 7 8 CONNECT FIRE LATERAL TO INTERIOR FIRE RISER WITHIN BUILDING. SEE ARCHITECTURAL PLANS. EA 7 9 FURNISH AND INSTALL 6" PVC C-900 FIFE LATERAL (INCLUDING BENDS AND FITTINGS) EA 2 10 INSTALL 4" GATE VALVE EA 5 11 INSTALL 12" GATE VALVE EA 3 1 INSTALL 4"X4"X4" TEE EA 2 1 INSTALL 12"X12"X12" TEE EA 1 14 INSTALL 6' 45" BEND WITH THRUST BLOCK EA 3 <1 S> INSTALL 4" 45' BEND WITH THRUST BLOCK EA 2 16 INSTALL 4° 22.5° BEND WITH TH7UST BLOCK EA 10 INSTALL 4° 11.25" BEND WITH THRUST BLOCK EA 2 18 INSTALL WALL—MOUNTED FIRE DEPARTMENT CONNECTION. SEE DETAIL ON SHEET 5 AND ARCHITECTURAL PLANS. EA 6 19 INSTALL 6"X4" PVC REDUCER EA 1 BY THE LINE BETWEEN USC&GS STATIONS LA POINT OF WATER SERVICE CONNECTION TO BUILDING; SEE PLUMBING PLANS EA 15 FURNISH AND INSTALL 1" PVC SCH. 40 WATER SERVICE (INCLUDING BENDS AND FITTINGS) EA 4 I N T E R N A T I O N A L m INSTALL 4" FDC PER RIVERSIDE COUNTY FIRE REQUIREMENTS EA 3 11 INSTALL 6" PVC CAP EA 2 4 INSTALL 4" 90' BEN) WITH THRUST BLOCK EA 14 INSTALL 12" 11.25' BEND WITH THRUST BLOC( EA 2 INSTALL 12" 22.5° BEND WITH THRUST BLOCK EA 5 $ INSTALL 12° 45° BEND WITH THRUST BLOC( EA 2 _ INSTALL 12° 90° BEND WITH THRUST BLOC( EA 1 9 INSTALL 12°X4" PVC REDUCER EA 1 THE DESERT (COTD), (POSITIONS PER INSTALL POST INDICATOR VALVE PER DETAIL ON SHEET 5 EA 2 3 CONSTRUCT 2—SACK SLURRY BACKFILL BETWEEN UTILITY PIPES PER DETAIL ON SHEET 5 EA 4 * Palm Desert, CA 92211 INSTALL 6" 11.25° BEND, RESTRAINED EA 3 INSTALL 12"X6" PVC REDUCER EA 1 INSTALL FIRE HYDRANT LOCATION MARKER PER RIVERSIDE COUNTY FIRE DEPARTMENT DETAIL TP 06-011 EA 7 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. 8 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. w 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. B. 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 O EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY MING THE TIME PERIODS AS FOLLOWS: OCTOBER 1ST TO APRIL 301 MONDAY—FRIDAY 7:00 AM TO 5:30 PM MAY IST TO SEPTEMBER 301 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, MND, 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 SEWER CONSTRUCTION NOTES UNIT QUANTITY O FURNISH AND INSTALL 8" SDR -35 SEWER (INCLUDING BENDS AND FITTINGS) LF 1,410 20 FURNISH AND INSTALL 6" SDR -35 SEWER (INCLUDING BENDS AND FITTINGS) LF 562 O3 FURNISH AND INSTALL 4" SDR -35 SEWER (INCLUDING BENDS AND FITTINGS) LF 663 ® FURNISH AND INSTALL 3° SDR -35 SEWER (INCLUDING BENDS AND FITTINGS) LF 160 50 FURNISH AND INSTALL 48" DIA. MANHOLE PER CVWD STD. DWG. NO. S-5 EA 6 © FURNISH AND INSTALL CLEANOUT TO GRADE EA 23 L ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND ACCEPTED. 2. A SEPARATE PERMIT IS REQUIRED FOR ALL EXCAVATIONS WITHIN EXISTING ROADWAYS AND TRAVELWAYS. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED, AND LIGHTED IN CONFORMANCE WITH THE CALTRANS "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WCRKZOES" 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 COARSES WITH MIX DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE); PG 70-10 BASE 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 O 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 CFECKLIST (FORM F082) TO ENSURE ALL REQUIRED LAT TESTS ARE PERFORMED, CERTIFIED, AND SUBMITTED IOR REVIEW. 5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES, AND THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS -1H" CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLONS/YARD. 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONS RUCTION 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 MAM40LES 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. 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. 777-050-012 777-050-031 777-050-036 777-050-045 777-050-065 OWNER / DEVELOPER SILVERROCK DEVELOPMENT COMPANY, LLC 3551 FORTUNA RANCH ROAD ENCINITAS CA, 92024 (760) 634-6543 CONTACT: BILL ENGLE SW Lol-o-oo02 BENCHMARK: BASIS OF BEARINGS: APPROVALBY CITYOF LAOUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET JJ ��/ CTYOFIAQUINTA BM#430-Deaaiollan 1112•COPPERWELD M"NUMENT,STAMPED•LSaiFLUSH ATTHE CENTERUNE THE BEARINGS SHOWN HEREON ARE BASED �N THE CALIFORNIA COORDINATE SYSTEM, Q oFEsslp� 7 PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN ll1J�s o INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION =5A67'(NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY F� SILVERROCK RESORT ELEvanoN=3x16(NGVOzeI BY THE LINE BETWEEN USC&GS STATIONS LA I N T E R N A T I O N A L m DATE /O 1 j � 5 OF SHEETS DIAL TWO WORKING QUINTA CS2005 (P491) AND COLLEGE OF w No.Ca3we $ 75-410 GeraldFoMOdve,Suite100 BRY WKINNEY _ PENDRY LIFESTYLE HOTEL BEFORE DAYS BEFORE DIG PROJECT ELEVATION AT BM N30 THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA 92211 CITY ENGINEER DWG. NAME YOU DIG YOU rW (To obtain Proleot Elevatbna m Ni Dai Subo-acl T554' cloy, Phone(760)346-7481 MBAKERINTL.COM R.C.E. NO, 49418 EXP. 09/30/22 TITLE SHEET ho.Nedii... ah.). NATIONAL GEODETIC SURVEY, NADI EPOCH u' 9rP ? A' FILE N0. EL TOLL FREE TELEPHONE: 811 (To obtain Project ElavatbnamrvcvDzO, Add 0sa7 to me (Toeia 2011.00) AS SHOWN ON THE NATIONAL OF 'gyp,"_�-'I DRAWN ORRIKE DESIGNED ORRIKE Joe NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 E NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., $.B.B.M M. A PUBLIC SERVICE obtain Proeot GEODETIC SURVEY PUBLISHED DATA SHEETS DATE BY DESCRIPTION APP'D DATE CALIF�Q�\ 70/15/20 FOR: SILVERROCK DEVELOPMENT COMPANY, L.L.C. SCALE CHECKED GATE 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: AS NOTED RV SEPTEMBER 2020 SW Lol-o-oo02 WATER LINE DATA TABLE SEWER LINE/CURVE DATA TABLE ® BEARING/DELTA LENGTH NOTE ® BEARING/DELTA RADIUS LENGTH TANGENT NOTE 1 N33°33'19°E 32.36' 4" PVC C-900 1 N53°13'01"W - 158.24' 8' SDR -35 2 N14°16'59"E 113.03' 4" PVC C-900 2 32'00'49° 442.00' 246.96' 126.80' 8" SDR -35 3 N75"43'01"W 52.11' 4" PVC C-9DO 3 N61°52'12"E - 240.06' - 8" SDR -35 4 148422 WE 128.58' 4" PVC C-900 4 N10'36'41"W - 41.05' - 8" SDR -35 5 Ni 213.56' 4" PVC C-900 5 N31°57'44"W - 83.89' - 8" SDR -35 6 N73'07'48°W 84.11' 4' PVC C-900 6 1467°40'33"W - 103.41' - 6" SDR -35 7 N16'52'12°E 18.10' 1 2" PVC SCH 40 7 N28°07'48°W - 56.81' 4" SDR -35 8 N16°52'12°E 18.09' 2° PVC SCH 40 8 N28'07'48'W - 48.66' -- 4" SIXR-35 9 N61°52'12"E 26.74' 2" PVC SCH 40 9 N05°37'48'W - 20.78' 3" SDR -35 10 N32°07'48°W 40.27' 2" PVC SCH 40 10 N05"46'50"W - 92.46' -- 3" SDR -35 11 N28'07'48"W 69.04' 2" PVC SCH 40 11 N09 -40.07-E -- 86.53' - 4" SDR -35 12 N28°07'48"W 111.00' 4" PVC C-900 12 N15°04'59"E 97.63' 4' SDR 35 13 Ni6'52'12°E 25.08' 4" PVC C-900 -• W, ,- 1 f� ®1 71, ? .Q �. / •. CON _7 ti a f T - �/ O '` -' �,/C1 / ,{/ '^«.,,-_ ,/,- .✓ 14 11 78.35' 4° PVC C-9DO 15 N28°07'48"W 62.26' 2" PVC SCH 40 16 1405°37'48'W 33.06' 4" PVC SCH 40 17 N05°37'48"W 70.81 2' PVC SCH 40 18 N05'37'48"W 96.27' 2" PVC SCH 40 19 N75n43'01°W 77.15' 4" PVC C-900 20 N53'13'01"W 200.46' 4' PVC C-900 21 N37'13'14"E 116.66' 3° PVC SCH FIRE LINE DATA TABLE ® BEARING/DELTA LENGTH NOTE 22 N33'09'07"E 18.04' 12" PVC C-900 23 1414'16 59°E 130.17' 12" PVC C-900 24 N75'43'01"W 41.41' 12" PVC C-900 25 N84'22'12"E 127.08' 12° PVC C-900 26 N61'52'12"E 209.57' 12" PVC C-900 27 N05'37'12"E 55.62' 4° PVC C-900 28 1428'07 48"W 19.39' 6" PVC C-900 29 N28"07'48"W 45.04' 6" PVC C-900 30 N16'52'12"E 22.96' 6" PVC C-900 31 N49'26'38E 110.59' 6° PVC C-900 32 N28'07'48 "W 61.11' 4° PVC C-900 33 N05'37'48"W 75.38' 4" PVC C-900 34 N05'37'48"W 18.10' 6° PVC C-900 35 N14'I6'59'E 49.88' 4° PVC C-900 36 1419'28'01"W 26.34' 4° PVC C-900 37 NOT USED 38 N53'13'01"W 35.63' 4" PVC C-900 39 N14'16'59"E 17.96' 6° PVC C-900 40 N75'43'01"W 86.35' 12" PVC C-900- 41 1 1453'13'01"W 204.03' 12" PVC C-900 42 1428'07'48"W 55.71' 6" PVC C-900 43 N18'28'48°W 28.14' 4° PVC C-900 44 N18'28'48°W 43.56' 2' PVC C-900 21.2 UT17I.I, 6 14+05.20 / n25.93RIM §\ / 17.57U I 17.47INV OUT E Ulan.. 14+00 15.46 21.25BOP 6" W UTILITY CROSSING I 12+66.23 m 16.65INV" / � s a o, 4 .� n..rOP 8,.. S 17.60BOP 18" SO �! 16.931NV.. r 14+63.21 JJ��// / 0 13+71.71 17A7TOP 4' S g 2 10+00.51' /2+ 0 Sep 4 12+64.51 DIN m, 4 17.35INV ,n \� , 4 PP 2 ' 8: 27.85TCD " 23.85INV 6 1 � UTILITY 1jG � ' � �� -.. 20.82 Bop 4 W & 12 ~UTILITY CR INI 18.45 TOP 3 Si Q� 19.90BOT 4 W & 4 , !� r� 18.8 TOP 18 SD ITY CRQSSING F I 7BOP 8 S SSING SD 4 11+35.19 cR( i 4 W 2 11+46.19 11 1 2.4 s0 w 13+50.65 10+52.11DW LINE "A" CROSS114G. R' - . 17.26INV 16 (3) tt 8". S 11+53.87 R / : 11+58.72 LINE °A"= ' 18 SD 6 I' 3' 7 10+86.41 4 6 1 10+00.00 LINES °B' It °C" 11+80.69. H- 4 3 :,. '/ 22.21 4 FIRE 3 17.49TOP 8 _ reg 3 24 10+16.73 7 UTILIT' vAc S=0.0040 I 1 00 ) 15.56T1 S S- -s2 IS S 13+00 - � S 1 w^ 19 UTILITY CROSSI ^ 4011+97 01 ` \ - \ / II \% � ^p ;Rj��. / SILVERROCK WAY �J\ CONINECT TO .EX.78 BACKFLOW \CL ALIC4'ldENT \\% (0+18.55'13.78' LI^E (SILVERROCK 25.50' R \4 SILVERROCK WAY)\F ,r \ 0+36.59 13.78' R r. EN. 18° DIP WATER MAIN �\ s PER SILVERROCK WAY 1'WATEJR MAIN PLAN SET CECT TO JX. WATER METERS "\ 3.34 kINE 'A"= \\ 2750.7 20.34' R SIL C UTILITY CROSSING "•"` UTILITY CROSSING. 1{[jLITY CROSSING " UTILITY CROSSING ti SMi#2 97 ,7 • "`- 1.30BOP 2" W SERV. 21,16BOP 18" SD UTILITY 2° W SERV. 2 27 307 19.00BOP 3" S w 311+57.95 v �f' UTILITY CROSSING 11. S1T o/ 18.59TOP S S / s 21.70BOT 4" FIRE ©23.80INN 1&.74TOP 18" SD 17.40TOP 4" S ^ 5 25.OSRIM 00 1 \ n n 13+03.82 18. 8 , ��, �� + 16.39INV If ?, 30TOP " S o DIM LINE 8 1 s FF=27 s2 INR 7 13+40.12 6 1 w _ UTILOITY CRQ$SING 13+06.82 0 P i 20.40BOP 3 w 5 s D=2� g 1 UTILITY CROSSING a „ - y 5 ��y 18.4 BOP 4".S - 18 i .1 I ^ UTILITY CROSSING ,� 16.$87 8"S ���"�. 1 �; UTILI77� CROSSING 13+55.11 ,0 17.47TOP 18" SD r .. / 23.78BOT 4" SD�.•���///��� 10 0 20 40 60 14+78,37 a 19:O7BOP 4" S; 4 �5 1 m ` 18.04TOP 4" S f \.Elm 1& 7TOP 18" SD 15+84.79 "S ��r 13+94.26 3 8 .. = �< .. SCALE: 1"=20' ^ 15 18.281NV q - UTILITY CROSSING a 23.MT 4" so ti` SEWER CONSTRUCTION NOTES Tun 14+05.44 N S V' 27.10TC0� , q �- 6 L .1 `eA + ^ / a 18.647 ^4.. S 27.40TC0 `'�_ -.._ 23.10IN A 4'� �i _ --- SA• > ^._� � ... / � ,, � FURNISH AND INSTALL 8" SDR -35 SEWER (INCLUDING BENDS AND FITTINGS) ( ) UTILITY CROSSING. 'UTILITY CRQSSING ^- _ �V `y ; 27.1OTC0 ;� , FURNISH AND INSTALL 6' SDR -35 SEWER INCLUDING BENDS AND FITTINGS " • y...., 6 '22.53BOT 6" W 22. 2BOP 4 W r. d . �; % 6 ^.'\ v y LN 3 + 1� � � & 6� FIRE SS LINE B -" - ti, � �• 18.661NV � 1 '\ O3 FURNISH AND INSTALL 4" SDR 35 SEWER (INCLUDING BENDS AND FITTINGS) 18.89TOP 8° S + I. - I , 18.75TC4 8 S FURNISH AND INSTALL 3" SDR -35 SEWER (INCLUDING BENDS AND FITTINGS) SIF j s g 2 0 �� i /� w �` y �5 FURNISH AND INSTALL 48° DIA. MANHOLE PER CVWD STD. DWG. 140. S-5 .,Y' 44F ,,44�� fSTy�PY r 6� "Y OR �� x.. `� o ©FURNISH AND INSTALL CLEANOUT TO GRADE F LE F,27 k0 k.1- 7`BOTCO UTILITY CROSSING '' ,�1; .V`l� cJ`L ., �- `. j I,� " II�i \ ^^�f 27. TCO 6 PAD '52 T „ 619 731Hv GB �o zz.so60P z" w sERv. ES ,2� ;, t �' 23.eo WATER CONSTRUCTION NOTES .. o 2.F F t.. /I /' ...... .7I SI .h�,t' S y 1 13+91.06 18.95TOP 8 S ) u V' FP PQ��' '+.' + +; ,.� % O`.. ._. / \. �\., .\ 8 1 FL INISH AND INSTALL 12° PVC C-900 FIRE MAIN (INCLUDING INCLUDING BENDS AND 19.65TOP 6 i t 1 ,' UTILITY ORQSSIND ".3-i?_ l / `I FITTINGS) 23.37BOP 4 FIRE .,� ✓'• - '� J 1�� \�/ \/ 2 FURNISH AND INSTALL 4" PVC C-900 FIRE LATERAL (INCLUDING BENDS AND FITTINGS) bc^ • }y / o d \ P �� 3 FURNISH AND INSTALL 4" PVC G-800 WATER MAIN (INCLUDING BENDS AND FITTINGS) •�"�� ��' .� 111 4 FURNISH AND INSTALL 2" PVC SCH. 40 WATER SERVICE (INCLUDING BENDS AND FITTINGS) 27.5313110 ;� _i I N 18.59INV ] S&W� ,, �, "+�-� /,' '"� r /' 1 �•so,^ \� A` ��'/ �,% r f"?' 5 FURNISH AND INSTALL 3" PVC SCH. 40 WATER SERVICE (INCLUDING SMS AND FITTINGS) 18:491NV OL)T E • O - • I i \ n `� I� X\,' L c �% t 6 FURNISH AND INSTALL 4" PVC SCH. 40 WATER SERVICE (INCLUDING BENDS AND FITTINGS) I / I 7 FURNISH AND INSTALL 6" WET BARREL SUPER FIRE HYDRANT WITH (1) 4° CONNECTION AND 1 .D')TCO , FF=27.52 , 27.10TC0 / ! `^^ a / V (2)2.5- CONNECTIONS PER DETAIL ON SHEET 3 o PAp-2 . •1- -6. 6 22.60 WV , " Z I _� // 8 �. �� ,i+ _ -, �FIRE LATERAL TO INTERIOR FIRE RISER WITHIN BUILDING. SEE ARCHITECTURAL �"' ' OB CONNECT 9 FURNISH AND INSTALL 6" PVC C-900 FIRE LATERAL (INCLUDING BENDS AND FITTINGS) IF �.F' CO`L Ss' _.. __�-�.i.`i, -`i/ (-•), r' / /v, < 'OF '6 �+1 •(y 1 14 ' 1, r ,r�f"'1 NO 10 INSTALL 4° GATE VALVE ✓d•\ - , „ /i y/ �FS< ` 14 11 INSTALL 12" GATE VALVE 1 INSTALL 4°X4"X4' TEE >Jt/,,�\ 1 INSTALL 12"X12"X12' TEE S n S • �� (y- 9� �'GO � � � � � ,� �� /� / �^ 14 INSTALL 6' 45' FEND WITH THRUST BLOCK " ` O���Cn PL`, •': i - -. ,✓�`' 3� i / (,/ ^� . �� �"" 1 INSTALL 4° 45' BEND WITH THRUST BLOCK UTILITY WSING _ _ 3, _ / 16 INSTALL 4' 22.5' BEND WITH [FRUST BLOCK 17.90TOP 6" SD - �� . v - 1 INSTALL WALL -MOUNTED FIRE DEPARTMENT CONNECTION. SEE DETAIL ON SHEET 5 AND C _pJ l 17�.� �"^ "�� 3 o ,'t ,\, i /• T`u.,. i p ARCHITECTURAL PLANS. 1p ,n ,-� ui• ��' POINT OF WATER SERVICE CONNECTION TO BUILDING, SEE PLUMBING PLANS / G" A INSTALL 4° DC PER RIV RSIDE COUNTY FIRE REQUIREMENTS / 3 : D:OOTCO 6 1 q'., INSTALL 12"F22.5'RBEND EWITH THRUSTBLOCKti 19; O6INV °,.c ',% ^ �' a'ti; INSTALL 12° 45' BEND WITH THRUST BLOCK k� �..� �� • �. f� �.�� ' "MA . C H I_N SEE SHEET 5'' , �v INSTALL WWI PVC REDUCER . �. �, �✓ v0"�" j �. ° V \/�� "a'`�� ^� E - SEE S / � T 4.. 0 INSTALL POST INDICATOR VALVE PER DETAIL ON SHEET 5 3 CONSTRUCT 2 -SACK SLURRY BACKFILL BETWEEN UTILITY PIPES PER DETAIL ON SHEET 5 4 INSTALL FIRE HYDRANT LOCATION MARKER PER RIVERSIDE COUNTY FIRE DEPARTMENT DETAIL TP 06-011 BENCHMARK: BASIS OF BEARINGS: APPROVAL BY: CITYOF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET �����n CTYOFLAQUINTA BM#430-D.Iptlan: llrz•COPPERWELD E BEARINGS SHOWN EREON ARE BASED �I� MQNUMENT, STAMPED •LS-9e•,FLUSH AT THE CENTERUNE � ETHEAR CALIFORNIA COORDINATE SYSTEM, oFESS/Michael. PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN ELEVATION 5.OFAVENUE54 AND JEFFERSON STREET. R SILVERROCK RESORT o ELEVATION=3.486'(NAVD89) CCS 83, ZONE 6, AS DETERMINED LOCALLY ��"EI ��`� ��� I N T E R N A T 1 0 N A L �_� 5 DIAL TWO WORKING ELEVATION =3.21s'jNGVD291 BY THE LINE BETWEEN USCJeGS STATIONS LA w g s_ m DATES k OF SHEETS BEFORE DAYS BEFORE PROJECT ELEVATION AT BM 0430 QUINTA CS2005 (P491) AND COLLEGE OF No.G0o50 75410 Gerald Ford Drive, Suite 100 BRWN McKINNEY PENDRY LIFESTYLE HOTEL Palm Desert, CA 92211 CITY ENGINEER DWG. NAME YOU DIG YOU DIG frmthobtain Pratona6 hvatbns in NAVD88 Datum, Subtract 1.564' THE INSERT (COGEODETIC SURVEY, NN$ PER * * R.C.E. N0. 49418 EXP. 09/30/22 hanlhe elevaEons share). NATIONAL GEODETIC SURVEY, NAD83, EPOCH J' CIV1� e Phona: (760)346-7481 �MBAKERINTLCOM PLAN SHEET TOLL FREE TELEPHONE: 811 (To oMen Project Elevatbns in NGVD29, Add 0.687 to the 2011.00) AS SHOWN ON THE NATIONAL DRAwN DEBIGNED dOB NUMBER FILE 140. A PUBLIC SERVICE BY ekva8ans shovm). DATE BY DESCRIPTION APP'D DATE qrF OF CALIFOP� ,��¢1..,.-� 10/15/20 ORR/KE ORR/KE 1611]8 LOCATED WITHIN SW 1/4 OF SEC. 5 k NN, NF & SE 1/4 OF SEC. 8, T.66.,R.7E., 6.B.B.k M. GEODETIC SURVEY PUBLISHED DATA SHEETS 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. C43090, EXP. 3/31/2022 DATE: As NOTED RV SEPTEMBER 2020 SILVERROCK DEVELOPMENT COMPANY, L.L.C. 20 10 0 20 40 60 \ PAVEMENT SECTION APD/OR \� NATIVE SOIL OR SELECT WATER CONSTRUCTION NOTES SCALE: 1"=20' ;.. x'00 \ P,, \ UNPAVED PAVED MATERIAL PLACED IN 8" LIFTS 1 FURNISH AND INSTALL 12" PVC C-900 FIRE MAIN (INCLUDING INCLUDING BENDS AND FITTINGS) (LOOSE) AND COMPACTED TO AT \\ \ \ 0 0 0 0 0 LEAST 95% COMPACTION OATHE R 2 FURNISH AND INSTALL 4" PVC C-900 FIFO= LATERAL (INCLUDING BENDS AND FITTINGS) \ 24" ASTM LOCAL GOVERNING AUTHORITY 3 FURNISH AND INSTALL 4" PVC C-900 WATER MAIN (INCLUDING BENDS AND FITTINGS) FURNISH AND INSTALL 2" PVC SCH. 40 WATER SERVICE (INCLUDING BENDS AND FITTINGS) TRENCH/BACKFILL TO BE IN COMPLIANCE \ WITH NEPA 24 SECTION 10.9.1 AS 6 FURNISH AND INSTALL 4" PVC SCH. 40 WATER SERVICE (INCLUDING BENDS AND FITTINGS) In \ MENDED BY CFC CHAPTER 80. 7 FURNISH AND INSTALL 6" WET BARREL SUPER FIRE HYDRANT WITH (1) 4" CONNECTION AND (2) 2.5" CONNECTIONS PER DETAIL ON w , \ a 5 VARIES BACKFILL SHALL BE WELL TAMPED IN SHEET 3 4 \ [} ��' \ LAYERS OR PUDDLE UNDER AND AROUND SM per' (0'-7') 8 CONNECT FIRE LATERAL TO INTERIOR FIRE RISER WITHIN BUILDING. SEE ARCI ITEC AL PLANS. I' \ PIPES TO PREVENT SETTLEMENT OR LATERAL MOVEMENT. BACKFILL SHALL 16 INSTALL 4" 22.5" BEND WITH THRUST BLOCK CONSIST OF CLEAN FILL SAND OR PEA VARIES 1 INSTALL 4" 11.25" BEND WITH THRUST BLOCK GRAVEL TO A MINIMUM 6' BELOW AND TO A 12" MIN MINIMUM OF 12" ABOVE TO PIPE AND 18 INSTALL WALL-MOJNTED FIRE DEPARTMENT CONNECTION. SEE DETAIL ON SPIFFY 5 AND ARCHITECTURAL PLANS. \ \ PIPE SHALL CONTAIN NO ASHES, CINDERS, REFUSE, ORGANIC MATTER, OR CORROSIVE 0 POINT OF WATER SERVICE CONNECTION TO BUILDING; SEE PLUMBING PLANS \ \ \�S�O 10 000 DIA" MATERIALS. OTHER BACKFILL MATERIALS INSTALL 4" FDC PER RIVERSIDE COUNTY FIRE REQUIREMENTS +� AND METHODS ARE PERMITTED WHERE INSTALL 12" 11.25" BEND WITH THRUST BLOCK I EX.Mi PROFESSIONDISIGNATED BY A REGISTERED /-1 41f A � 9.64 IN PROFESSIONAL ENGINEER AND APPROVE BY INSTALL 12" 22.5" BEND WITH THRUST BLOCK �(��, `� \ THE ENFORCING AGENCY. 3 CONSTRUCT 2 SACK SLURRY BACKFILL BETWEEN UTILITY PIPES PER DETAIL ON SHEET 5 V \ \ PIPE CENTERED EDTA. WIDTHS f PIPE DIA. M[N.-MAX. 6" MIN. 4 INSTALL FIRE HYDRANT LOCATION MARKER PER RIVERSIDE COUNTY FIRE DEPARTMENT DETAIL TP 06-011 ��i , \ \ \ \ \ \ ea;; 0"-�; SEWER CONSTRUCTION NOTES \ O1 FURNISH AND INSTALL 8" SDR -35 SEWER (INCLUDING BENDS AND FITTINGS) 10+28.00 \ ! \ 24" 48°-62" ! REMOVEPLUG AND CONNECT \ 7 �� TO EXISTING SEWER MAIN \ O3 FURNISH AND INSTALL 4° SDR -35 SEWER (INCLUDING BENDS AND FITTINGS) \ DW LINE"C" 10.08 INV \, \ \ PIPE TRENCH/BACKFILL DETAIL ®FURNISH AND INSTALL 3" SDR -35 SEWER (INCLUDING BENDS AND FITTINGS) Ici N.T.S. FURNISH AND INSTALL 48" DIA. MANHOLE PER CVWD STD. DWG. NO. S-5 SEWER IMPROVEMENTS ©FURNISH AND INSTALL CLEANOUT TO MADE 4F ,P -i 4f SS LINE "A" � s 3 \iA� T ! 1b 1 00 IT..� �' UTILITY CROSSING ,IE DATA TABLE TA LENGTH NOTE N 204.03' 12" PVC C-900 N 87.63' 12" PVC C-900 N 63.15' 12" PVC C-900 E 194.05' 12" PVC C-900 _ 41.86' 4" PVC C-900 N 40.72' 4" PVC C-900 N 26.97' 4" PVC C-900 5.00' 4" PVC C-900 N 20.52' 6" PVC C-900 N 161.55' 4" PVC C-900 N 5.85' 4" PVC C-900 SEWER LINE/CURVE DATA TABLE WATER LINE DATA TABLE ® BEARING/DELTA RADIUS LENGTH NOTE ® BEARING/DELTA LENGTH NOTE 1 N36"52'42"E -- 147.82' B" SDR -35 1 NL53°13'01"W 205.62' 4' PVC C-900 2 N53°13701"W -- 158.24' 8" SDR -35 2 1430°43'01"W 89.22' 4° PVC C-900 3 N01'52'32"E -- 183.37' 8° SDR -35 3 ND8'13'Oi"W 64.30' 4° PVC C-900 4 55b5'33" 210.00' 201.92' 8" SDR 35 4 1401'52'3YE 222.71' 4" PVC C-900 6 1450"19'02°E -- 47.74' 4" SDR -35 5 1436°46'59"E 66.69' 2" PVC SCH 40 7 NI-- 76.20' 4" SDR -35 6 1481'49'01"E 43.38' 4" PVC SCH 40 8 N81'49'01"E -- 29.83' 3" SDR -35 I' -e' NO SIDEWALK 24.4480P 4 W & 12 FIRE L AV _ 11.44TORe 8` S INSTALLED VARIESEND OF S EAC vED Iso' DREApE sctwrA«.L A _ SS LINE "B" , w� \ '\ n _ ra 1 IN SER f1RFM 0%F LINE duBT �. °� / •� . A ) F r ) >ABOE INAL (FARE nS ESTABLISHED A / 12+71.00 4 \� A CD I J /� CURB OR SmeWxK \� A r I'1 /1�., 11+47.82 LENS 1- CLUB 12+8277 10+00.00 LINE, -B' It "C, 18 /' � •� P 022105 YEprIOu cuRe ." n 25.06RIM 5 11.05INV IN NW & SE 10+47.61 �� \ �\ \ +65 V` VNOTE 10 �.� •� AA ,f� � V *I' J ALV RA OR FLTO oUTILITY CRgssI 10.951NV OUT NE SEE STANDARD DRAWING W -YY. N r " / �✓�� _ ` 20.801 2 w V v rV ! - UTILITY CROSSING A AV 'yt \ - rn '� / "/ /� ``17.4 BOP 6" SD o 13.76TOP 4..- yAi 3 _ u, V ♦ \ nu ND.wexs 1 \ A. A Na Sze ARE DEsuwmKX 'E(�C/Iy`�/ J' A VAS A i a- NRe nnw,r $ j A S �. A: \ 4' DLv.-roL+EmricNc w.vaD s 27.45TC0 UTILITY ING lii C) ' V \ \ V F' x ND a zags s REODweD F F�� ,C., 13.3 12 SD ,'l) (� , IIIN' \ \ 4 \V A I' W IIRceD Q /y © }2.38TOP 4. & ` - \`� ax' RE�srrznwN a�srccl ov NEcwxcn doWr A"D9'D oR. -n > d / S % 23.4,SINV ( ,/ r .o /` �� ,\ s a. s'I�ANNNG aoeDo c.R 0 11+23.43 (I - �II �\ \k V A \ a I ,uN WE r e' nE 3 \ 6 4 aE Amhc w \ r 8' iUROED G. 9AGk -0[[ pSER 8" IANn• R-MCtE 4 UTILITY CROSSING 11.46INV II 1 awls be0-6-x5w A A --. - - U " ild A, a a' x D + aN wrvoRnc =m ! ( I' \ \ 11 DIP,_ o . 13.209F-24" SD z• 1)� rr A 4- V e o / O� /\\ / � ,. N 12.20TOP 8- S �I, Till `,U,\ \ \ © ''b. PoRtouwm c.+R msw L�rav_e'"uD,ee ROLE / / d ! I �'A\ \, �� �z see suluwD nRAWius x -s �-) ; r' r r1�T SUPER FIRE HYDRANT �I 414 UTILITY 5 pICROSSF �''. \ v \ R e W A H �! V A_ N.T.S. o 75 49TOP 24"// UTILITY 25CROSSING_.: 20BOP 4" W 15.37TOP 24" SD _ (Ir' / �� � � r�S ��4t ' � � U :n.., , ,��?j ? F �, °��.. it r0 13+98.58 2�_j ,� (A \ �' ' sa \ �b \ j Q 11+63.06 / .� . if 8 0 4 11.601NV �.�'� �,�� / / p �� 6 V 5 0 4 n AMU 14+21.63,/\ J, \ wl � V / ;. 6 27 30TC0 UTILITY SING 23 BOINV 1 21.OSBOP 44 SERV. ` .r ^" 12.36TOP 8. S O -A \ 4; \ d ��� i. TItTlY OSBOPC1EI' SNG 7.41' ilI Q A: �� \ 6 i �'� t % �� �� -' n, "'I 17:OOTOP 1� SO \ STORM DRAIN IMPROVEMENTS rd , UTILITY CROSSING 21.05BOP 4" W SERV. T- 15 E �� P -" PER SEPARATE PLANS 17OOTOP 18" SD 3- tom \ > .� 8 14+49.99/,-\I� v` T" F) ) \ ## UTILITY CR ING ` V /� �� �. .. 12T.93 c 20.8880P 6 FIRE Tt.69TOP 8 SWR 25.21ftIM \ 5 11.81INV IN S 4, 14+62.18 2 _ 11 71CNV OUT N : _ H imM, ":1M �= r �. > m� m M � m �..� m m m m m im m �� � m V� > ,r 0 11 � MATCH LINE -SEE SHEET 4 BENCHMARK: BASIS OF BEARINGS. APPROVAL BY' CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE STATE OF CALIFORNIA SHEET o CITY OF LA QUINTA BM #430 Descriptor: 11/1'COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED ePOFESSI . i . PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN U �� MONUMENT,STAMPED'LS-98', FLUSH AT THE CENTERLINE UPON THE CALIFORNIA COORDINATE SYSTEM, �S llL�� INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. CCS 83, ZONE 6, AS DETERMINED LOCALLY yp OPEL ,YY �yc SILVERROCK RESORT ELEVATION =6.467(NAv ee) I N T E R N A T I O N A L BY THE LINE BETWEEN USC&GS STATIONS LA P DIAL TWO WORKING ELEVATION=3.216'(NGVD29) w s s DATE A u ZO QF SWEETS BEFORE / DAYS BEFORE PROJECT ELEVATION AT BM W430 QUINTA CS2005 (P491) AND COLLEGE OF e: ND. c4eo90 75-010 Gerald Ford Drive, Suite 100 BRY MoKiNNEY PENDRY LIFESTYLE HOTEL �O YOU DIG 141 YOU DIG (To obtain Project Plevatons in NAVDES Datum, subtract 1.564• THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA 92211 R.CCITv ENGINEER DWG. NAME j Phorte:(760)346-7481-MBAKERINTLCOM R.aE. No. a9atB ExP. 09/30/22 PLAN SHEET a from the elevatoosshaxn). NATIONAL GEODETIC SURVEY, NAD83, EPOCH J} �IV1� �P DRAWN DESIGNED JOB NUMBER TOLL FREE TELEPHONE: 811 (To obtan Proje t Elevations in NGVD29, Add 0.68 to Ube 2011 DD) AS SHOWN IXN T E NATIONAL DATE BY DESCRIPTION APP'D DA E qrF OF CALLE�� ORRIKE ORRIKE �2020 N SW 1/4 OF SEC. 5 k W, E & SE 1/4 OF SEC. B, T.6S.,R. E., S.B.B.k M. FILE 140. ao 0/15/20 1 A PUBLIC SERVICE BY ekvalions shown). SCALE CHECKED DATE ., GEODETIC SURVEY PUBLISHED DATA SHEETS AS NOTED RV SEPLVERROCK DEVELOPMENT COMPANY, L.L.C. / UNDERGROUND SERVICE ALERT ELEVATION =3.903' BEING N.40"16'30.20"W. R E._ V I S 1 0 N S MICHAEL RCE 140. C43090, EXP. 3/31/2022 DATE _ 7 � 2D D D 20 4.0 6D MATCH LINE -,.SEE SHEET =/ SCALE: 1"=20' UTILITY SING 246B0P 1 W SER n qWATER CONSTRUCTION NOTES14 .6 1 FURNISH AND INSTALL 12" PVC C-900 FIRE MAIN(INCLUDING INCLUDING BENDS AND FITTINGS) • i 3 FURNISH AND INSTALL 4" PVC C-900 WATER MAIN (INCLUDING BEDS ADD FITTINGS) 6 27 IOTCO 'i ti UTILITY CR SSING III / r. / FURNISH AND INSTALL 2° PVC SCH. 40 WATER SERVICE (INCLUDING BENDS AND FITTINGS) / O 23 10INV 22.46BOP 1 W SERV. r 1 4 �'• �, ,� r = 6 S=0.2162 21 46TOP 1 FIRE 7 FURNISH AND INSTALL 6' WET BARREL SUPER FIRE HYDRANT WITH (1) 4" CONNECTION AND (2) 2.5" \ 1•\ e w • C4 N CONNECTIONS PER DETAIL ON BEET 3 � ff d 'UTILITY CROSSING CONNECT FIRE LATERAL TO INTERIOR FIRE RISER WITHIN BUILDING. SEE ARCHITECTURAL PLANS. \ FLL Q :.18.88BOP 18" SD 1 n w -_..__......-}_ / 3 1 \ 9 FURNISH AND INSTALL 6" PVC C-900 FIRE LATERAL (INCLUDING BENDS AND FITTINGS) h, W h '.15.62TOP 4" 5 .o (]W 'LINE C '� 1 INSTALL 4"X4"X4" TEE 12+60.73, 7' � 5' 1 INSTALL 12°X12°X12" TEE >b I .011NN 14 INSTALL 6" 45° BEND WITH THRUST BLOCK UTILITY MSING -_ z 16 INSTALL 4" 22.5° BEND WITH THRUST BLOCK 22.85BOP 2 W SERV. 8 w UTILITY CRQSSING Q t1 12.91 TOP 8 S o o r - 1� _ e f+ ,n w "22.85BOP 2 W SERV: - 1 INSTALL 4" 11.25' EEM WITH THRUST BLOCK )\I § UTILITY CROSSING `]' ''� �"' 21.85TOP 12" FIRE J 8; nL / 18 INSTALL WALL -MOUNTED FIRE DEPARTMENT CONNECTION. SEE DETAIL ON SHEET 5 AND ARCHITECTURAL BANS. 1 + ty ip n ." M1 61TOP 18 SID zI 15+71.89 4 POINT OF WATER SERVICE CONNECTION TO BUILDING; SEE PLUMBING PLANS J,, rn _ FURNISH AND INSTALL 1° PVC SCH. 40 WATER SERVICE (INCLUDING BENDS AND FITTINGS) 23.00BOP 2" W SERV } V8 UTILITY CROSSING : INSTALL 4" FDC PER RIVERSIDE COUNTY FIRE REQUIREMENTS b 23.1080P 1" W SERV. INSTALL 6" PVC CAP w w. 22.09TOP 18" SD -- SS LINE C -� (� LU/ INSTALL 12" 11.25° BEND WITH THRUST BLOCK 13+81.44 UTILITY CROSSING ' LuI F- , INSTALL 12' 22.5° BEND WITH THRUST BLOCK i 22.85BOP 1' SERV. ' tI+gg 30 12.42INV W `Q INSTALL 12'90' BEND WITH THRUST BLOCK /-" I,t 5 12 53[NV 6" IN & E 1o3.07TOP 8 S Cn V ` INSTALL POST INDICATOR VALVE PER DETAIL ON SHEET 5 d �fiYyl a i /� 0 16+09.62 S"� ( l / A „{ 12.431NV 8" OUT N 7 UTILITY CROSSING Irl ` t 3 CONSTRUCT 2 -SACK SLURRY BACKFILL BETWEEN UTILITY PIPES PER DETAIL ON SHEET 5 UI 21.90TOP 4" w r ,/, UTILITY CROSSING 20 90TOP 12 F INSTALL 6" 11.25" BEM, RESTRAINED UTILITY CRQSSING ',� ',._! ".r „ A'r �-!"( 16+19.51 �� -j I 19.17BOP 6 SD �•� -ao-, } / ,� 1485TOP 48SM 3416+28.70 16+36.70 CONNECTIONS PER SEPARATE PLAN SET \,'. / _ „ INSTALL 12"X6' PVC REDUCER W 16.46TOP 4s� ` Y � CON WATER MAIN, FIRE MAIN AM i m b o \ / ' 4 " r/ ' ' ,��'-Z N 27.10TC0 _ 12 1 \ INSTALL FIRE HYDRANT LOCATION MARKER PER RIVERSIDE COUNTY FIRE DEPARTMENT DETAIL TP 06-011 + % url�ITVY WSINc z w ti �*+� 9 1' SEWER CONSTRUCTION NOTES W sp !18.84BOP 6° SD: 0 1 1 / I 1 W'4*t, a .00`- V r \ \ 2 A- q O 6 23.101NV 16+67.02 16+97.34 :o' 2 a. t\' 16,` T i �S- ', ;( N , / , • pi LI_ a S 7 1767 7 W18 3 i6 1 / , \� O1 FURNISH AND INSTALL 8' SDR -35 SEWER (INCLUDING BENDS AM FITTINGS) .ROTC "� , t �° UTILITY CRQSSING ` a , '\ 4 µ; 3 O2 FURNISH AM INSTALL 6" SDR -35 SEWER (INCLUDING BENDS AM FITTINGS) ._6 ." - ��` 18'42BOP 6 SD " _ 4 12 60INV 2 REMOVE PLUG AM CONNECT 1 16.041NV ` +`� �.�.�.-,!+ 3 n S 4 TO BACKFLOW FREVENTER O3 FURNISH AM INSTALL 4" SDR -35 SEWER (INCLUDING BENDS AM FITTINGS) l7 16.03TOP 4 S. ' r r !,) 1 \ 7 LIJ SAND y�FYRIJ I COURT ,. ,\ t o r. _T . 1 / r rit./ ,w' -0.`,7232. S 9 >. AS SHOWN UJ CLIDMISE DRIVE / �'., O FURNISH AND INSTALL 48" DIA. MANHOLE PER CVWD STD. DWG. NO. S-5 i ,, WATERLINE "D` Z ' 22 5FG Z ' 27.1OTC0 8 " N UTILITY I 2 '�O 6 FURNISH AND INSTALL CLEANOUT TO GRADE `� 1 V �A I a �� 6 2 LROS� PER SEPARATE PLAN SET 23 O s� T€�fi1I1MTE WATER FOR L i V / )I ., T1 ,, 23 10INV 22.050BOP 6 F}RE ,\/T��,, SAM VOLLEYBALL COURT 1 I 1 ' - ` � N 3 V� SEE LANDSCAPE .ARCHITECT'S PLAN, ( 1 r _.-�. 'i �1 13 UTILITY CROSSING S 1 22 >., J• ,r+,. ' _. , `rF UTILITY CRQSSING 3 � UTILITY UNG ,` r T '"° 6 I r%� ,' P� 21.18BOP 6 SD 0 - �' 21 .9080P 4° W ,y '.1 7 ". Q 25 13.88TOP 6" S 'Ab a L U ' 9 8 TY: QSFIR£ 4... Y'� L1 19.45BOP 66 SSD i iUTILITY SI -` 17.82TOP 4"S ?O \ o ,UTILITY CROSSING �` `3 * 15 6 S i``1 �14191TOP 4 S d 22 55BJP 6 SD 8 18: tib O L o 22.45BOP 4° W �S ry7+44.57 12+12.97 to 71TOP 8 5 a 2 h 21 .45TOP 6" SD' ..:' „ 11+51.06 - 'q� UTILITY CROSSING 12x84.54 _ ..... 28 g o . 13 09T 6" S20.73BOP 6" SD 1 0 1 4 / \�1 3. .�. 27 �p�}'� UTILITY CROSSING UTILITY CRQSSING 3- Not 1 s S 23.85BOP 1" W SERV. 21.89BOP 6 SD' 9 '/ r - v S�S 10 UTILITY CROSSING 13.23TOP 6 S 20.89TOP 1 WSERV. UTILITY CROSSING �_... ',,, S S 22 90BOP 6" FIRE I .NG 12181 :5D 3 ''` 21.30BOP 1° W SERV. •� �\ 7 :%^' 1 :.., .13 453T 6,, S g 23.6 BOP 4QSFIRE. ,, ♦ UTIILITY CROSSING .. 1OTC4 .'..: �Y�,}/F 20.30TOP 6° $ F s r„" C ' y.. +, 6 NV 15 13.31TOP 6` S C1 N 24.55TCO 22.30T00� 14.00T0 6" S ob�I�V lJ €'ENDfY STY .20TC0 6 --I L• LE HOTEL M r UTILITY CROSSING I_ ` .) 1_...,. F`F=27 ;52 a i� d , . x":: 22.06BOP 6 SD % O 5 21 10TOP 4 S , INV 8 PAD=2-• it rl r 18O 27.301 21.07INV 6 <i J v � � i I •� '' IWI � � _/PWM - CIDV °, OW� - s� / `GLS'V ,n P0122P0122` � ' �� ♦ I f / '� ' _. A � � �.e �LIIIII � � 'a f,r �� n�IfiE HYDRANT PER CLUBH SE 14+70. �� co '� .� �, WATER ULINE *DDVE PLAN S \ �. ET o A LU W J U 1 BENCHMARK: BASIS OF BEARINGS: �r��\\\�I I7�(��7 /J�{ 5J7' n �O CITY OFILAOUINTABMW430-Deeaiptbn:,,l2'COPPERWELD THE BEARINGS SHOWN HEREON ARE BASED II IIII VA II ` �I� II\1 MONUMENT, STAMPED 'LS98', FLUSH AT THE CENTERLINE UPON THE CALIFORNIA COORDINATE SYSTEM, 1 /1S �/ CJ 1514 INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION 5.467(NAVDBB) CC$ 63, ZONE 6, AS DETERMINED LOCALLY o = ' DIAL Two WORKING ELEVATION=3.216'(NGVD29) BY THE LINE BETWEEN USCOS STATIONS LA BEFORE DAYS BEFORE PROJECT ELEVATION AT BM W430 QUINTA CS2005 (P491) AM COLLEGE OF YOU DIG q YOU DIG (ro obtanP,.*t Elevations in NAVD88 Datum, Subtract 1.564' THE DESERT (001 (POSITIONS PER lrom the elevalmns ahaxn). NATIONAL GEODETIC SURVEY, MGM, EPOCH TOLL FREE TELEPHONE: 811 (Fe obtain Pmiect EM.at.mm NGVD29, Aad 0.687 m the 2011.00) AS SHOWN ON THE NATIONAL DATE BY A PUBLIC SERVICE BY elevatiees ahawn). GEODETIC SURVEY PUBLISHED DATA SHEETS UNDERGROUND SERVICE ALERT ELEVATION = 3.903' BEING N.40'16'30.20"W. APP'D I DATE INTERNATIONAL 75410 Gerald Ford Dnve, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 - MBAKERINTL.COM MICHAEL TYLMAN RCE NO. C43090, EXP. WATER LINE DESCRIPTION TABLE R E V I S 1 0 N S LENGTH NOTE 1 APP'D I DATE INTERNATIONAL 75410 Gerald Ford Dnve, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 - MBAKERINTL.COM MICHAEL TYLMAN RCE NO. C43090, EXP. WATER LINE DATA TABLE NO BEARING/DELTA LENGTH LENGTH NOTE 1 NOi°5V32"E 222.71' 4" PVC C-900 2 148933'24°E 10.00 4" PVC C-900 3 N79'11'36'W 30.32' 4° PVC C-900 4 N56°41'36"W 30.32' 4° PVC C-900 5 N45'26'36"W 47.23' 4' PVC C-900 6 1444'24'32°E 65.67' i° PVC SCH 40 7 N88'07'28"W 65.81' 1" PVC SCH 40 8 Ng 07'28"W 87.09' 2" PVC SCH 40 9 N76°52'28"W 33.51' 2" PVC SCH 40 10 N88°07'28"W 17.25' 2" PVC SCH 40 11 N22'18'44°E 130.26' 2' PVC SCH 40 12 1488°07'28°W 71.63' 1" PVC SCH 40 13 N88"07'28°W 26.54' 1" PVC SCH 40 14 NO1'5V32'E 45.57' 1" PVC SCH 40 15 1486'52'12'E 9.16' 1" PVC SCH 40 10/15/20 DATE: FIRE LINE DATA TABLE ® BEARING/DELTA LENGTH NOTE NOTE 16 _1401°52'32'E 194.05' 12' PVC C-900 17 N89 -54-08°W 12.63' 12' PVC C 900 18 N79'11'36"W 29.13' 12' PVC C-900 19 N56'41'36"W 29.13' 12' PVC C-900 20 N45°26'36"W 51.84'12' 'R VC 900 21 N44°24'32 -E 45.20' 12° PVC C-900 22 N66°32'45"E 3.95' 12' PVC C-900 23 N23'27'15°W 2.53' 12' PVC C-900 24 N11'42'16"E 37.00' 6" PVC C-900 25 1490'00'00"E 37.39' 6" PVC C-900 26 N55°23'08'E 22.02' 6" PVC C-900 27 N86'52'12"E 98.38' 6" PVC C-900 28 N79'35'39"E 71.57- 6" PVC C-900 29 1462'54'44'W --i -s586' 6' PVC C 900 30 1485'24'44"W 16.57' 6" PVC C-900 31 N79'35'39"E 71.57' 6" PVC C-900 32 N05'25'07°W 25.21' 4" PVC C-900 33 1445'23'24°E 1 14.56' 1 4" PVC C-900 34 1 N88 -07.28°W I 12.b9 1 6" PVC C-900 10/15/20 DATE: SEWER LINE/CURVE DATA TABLE ® BEARING/DELTA RADIUS LENGTH DWG. NAME NOTE 1 NO1'52'32'E -- 183.37' 8" SDR 35 2 N88°07'28 -W -- 8.93' 6" SDR 35 3 42°10'12" 102.00' 75.07' 6" SDR 35 4 1445°57 1VW -- 51.41' 6' SDR 35 5 N44' 02-44"E -- 50.37' 4" SDR 35 6 N88°07'28'W -- 51.28' 4" SDR 35 7 N88'07'28"W -- 60.46' 4" SDR 35 8 N88°07'28"W -- 20.33' 4" SDR 35 9 NOO°02'01"E -- 49.90' 6" SDR 35 10N86 °52'12"E -- 153.54' 6' NOR 35 11 1462°54'44°W -- 247.06' 4" SDR 35 12 N45°23'24"E -- 14.92' 4" SDR 35 10/15/20 DATE: APPROVAL BY: CITY OF LA QUINTA RY M.KINNEY DATE ����' CITY ENGINEER R.C.E. N0. 49418 EXP. 09/30/22 CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 4 OF 5siEETs PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN SILVERROCK RESORT PENDRY LIFESTYLE HOTEL PLAN SHEET LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S. ,ft.7E., S.B.B.k M. DWG. NAME FILE NO. I DRAWN ORRrKE DESIGNED ORRrKE JOB NUMBER 1611]8 FOR: SILVERROCK DEVELOPMENT COMPANY, L.L.C. SCALE AS NOTED CHECKED RV DATE SEPTEMBER 2020 PRIVATE WATER LINE NOTES K MATG`H= LIN E - S E E SHEET 2 0 1. ALL WORKS SHALL CONFORM WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (PREEN BOOK) LATEST EDITION, A.W.W.A. STANDARDS, 2013 Q' CALIFORNIA PLUMBING CODE AND THESE PLANS. ")♦ M M-1• M 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 SCHEDILE 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 ,r= 4. GATE VALVES 4" THOU 12° SHALL RESILIENT -SEATED WITH NON -RISING STEMS CONFORMING TO A.W.W.A. C-509-80. VALVES LARGER THAN 12" SHALL BE BUTTERFLY 1 I �1 WATER LINE DATA TABLE ® BEARING/DELTA LENGTH ® NOTE 1 N49°26'38"E 78.35' 4" PVC C-900 2 ND3°30'32"E 108.89' 4" PVC C-900 3 N18"59'28"W 19.66' 4" PVC C-900 4 N63'59'28"W 145.58' 1 4" PVC C-900 VALVES. VALVES SHALL BE FLANGED X FLANGED. AS MANUFACTURED BY AMERICAN AVK, CLOW, MPH, STOCKHAM, U.S. PIPE, OR ENGINEER APPROVED EQUAL. V SHALL HAVE NET ON BODY OR PVC SCHEDULE 80. BRONZE VALVE A INDICATED ON PLAN BALI VALVE MATERIAL TO BE EITHER BRONZE 5 BALL VALVE MATERIAL SHALL BE S THREADS ON BOTH ENDS RATED AT 600 PSI AS MANUFACTURED BY CONIBRACO 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 SLEMADE 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 3 0 i 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 BEAD "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 UULESS 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 JOU SITE CONDITIONS WRING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUOING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT r� --f) C • r -/ 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. oil- -- PRIVATE SEWER LINE NOTES \U\ q �, k;rs 1. ALL WORKS SHALL CONFORM WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST EDITION, A.W.W.A. STANDARDS, 2013 4 CALIFORNIA PLIUBING CODE AND THESE PLANS. 2. ALL SEWER MAINS 4" THRU 15" SHALL BE SUR 35 SEWER PIPE COLORED GREEN. SIZES AS INDICATED ON THE PLANS. AS MANUFACTURED BY JM EAGLE, PACIFIC -WESTERN MANUFACTURING COMPANY OR ENGINEER APPROVED EQUAL. y :...._.,, ', 1J 3. SEWER CLEAN-OUT SHALL BE INSTALLED PER DETAIL ON THE PLANTS, AND IN CONFORMANCE WITH SSPWC. loo.��. n. Y 4. SEWER MAIN LINE AND GRADE SHALL BE AS INDICATED ON THE PLANTS. ,��,, ., *L O 5. ALL CONCRETE USED IN SEWER CONSTRUCTION, INCLUDING PRECAST MANHOLE SECTIONS AND MANHOLE BASES SHALL BE CLASS 660-C-4000, PORTLAND TYPE CEMENT (7 " y' SACKS, 4000 PSI). THE CONTRACTOR SHALL FURNISH A CERTIFICATE OF COMPLIANCE SHOWING THE CEMENT TYPE USED. r f) a r ry SWM v`" "e tc 6. WYES AND LATERALS SHALL BE PVC SDR -35 OR ABS 1210 DWV SCIEDUE 4 AND INSTALLED AT GRADES AS INDICATED ON PLAN. 1, r/1 T1 G L -J �•� �'.� \., fiY /r'' 0 7. SEPARATION BETWEEN PRIVATE WATER LINES AND PRIVATE SEWER LINES SHALL CONFORM TO UPC MINIMUM VERTICAL SEPARATION OF 1 FOOT AND MINIMUM HORIZONTAL WATER CONSTRUCTION NOTES 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 INSPECTED AND APPROVED. 13F�U,RN'IMIH AND INSTALL 4" PVC C-900 WATER MAIN (INCLINING BENDS AND FITTINGS) FFJY1.52 9 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SET MANHOLE COVERS TO FINISH GRADE AFTER PAVING IN ACCORDANCE WITH COAC ELLA VALLEY WATER DISTRICT PADen.1ISH AND INSTALL 6" WET BARREL SUPER FIRE HYDRANT WITH (1) 4' CONECTION AND (2) 2.5" CON ECTIONS P IL` ON STANDARD DRAWING S -1A OR S -1B AS APPLICABLE. SHEE3 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL FACILITIES COMPLETED AND UNCOMPLETED UNTIL ACCEPTED BY THE OWNER. 8 CONFECT FIRE LATERAL TO INTERIOR FIFE RISER WITHIN BUILDING. SEE ARCHITECTURAL PLANS..,,- 11. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY STANDARDS AND REVIEW THE PLANS IN DETAIL WITH THE ENGINEER PRIOR TO START OF CONSTRUCTION. " -o.-. / %j\_.,J;,� / 12. ALL ELEVATIONS SHOWN TO BE EXISTING WHERE FROM RECENT SURVEY OF THE ENGINEER AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 9 FURNISH AND INSTALL 6 PVC CADO FIRE LATERAL (INCLUDING BENDS AND FITTINGS) `..-. /, °:u 13. THE CONTRACTOR SHALL NOTIFY ENGINEER 72 HOURS PRIOR TO STARTING ANY WORK. A PRE -CONSTRUCTION MEETING SHALL BE SET LP WITH THE ENGINEER, THE ICE CONECTION TO BUILDING; SEE PLUMBING PLANS ,... CONTRACTOR, HIS SUBCONTRACTORS, AND A REPRESENTATIVE FROM EACH OF THE UNDERGROUND UTILITIES SHALL BE PRESENT. POINT OF WATER SERV , SEWER CONSTRUCTION NOTES 20 10 0 20 40 60 14 CTHE ONSTRUCTIONOANDHALL CALLVU.S.A LOCATION �ASERVICEEXISTING ALERTTATI1IES0AND 7-26100Y COMPANIES 48 HOURS (2 WORKING DAYS) IN ADVANCE OF THE BEGINNING F O2 FURNISH AND INSTALL 6' SDR -35 SEWER (INCLUDING BENDS AND FITTINGS) 15. TREES TO BE PLANTED 10' MINIMUM FROM SEWER LINES. © FURNISH AND INSTALL CLEANOUT TO GRADE SCALE: 1"=20' FINISHED GRADE THRUST AT FITTINGS FOR DUCTILE IRON& PVC TABLE A.10.6.1(a). MINIMUM REQUIRED AREA ISE) PER CALCULATION A.10.6.1(a)"GRAVITY THRUST FIRE MATERIAL LIST FUNISH AND INSTALL 6" SDR -35 SEWER (INCLUDING BENDS AND FITTINGS) BLOCKS" NOMINAL PIPE DIA. (IN) DUCTILE IRON AND PVC PIPE FIRE LINE DATA TABLE ® BEARING/DELTA I LENGTH NOTE 5 N49"26'38"E 110.59' 6° PVC C-900 6 N04'26'38'E 13.87' 6° PVC C-900 2918 1466 8 12866 18194 SEWER LINE DATA TABLE ® BEARING/DELTA I LENGTH NOTE 1 N31"57'44°W83.89' 3794 SDR -35 2 NOS'30'4PE 33.84' 4" SDR -35 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 BEAD "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 UULESS 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 JOU SITE CONDITIONS WRING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUOING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT r� --f) C • r -/ 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. oil- -- PRIVATE SEWER LINE NOTES \U\ q �, k;rs 1. ALL WORKS SHALL CONFORM WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST EDITION, A.W.W.A. STANDARDS, 2013 4 CALIFORNIA PLIUBING CODE AND THESE PLANS. 2. ALL SEWER MAINS 4" THRU 15" SHALL BE SUR 35 SEWER PIPE COLORED GREEN. SIZES AS INDICATED ON THE PLANS. AS MANUFACTURED BY JM EAGLE, PACIFIC -WESTERN MANUFACTURING COMPANY OR ENGINEER APPROVED EQUAL. y :...._.,, ', 1J 3. SEWER CLEAN-OUT SHALL BE INSTALLED PER DETAIL ON THE PLANTS, AND IN CONFORMANCE WITH SSPWC. loo.��. n. Y 4. SEWER MAIN LINE AND GRADE SHALL BE AS INDICATED ON THE PLANTS. ,��,, ., *L O 5. ALL CONCRETE USED IN SEWER CONSTRUCTION, INCLUDING PRECAST MANHOLE SECTIONS AND MANHOLE BASES SHALL BE CLASS 660-C-4000, PORTLAND TYPE CEMENT (7 " y' SACKS, 4000 PSI). THE CONTRACTOR SHALL FURNISH A CERTIFICATE OF COMPLIANCE SHOWING THE CEMENT TYPE USED. r f) a r ry SWM v`" "e tc 6. WYES AND LATERALS SHALL BE PVC SDR -35 OR ABS 1210 DWV SCIEDUE 4 AND INSTALLED AT GRADES AS INDICATED ON PLAN. 1, r/1 T1 G L -J �•� �'.� \., fiY /r'' 0 7. SEPARATION BETWEEN PRIVATE WATER LINES AND PRIVATE SEWER LINES SHALL CONFORM TO UPC MINIMUM VERTICAL SEPARATION OF 1 FOOT AND MINIMUM HORIZONTAL WATER CONSTRUCTION NOTES 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 INSPECTED AND APPROVED. 13F�U,RN'IMIH AND INSTALL 4" PVC C-900 WATER MAIN (INCLINING BENDS AND FITTINGS) FFJY1.52 9 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SET MANHOLE COVERS TO FINISH GRADE AFTER PAVING IN ACCORDANCE WITH COAC ELLA VALLEY WATER DISTRICT PADen.1ISH AND INSTALL 6" WET BARREL SUPER FIRE HYDRANT WITH (1) 4' CONECTION AND (2) 2.5" CON ECTIONS P IL` ON STANDARD DRAWING S -1A OR S -1B AS APPLICABLE. SHEE3 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL FACILITIES COMPLETED AND UNCOMPLETED UNTIL ACCEPTED BY THE OWNER. 8 CONFECT FIRE LATERAL TO INTERIOR FIFE RISER WITHIN BUILDING. SEE ARCHITECTURAL PLANS..,,- 11. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY STANDARDS AND REVIEW THE PLANS IN DETAIL WITH THE ENGINEER PRIOR TO START OF CONSTRUCTION. " -o.-. / %j\_.,J;,� / 12. ALL ELEVATIONS SHOWN TO BE EXISTING WHERE FROM RECENT SURVEY OF THE ENGINEER AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 9 FURNISH AND INSTALL 6 PVC CADO FIRE LATERAL (INCLUDING BENDS AND FITTINGS) `..-. /, °:u 13. THE CONTRACTOR SHALL NOTIFY ENGINEER 72 HOURS PRIOR TO STARTING ANY WORK. A PRE -CONSTRUCTION MEETING SHALL BE SET LP WITH THE ENGINEER, THE ICE CONECTION TO BUILDING; SEE PLUMBING PLANS ,... CONTRACTOR, HIS SUBCONTRACTORS, AND A REPRESENTATIVE FROM EACH OF THE UNDERGROUND UTILITIES SHALL BE PRESENT. POINT OF WATER SERV , SEWER CONSTRUCTION NOTES 20 10 0 20 40 60 14 CTHE ONSTRUCTIONOANDHALL CALLVU.S.A LOCATION �ASERVICEEXISTING ALERTTATI1IES0AND 7-26100Y COMPANIES 48 HOURS (2 WORKING DAYS) IN ADVANCE OF THE BEGINNING F O2 FURNISH AND INSTALL 6' SDR -35 SEWER (INCLUDING BENDS AND FITTINGS) 15. TREES TO BE PLANTED 10' MINIMUM FROM SEWER LINES. © FURNISH AND INSTALL CLEANOUT TO GRADE SCALE: 1"=20' FINISHED GRADE THRUST AT FITTINGS FOR DUCTILE IRON& PVC TABLE A.10.6.1(a). MINIMUM REQUIRED AREA ISE) PER CALCULATION A.10.6.1(a)"GRAVITY THRUST FIRE MATERIAL LIST FUNISH AND INSTALL 6" SDR -35 SEWER (INCLUDING BENDS AND FITTINGS) BLOCKS" NOMINAL PIPE DIA. (IN) DUCTILE IRON AND PVC PIPE DEAD END 90' 45' 22.5' 11.250 4 3620 5118 2770 1412 710 6 7478 10576 5724 2918 1466 8 12866 18194 9846 5020 2522 10 19354 27370 14812 7552 3794 12 1 27370 38706 209U 106W 5366 NOMINAL PIPE DIA. (I N) DEAD-END DUCTILE IRON AND PVCPIPE (0'707) 90 45 0.541 ( I 22.5 (0.276) 4 2.72 3.84 2.08 1.06 POST INDICATOR VALVE 6 5.61 7.93 4.29 2.19 OR APPROVED EQUAL 8 9.65 13.65 7.38 3.77 CLOWVALVE C-5092"-12" 10 14.52 20.53 11.11 5.66 11.40 12 20.53 29.03 15.71 8,011 16.12 NNON TE: 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. 2.5'x2.5"x4"FOC W/ DOUBLE CLAPPERS &BRASS CAPS SUPERVISORY DEVICE 4" GALV. SCH40 STEEL PIPE CONDUIT & WIRING FROM 4" FLG'D WAFER CHECK ABOVE GRADE FACP BY ELECTRICAL POST INDICATOR W/ DIVISION PER CEC. REFER BREAKABLE PADLOCK F _ TO FIRE ALARM DWGS FOR OUTDOOR LISTED, CSFMz x z CONTINUATION APPROVED TAMPER SWITCH f., -V - o� FINISH GRADE a a TRACER WIRE TO BE MINIMUM REQUIRED AREA (SF) PER TABLE A.10.6.1(b) '9Y1R17CNTAI RFARING RI 11i AREA" ITEM DESCRIPTION MANUFACTURER MODEL / TYPE COMMENTS C-900 PVC PIPE CLASS 165 (DR -25) JM EAGLE BLUE BRUTE OR APPROVED EQUAL SUPER FIRE HYDRANT CLOWVALVE 2060 OR APPROVED EQUAL POST INDICATOR 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 ORAPPROVED EQUAL RESILENT WEDGE GATE VALVE CLOWVALVE C-5092"-12" OR APPROVED EQUAL DEAD- NOMI NAL PI PE D I A. (I N) END DU CTI LE I RON AN D PVC PI PE 10.707) 9045 (0.541) 22.5 (0.276) 11.25 (0.139) 4 10.75 15.20 ����� o TWO WORKING rBEFORE7( DAYS BEFORE 1YOU DIG TO 6" ABOVE FINISH 2.11 6 22.34 31.60 12" OF THE WALL 8000 4.39 8 38.46 54.40 A. H62.76 7.56 10 57.97 82.00 THE PIPE JOINT AND BOLTS MUST BE ACCESSIBLE. SEE FIRE SPRINKLER 11.40 12 82.01 116.00 DWG'S FOR CONTINUATIONA HARD ROCK 16.12 THE DIRECTION OF THE FDC OUTLETS SHALL BE APPROVED BY THE FIRE INSPECTOR. NOTE: 6" OF CLEAN SAND ON ALL SIDES OF PIPE LAID ON TOP OF PIPE-\ 4" D.L--) 4" D.I. RESTRAINED JOINT PIPE 4" PVCFLOW 4" PVC D.I. KEY VALVE, 4 4" M.J. x FL TEE RESTRAINED JOINT POST INDICATOR / FIRE DEPT. CONNECTION DETAIL N.T.S. 97L•I IA - 1' 4" STAINLESS STEEL W/ FLANGED END FOR BACKFLOW PREVENTER. M 3� w_ 2 -SACK SLURRY MIX 31 UTILITY CROSSINGS WITH LESS THAN 1' CLEARANCE N.T.S. NOTE: FIRE SERVICE UNDERGROUND BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED 2000 IS CONSIDERED FROM THE DCDA NOTES: ����� o TWO WORKING rBEFORE7( DAYS BEFORE 1YOU DIG TO 6" ABOVE FINISH FLOOR WITHIN 1. THE FOLLOWING PRECAUTIONS MUST BE OBSERVED WHEN CONSTRUCTING THRUST 12" OF THE WALL 8000 BLOCKS: 8000 GRAVEL A. BLOCKS MUST BE POURED AGAINST UNDISTURBED SOIL. 16000 REE TELEPHONE: 811 A PUBLIC SERVICE BY B. THE PIPE JOINT AND BOLTS MUST BE ACCESSIBLE. SEE FIRE SPRINKLER CONTRACTOR C. CONCRETE SHOULD BE CURED FOR AT LEAST 5 DAYS AND SHOULD HAVE DWG'S FOR CONTINUATIONA HARD ROCK BEING N.40'16'30.20'W. COMPRESSION STRENGTH OF 2,000 LBS. AT 28 DAYS. D BLOCKS MUST BE POSITIONED TO COUNTERACT THE DIRECTION OF THE RESULTANT THRUST FORCE. -FLEXIBLE COUPLING -FLANGED REDUCER, AS REQ'D F.F. 4" NOMINAL CLEARANCE REQ'D FILL VOID WITH FLEX MASTIC BEND CONCRETE THRUST BLOCK BEARING AREA PER NEPA 24 L- 1' CLR. MIN. UNLESS SLEEVED FIRE SPRINKLER RISER CONNECTION DETAIL N.T.S. 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. SF. ALLUVIAL SOIL BENCHMARK: cnpl ln'coPPERwELo an of LA ou(NTA RM HM3a-O�tiao. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED 2000 FIRM CLAY APP'D I DATE ����� o TWO WORKING rBEFORE7( DAYS BEFORE 1YOU DIG MONUMENT.STAMPED'LS-98', FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE AND JEFFERSON STREET. ELEVATION 5.467' 1NAVD66) = ELEVATION=3.216'(NGVD29) PROJECT ELEVATION AT DM x4a0QUINTA (To obtan Project eevaions in NAVD88 Datum, Subtrac11.564' hommeelevationssbown). UPON THE CALIFORNIA COORDINATE SYSTEM, COS 83, ZONE 6, AS DETERMINED LOCALLY BY THE LINE BETWEEN USC&GS STATIONS LA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD), (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH S 6000 HARD CLAY 8000 COARSE DRY SAND 8000 GRAVEL 12000 GRAVEL AND SAND, WELL 16000 REE TELEPHONE: 811 A PUBLIC SERVICE BY (To Obtain Project Elevation in NGVD29, Add 0,697'to the elevations shown). 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS DATE er 40000 ROCK UNDER CAISSONS UNDERGROUND SERVICE ALERT HARD ROCK BEING N.40'16'30.20'W. 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. SF. ALLUVIAL SOIL DESCRIPTION SOFT CLAY 2000 FIRM CLAY APP'D I DATE R E V I S 1 0 N S 6000 HARD CLAY 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. SF. 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 APPROVALBY' THRUST 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 NEPA 24 AND CALIFORNIA FIRE CODE. INSTALLATION WORK SHALL BE DOPE 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. TEMPORARY OR PERMANENT SHALL BE MADE AVAILABLE WITHIN A APPROVED WATER SUPPLY FOR FIRE PROTECTION EITHER E 3. ANA � ' REASONABLE DISTANCE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON THE JOB SITE. THIS WATER SUPPLY SHALL BE APPROVED BY THE RIVERSIDE COU NTY FIFE 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 FrEQU1REMENTS AS PRESCRIBED BY THE OFFICE OF THE FIRE MARSHAL, THE CALIFORNIA FIFE CODE AND NEPA 24, WET -SIGNED - D 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 RISER(S) 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 FIFE HYDRANT SHALL BE SUPER FIRE HYDRANTS (6"X 4"X 2j"X2}"). DEPENDING ON FLOW REQUIREMENTS AN ENHANCED SUPER HYDRANT (6"X4"X4"X2}") 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 BUILDING(S) 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 OURB 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 THE 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 SERI NKLER SYSTEM RISER (NOT ON MANIFOLD) SHALL EE PROVED WITH A FIRE DEPARTMENT CONECTION (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 I" CONNECTION FOR EACH 250 GALLONS PER MINUTE REQUIRED. AT A MINIWJM, A 2 J"X2 J"X4" FIRE DEPARTMENT CONNECTION SHALL BE PROVIDED. 19. APPLICANT SHALL COORDINATE POINT t)F COMECTION 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: • 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 BEARING AREA TEE OR PLUG BEARING AREA (TYP). I CROSS WITH VALVE INTERNATIONAL 75-410 Gerald Ford Drive, Suite 100 Y MO NNEY Palm Desert, CA 92211 CITY ENGINEER Phone: (760) 346-7481 - MBAKERINTL.COM R.C.E. No. 49418 0/15/20 DRAWN DESIGNED ORRIKE ORRIKE MICHAEL TYLMAN RCE NO. C43090, EXP. 3/31/2022 DATE: SCALE As NOTED CHECKED RV THRUST BEARING AREA T/ \� X BEND (14 BARS �J (EPDXY COATED) / 100K - HOOK HOOK ENDS 6" MIN. VERTICAL BEND CONSTRUCT SYMMETRICAL AROUND PIPE 12" MIN. 8" MIN. THRUST BEARING REDUCER AREA CONCRETE THRUST BLOCK E ` 2 - B4 REBAR 6• • CONCRETE • - THRUST "�• 6. BLOCK SECTION THRUST BLOCK DETAILS CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET PRIVATE ON-SITE UTILITY IMPROVEMENT PLAN 5 DATE o zpzd SILVERROCK RESORT QF 5 SHEETS PENDRY LIFESTYLE HOTEL DWG. NAME EXP. 09/30/22 DETAIL SHEET JOB NUMBER 161176 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, ME & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE NO. DATE SEPTEMBER 2020 FOR SILVERROCK DEVELOPMENT COMPANY, L.L.C.