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SW2020-0002
O 42ND o AVE C 1181 O w z Dunes 0 a R ¢ Q p a 3 3 F h w MILES 0 Indian Wade Le 101 /_ -F"FaF "IC92._y R/W RIGHT—OF—WAY ASSY. ASSEMBLY �y 111 h, W on X y Indlo a soTH � AVE 52ND AVE 54TH AVE VICINITY MAP GO 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 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 WATER MAIN (NOT A PART) - -- SEWER MAIN (NOT A PART) - - AIR / VAC ASSEMBLY SEWER LATERAL STORM DRAIN SD CENTERLINE PROPERTY LINE LINE -- CURB PAVEMENT EDGE SEWER MANHOLE O WATER VALVE WI WATER METER SEWER CLEANOUT 0 BLOW -OFF ASSEMBLY O FIRE HYDRANT Goa TEE WITH 3—VALVES BEND (SIZE & DEFLECTION) SECTION LINE, 1/4 SECTION LINE FORCE MAIN — EX. GAS DETECTOR CHECK ASSY PIV/FDC ..., BACKFLOW PREVENTER ITN-71 DOMESTIC WATER METER 0 POST INDICATOR VALVE O THRUST BLOCK 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 P R I VAT E 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 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 i 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" CONFECTION 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 THRUST 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 POINT OF WATER SERVICE CONIECTION TO BUILDING; SEE PLUMBING PLANS EA 15 FURNISH AND INSTALL 1" PVC SCH. 40 WATER SERVICE (INCLUDING BENDS AND FITTINGS) EA 4 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 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 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 MOFDAY—FRIDAY 7:00 AM TO 5:30 PM MAY 1ST TO SEPTEMBER 301 MONDAY—FRI DAY 6: GO AM TO 7:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD, AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11, ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1—ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON —POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. PAVING NOTES SEWER CONSTRUCTION NOTES UNIT QUANTITY O1 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 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND ACCEPTED. 2. A SEPARATE PERMIT IS REQUIRED FOR ALL EXCAVATIONS WITHIN EXISTING ROADWAYS AND TRAVELWAYS. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED, AND LIGHTED IN CONFORMANCE WITH THE CALTRANS "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WCRKZONES" 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 CURSES 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—lH" 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. FEW 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 FEW 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 JJ ll1J�s ��/ o DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG rW TOLL FREE TELEPHONE: 811 A PUBLIC SERVICE EL UNDERGROUND SERVICE ALERT BENCHMARK: CTYOFIAQUINTA BMW430-Deaaiollan1112*COPPERWELD M"NUMENT,STAMPED•LSaiFLUSH ATTHE CENTERUNE INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. ELEVATION =5A67'(NAVD88) ELEvanoN=3216'(NGVOzeI PROJECT ELEVATION AT BMN430 (To obtain Proleot Elevatbna to Ni Dai Subo-acl T554' ho.Nedii... ah.). (To obtain Project ElavatbnamrvcvDzO, Add 0sa7 to me (Toeiaobtain Poect ELEVATION=3,903' BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED �N THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY BY THE LINE BETWEEN USC&GS STATIONS LA QUINTA CS2005 (P491) AND COLLEGE OF THE DESERT (COTD), (POSITIONS PER NATIONAL GEODETIC SURVEY, NADI EPOCH 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS BEING N.40'16'30.20"W. Q oFEsslp� F� 7 I N T E R N A T I O N A L w m No.Ca3we $ 75-410GeraldFoMOrive,Suite100 * * Palm Desert, CA 92211 u' clov, ? Phone(760)346-7481 MBAKERINTL.COM 9rP OF CAUIF�R�\ 'gyp,"_�-'I A' 70/15/20 MICHAEL TYLMAN RCE NO. C43090, EXP. 3/31/2022 DATE: APPROVALBY CITYOF LAOUINTA DATE /O 1 _ j � BRY WKINNEY CITY ENGINEER R.C.E. NO, 49418 EXP. 09/30/22 CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 5 OF SHEETS PRIVATE ON -SITE UTILITY IMPROVEMENT PLAN SILVERROCK RESORT PENDRY LIFESTYLE HOTEL TITLE SHEET LOCATED WITHIN SW 1/4 OF SEC. 5 8 NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., $.B.B.M M. DWG. NAME FILE N0. DATE BY DESCRIPTION APP'D DATE DRAWN ORRIKE DESIGNED OR Joe NUMBER JOB 161178 R E V I S 1 0 N S SCALE AS NOTED CHECKED RV GATE SEPTEMBER 2020 FOR: SILVERROCK DEVELOPMENT COMPANY, L.L.C. SW Lol-o-oo02 WATER LINE DATA TABLE NO BEARING/DELTA LENGTH NOTE 1 N33033'19"E 32.36' 4" PVC C-900 2 N14016'59"E 113.03' 4" PVC C-900 3 N75043'01"W 52.11' 4" PVC C-900 4 N84022'12"E 128.58' 4" PVC C-900 5 N61052'12"E 213.56' 4" PVC C-900 6 N73007'48"W 84.11' 4" PVC C-900 7 N16052'12"E 18.10' 2" PVC SCH 40 8 N16052'12"E 18.09' 2" PVC SCH 40 9 N61052'12"E 26.74' 2" PVC SCH 40 10 N32007'48"W 40.27' 2" PVC SCH 40 11 N28007'48"W 69.04' 2" PVC SCH 40 12 N28007'48"W 111.00' 4" PVC C-900 13 N16052'12"E 25.08' 4" PVC C-900 14 N49026'38"E 78.35' 4" PVC C-900 15 N28007'48"W 62.26' 2" PVC SCH 40 16 N05037'48"W 33.06' 4" PVC SCH 40 17 N05037'48"W 70.81' 2" PVC SCH 40 18 N05037'48"W 96.27' 2" PVC SCH 40 19 N75043'01"W 77.15' 4" PVC C-900 20 N53013'01"W 200.46' 4" PVC C-900 21 N37013'14"E 116.66' 3" PVC SCH 40 FIRE LINE DATA TABLE NO BEARING/DELTA LENGTH NOTE 22 N33009'07"E 42.78' 12" PVC C-900 23 N14016'59"E 106.76' 12" PVC C-900 24 N75043'01"W 33.41' 12" PVC C-900 25 N84°22'12"E 127.08' 12" PVC C-900 26 N61052'12"E 209.57' 12" PVC C-900 27 N05037'12"E 55.62' 4" PVC C-900 28 N28007'48"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 N49026'38"E 110.59' 6" PVC C-900 32 N28007'48"W 61.11' 4" PVC C-900 33 N05037'48"W 75.38' 4" PVC C-900 34 N05°37'48"W 18.10' 6" PVC C-900 35 N14°16'59"E 49.88' 4" PVC C-900 36 N19°28'01"W 26.34' 4" PVC C-900 37 NOT USED - - 38 N53013'01"W 35.63' 4" PVC C-900 39 N14°16'59"E 17.96' 6" PVC C-900 40 N75°43'01"W 94.35' 12" PVC C-900 41 N53013'01"W 204.03' 12" PVC C-900 42 N28007'48"W 55.71' 6" PVC C-900 43 N18028'48"W 28.14' 4" PVC C-900 44 N18°28'481 43.56' 2" PVC C-900 SEWER LINE/CURVE DATA TABLE DO BEARING/DELTA RADIUS LENGTH TANGENT NOTE 1 N53°13'01"W -- 158.24' -- 8" SDR-35 2 32000'49" 442.00' 246.96' 126.80' 8" SDR-35 3 N61052'12"E -- 240.06' -- 8" SDR-35 4 N10036'41"W -- 41.05' -- 8" SDR-35 5 N31057'44"W -- 83.89' -- 8" SDR-35 6 N67°4O'33"W -- 103.41' -- 6" SDR-35 7 N28°07'48"W -- 56.81' -- 4" SDR-35 8 N28°07'48"W -- 48.66' -- 4" SDR-35 9 N05°37'48"W -- 20.78' -- 3" SDR-35 10 N05°46'50"W -- 92.46' -- 3" SDR-35 11 N09°40'07"E -- 86.53' -- 4" SDR-35 12 N15004'59"E 1 97.63' 4" SDR-35 S I LVERROCK WAY \ CONN X . BAC LOW Q Xoo CL ALIGNMENT 10+18.55 8' INE "A" \ 32+36.63 25.50' R (SILVERROCK WAY) \ \ � � • �, 610+36.59 , \ 13.78 Rlit EX. 18" DIP WATER MAIN >r PER S I L//ERROCK WO / WATER MAIN PLAN SET\ CT TO ZX. WATER METERS \ 3.34 INE "A"= \ 2 50.7 V 20.34' R (SILVERROCK WAY) �. / UTILITY CROSSING ;10+45.69 16 ' / I 19.90BOT N 18.0P 18" SID E I _♦ / I cN C:)N UTILITY CROSSING - 4:-19.90BOT 4" W c / 3 ro C)N I 18 3 18.83TOP 18" SD o UTILITY CROSSING 4 I `� / 31 16.81TOP 8" S I UTILITY CROSSINGF CO (� 17.9960T 18 SD o o 20.82 BOP 4" W & \ Q // UTILITY CROSSING 3 18.18 TOP_3%S I F o / 21.2060P 4 W & 12 FIRE 11+46.19 �/ 17.40TOP 24" SD 2 o H 13+50.65 Q ^ 10+52.11 UTI 1. BTY SSING DW L I E / , UTILITY CROSSING C)17.26INV 16 `� 4TOP F RE & W 11+58.72 LINE A"= �Q 16.86TOP 8 S 11+17.0 10+00.51 " „ " » 10 12 / 31 17.97BOT 18" SD 4 11+51.19 7 10+86.41 6 2 10+00.00 LINES B & C co q SMH#3 4 UTI TY CROS ING (3) z 14+05.20 22. BOP 4" IRE Q ° / 5 25.93RIM 3 11+80.69 - - 15' 7TOP 8" S 1~ 16.27INV IN E 16 3 ® w� UTILITY CROSSING J Q / � 4 11+�� �� "� `� 2 3 15.28gOP 8LES ,', 4 - UTILITY CROSSING I ° // \ f\ f 2 11+91.82 - 25 1 SS=O.0092 "' 1 � 10+16.73 7 21.25BOP 6" W DW L E 3 11+62.20 '- S S �- S 11 13 D 34 15.20TOP 8 S ,Q /� �0M \f� /SS L I NE B U 6 13+00 - �� 1 ^ 3 10+77.15 16 °M f ° S-1- 1g SEWER CONSTRUCTION NOTES 1O FURNISH AND INSTALL 8" SDR-35 SEWER (INCLUDING BENDS AND FITTINGS) O2 FURNISH AND INSTALL 6" SDR-35 SEWER (INCLUDING BENDS AND FITTINGS) O3 FURNISH AND INSTALL 4" SDR-35 SEWER (INCLUDING BENDS AND FITTINGS) ® FURNISH AND INSTALL 3" SDR-35 SEWER (INCLUDING BENDS AND FITTINGS) O5 FURNISH AND INSTALL 48" DIA. MANHOLE PER CVWD STD. DWG. NO. S-5 © FURNISH AND INSTALL CLEANOUT TO GRADE \ 18 3 ,2J • A5 FP Isg' 1 F ° UTILITY CROSSING\ k 4 M » 00 °p �f 23.OBOP ELEC & TELE 3 \ ' 21.2 BOP 6 ^ 40 / �°M 14+0 15.4 » UTI ITY C OSSIN rn 11+ 10+94.38 Q / °pM 17.22TOP 8 S ° 1 .78INV UTIL T�P CR SI 31 17. BOP 8 SD 5.00IN 14.37IN'V6 5 ° UTILITY CROSSINGS / S UTILITY C OWN \ 3o »15. 4TOP S �+LJ f 23.OBOP ELEC & TELL � 21.2 OP 6 W UTILI Y CRO SING Z 21460P 0 \ S �O O / 22.5TOP 4" W & 12" FIRE ° 6 4 19.44 OP 18 SID 1.3060P 2" W SER .� 2 .4TOP "FIR M /Z \� ��92 V / 12+64.51� �_ S ❑ ILIT C 16.10 OP 8 UTILITY CROSSING 1 >>x / 4 °pM 0 3" S ❑ G rOS `�' 23.05BOP 4" FIRE UTILITY CROSSING F SMH#2i\ �� Op , / UTILITY CROSSING � � 21.75BOP 18 SD � + S. �) / UTILITY CRO IN 21.70BOT 4 FIRE 27.30TC0 1 11 0 1 SD 21.3 OT 2 W 22.05TOP 18 SD o, 1.1 57.95 gyp, 23.1860P 2" W SERV. S » r' © 20.00INV � 19.8 OP 18" SD 15.19TOP 4` S 5 25.05RIM �(/ 18.30TOP 8 S _ p , 18.59TOP 8" S= UTILITY CROSSING 14.00INV IN W / nul/� T ��c „ Q „ 12 13+03.82 .21\UTILITYTCROS�TR6 __ �� �2 _ UTILITY G sn 3 24.OBOP GASH ,, 13.90INV OUT E 24.1 B S 11T T I TY CROSS T NG ° _ \ , ,,, 0 N -I� w J Q U un L11VL u u S lb. '1NV � r=f_, -"ems » 16.91TOP 18 SDI 1 A 21.8TOP 2 W BOP GAS 22.OTOP 4 FIRE � UTILITY CROSSINGD �� D=27 • N y-20.40BOP 3 W 7 13+40.12 9 13+06.82 0,6 1 �o UTILITY CROSSING ,c P A UTILITY CRO SIN 16.4 P 4 S 3 16.68TOP 8"S , S o 17.29TOP_4 S/ 18 24.04B 4 SD UTILITY CROSSIN UT ITY CROS ING F �k o „ " " UTILITY CROSSING 13+94.26 13+55.11 ^\ k00 0 18.33BOP 18 SD A 21.8TOP 2 23.7860T 4 SD .1060P 4 D y ,20 10 0 20 40 60 \ - 78.37 4 15 4 �`' 1 ° 16.96TOP 4" S 1.73TOP FIRE 23.35BOP 6 SD UTILITY CROSSING �' 20;7TOP 3" W c +84.79 �- UTILITY OSSIN 24.9BOP GAS cOy UTILITY CROSSING y s y , ftftft` \` �M . 1 7.11INV 34 23.18BOT 2 W s ° 23.4BOP TELL _ \ UTILITY CROSSING \ `3 2p, UTILITY CROSSING / moo_ , 20.08TOP 18" SD 18.90TOP 4" S 8 22.4TOP 4" FIRE \ s 23.OBOP GAS` SCALE. 1 "=20' c UTILITY CROSSING / UTILITY CROSSING UTILITY CROSSING 19»£ 25.6BOP GAS 21.57BOP 4" S / c6, UTILITY CROSSINGS °� 5 s 23.89BOT 4" SD 21.7BOP ELEC SDI 189 M-23.3TOP 4" FIRE N1 22.3260P 4" Wj V, 23.8860T 4 SD 20.7TOP 3 W `� 40TC0 44 ` 20.57TOP 18 SD �0 �� �' & 6" FIRES �' / 3 19.26TOP 4 S ° ti \s 18 22TOP 4 S TILITY CROSSING 14+05.44 UTILITY CROSSING S' UTILITY CROSSIN 27.10TC 6 UTILITY CROSSING �o °� 23.3BOP GAS 4VATER 6�2° 4 25.6BOP GAS 22.53BOT 6" W 17;55TOP 8 S 20 24.860P GAS M 17.45TOP 4 $ 6 / 19.OTOP 8" S '18. 9TOP 8" S UTILITY CROSSING U W CROSSIN » 2710TC0 6 ti CONSTRUCTION NOTES 18.66INV d ` \ � � 3 c� mod' UTI ITY CR» SING �0 22.3260T 4 ��W �r.OBOP GAS 22.5TOP 4 FIRE \ Z UTILITY CROSSING „ 0 UTILITY CROSSING' 22.5 OT 6 17.76TOP 18 SI) � 22.6T UTILITY CROSSING � 23.2660P 4 SD , O FURNISH AND INSTALL 12 PVC C-900 FIRE MAIN WITH MINIMUM 48 COVER S s _ » UTILITY CROSSING ❑ °� N �24.660P GAS � 20.50 P 18 �JTILITY CRAP 23.5BOP TELL 0 � 22.8TOP GAS , (OR APPROVED EQUAL) UTILITY CROSSING 22.32BOT 6 FIRE " o S „ i 24.1460T 4 SD �� FF � 5 �� �� p S 22.3TOP 2 W S 17.78TOP 18" SD 22.5TOP 4 FIRE �'p q,Q ti O FURNISH AND INSTALL 4 PVC C-900 FIRE LATERAL WITH 48 MINIMUM jFEs l�� 22.9060P 2 W SERV . 0 22.6TOP 2 W \ 0 NOy 8 ( ) � UTILITY CROSSING q, ❑ s UTILITY CROSSING � I 0 A v' COVER OR APPROVED EQUAL YLe S 22.2560P 2" W ❑ �6'` 18.95TOP 8 S 25.360P GAS O� O�� yIN yFC' qNS » 21.69TOP 4 SD 7.60TC0 UTILITY CROSSING 30 N N 6 TI 27. 0 3 FURNISH AND INSTALL 4 PVC C-900 WATER MAIN WITH 36 MINIMUM COVER P F\27 NO rEL " 2 6 ❑ 22.9060P 2" W SERV . 22.9TOP 4 W Q�.��� �2 \ �I�OION 23.8 6 , O OR APPROVED EQUAL q�, 2 UTILITY CROSSING S, 9.73INV GB 0 FUTILITY CROSSING S� NO ( ) 24.81BOP 4" SID \ �49 0 1 13+91.06 9 18.02TOP 18 SD 25.2BOP GAS S LZ�\F %2�2� .1 sd \ O4 FURNISH AND INSTALL 2" PVC SCH. 40 WATER SERVICE WITH 36" MINIMUM 19.90TOP 6" S UTILITY CROSSING 23.4TOP 6 FIRE ��N ��pN PO 8 COVER OR APPROVED EQUAL \ „ „ UTILITY CRO ING S UTILITY CROSSING � �� 24.8BOP GAS /� '`�� P O�N�G NG Q � s� � \ \ \ ( ) 23.3760P 4 FIRE \22.5TOP 2 W , G ��Z \� O FURNISH AND INSTALL 3 PVC SCH. 40 WATER SERVICE WITH 36 MINIMUM 24.7BOP GAS 19.12TOP 8" S 3 i FO `LN / q �0 6' S UTILITY CROSSING \ Z��` v, sd 18 0 COVER (OR APPROVED EQUAL) 23.7060P 2" W \ UTILITY CROSSING UTILITY CROSSING 3 5 o „ \S „ 3 24.5160P 4 SD o O FURNISH AND INSTALL 4 PVC SCH. 40 WATER SERVICE WITH 36 MINIMUM 19.65TOP 6 S 1 23.3760P 4 FIRE D�&s " 22.67TOP 2" W � � � G � S COVER (OR APPROVED EQUAL) D\ MH#4 18.26TOP 18 SD o �S F 4.82 \ UTILITY CROSSING �cP Q�'P o� 5 �`' F O �, // ,� �\ ��, sd 0� q�' 7 FURNISH AND INSTALL 6" WET BARREL SUPER FIRE HYDRANT WITH (1) 4" \S 2 53RIM � 18.46BOP 8 ,S- - cP 0 PSG ��G gyp\ SIT Doti yA� CONNECTION AND (2) 2.5" CONNECTIONS PER DETAIL ON SHEET 3 NV IN S&W 'o s b 18 17.00TOP 4" SD FF. G�� 0�\' Q yIN '�FOj qNS \ \ 17.4 NV OUT E FF=2 7.52 , 27.10TC0 `'������� 14 15� s� 6�I�OION O8 CONNECT FIRE LATERAL TO INTERIOR FIRE RISER WITHIN BUILDING. SEE PL TO BE SUP SEDED UTILITY CROSSING \ o / 22.60INV 6 �� / ING ARCHITECTURAL PLANS. » PAD=27.1 > 22.05BOP 4" SD 27.00TCO � _ TILITY CROSSING o � .M U Y CROSSING < FURNISH AND INSTALL 6" PVC C-900 FIRE LATERAL (INCLUDING BENDS AND \S 19.33TOP 8 S 6 18.68INV 0 �d 8 UTILITY CROSSING - 25.0160P 4 SD 6860P 6 SD ' FITTINGS) ILD s i 20.76TOP 4 9 S i 47TOP 4 5 W Q ,� 4.960P GAS q F � _ _ ° -c� LU 49TO 4" S UTILITY CROSSING r r _ A 10 INSTALL 4�� GATE VALVE �O� 24.63BOP 6 SD 7� r I j�FN� 'u" I 11 INSTALL 12" GATE VALVE V \ Q� �� h� -� S 22.64TOP 6 FIRE rr ) \\ / �'�FSTYQy < p 'v' 12 INSTALL 4"X4"X4" TEE s �o row s °\s J,\ i �5 %rL��.'1 �i 15 F e� » \f� f� i �� �F �� '� 0 i /`` A,9� 2i /,/0 y 13 INSTALL 12 X 12 X 12 TEE s \ \ G1 \ • s U J » ° '^d \ �O o� �' QP i S/ \ 2j 2 F� ' 14 INSTALL 6 45 BEND WITH THRUST BLOCK �7i \ o o i coy 7 Z \ » ° 15 INSTALL 4 45 BEND WITH THRUST BLOCK UTILITY CROSSING s� n 5� / J 16 INSTALL 4" 22.5° BEND WITH THRUST BLOCK ��•s y0 18.73BOP 6" S rx / \ » 18 INSTALL WALL -MOUNTED FIRE DEPARTMENT CONNECTION. SEE DETAIL ON 17.90TOP 6 SD / s r 7 c \ \ s� �/ U LITYPCRROSSING SD SHEET 3 AND ARCHITECTURAL PLANS. � A . r I \ \ �� �o 4.49B0 SD / U 0 POINT OF WATER SERVICE CONNECTION TO BUILDING; SEE PLUMBING PLANS 3 22.23 P 4 W / s� UT TY CROSS G INSTALL 4" FDC PER RIVERSIDE COUNTY FIRE REQUIREMENTS \ �o� .4260 SD q sn 22. OTOP 6IRE � o Q 6 INSTALL 12" 22.5° BEND WITH THRUST BLOCK � \ / 5 7 UTILIT OSSIN �� ` INSTALL 12" 45° BEND WITH THRUST BLOCK \ 3 1 6 6 15 OP 4 s� s \ 9 INSTALL 12"X4" PVC REDUCER 19. 19.60T0_ FIRE MATCH LINE - SEE SHEET 4 30 I NSTALL POST INDICATOR VALVE PER DETAIL ON SHEET 5 MATCH LINE S E E SHEET 5 31 CONSTRUCT 2-SACK SLURRY BACKFILL BETWEEN UTILITY PIPES PER DETAIL ON SHEET 5 34 INSTALL FIRE HYDRANT LOCATION MARKER PER RIVERSIDE COUNTY FIRE DEPARTMENT DETAIL TP 06-011 f� �7 BENCHMARK: BASIS OF BEARINGS: APPROVAL BY: CITYOF LAQUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T CITY OF LA QUINTA BM #430 - Description: 1 1/2" COPPERWELD Michael _ DR_(� THE BEARINGS SHOWN HEREON ARE BASED pFESS/ MONUMENT, STAMPED "LS98",FLUSH ATTHE CENTERLINE Q� D�Vq PRIVATE ON -SITE UTILITY IMPROVEMENT PLAN INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON THE CALIFORNIA COORDINATE SYSTEM, ��� T A N 4( !'�� �nT ELEVATION = 5.467' (NAVD88) CCS 83, ZONE 6, AS DETERMINED LOCALLY O �0 NF9 2 ELEVATION = 3.216' (NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA o� - z I N T E R N A T I O N A L 9/8/22 S I L V E R R O C K RESORT 5 DIAL TWO WORKING ; OF SHEETS BEFORE // DAYS BEFORE PROJECT ELEVATION AT BM#430 QUINTA CS2005 (P491) AND COLLEGE OF � fVo.6o132 M 75-410Gerald Ford Drive, Suite 100 BRYAN McKINNEY DATE PENDRY LIFESTYLE HOTEL DWG. NAME YOU DIG I,I� YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract1.564' THE DESERT (COTD), (POSITIONS PER * * Palm Desert, CA92211 CITY ENGINEER 10 R.C.E. N0. 49418 EXP. 09/30/24 from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83, EPOCH sI, C/V\l �Q Phone: (760) 346-7481 - MBAKERINTL.COM PLAN SHEET TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687' to the 201100) AS SHOWN ON THE NATIONAL 'gTFOF l�FDRAWN ORR/KE DESIGNED ORR/KE JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE N0. . DATE BY DESCRIPTION APPD DATE A PUBLIC SERVICE BY elevations shown). CA 08 22 2022 UNDERGROUND SERVICE ALERT GEODETIC SURVEY PUBLISHED DATA SHEETS SCALE CHECKED DATE FOR: ELEVATION BEING N.40°16'30.20"W. R E V I S 1 0 N S JOHN D. TANNER III RICE NO. 60132, EXP. 3/31/2024 DATE: AS NOTED RV AUGUST2022 SILVERROCK DEVELOPMENT COMPANY, L.L.C. WATER LINE DATA TABLE SEWER LINE/CURVE DATA TABLE ® BEARING/DELTA LENGTH NOTE ® i 2 3 BEARING/DELTA RADIUS LENGTH TANGENT NOTE 1 N33'33'19°E 32.36' 4" PVC C-900 N53'13'01"W - 158.24' 8' SDR-35 2 N14'16'59"E 113.03' 4" PVC C-900 32'00'49" 442.00' 246.96' 126.80' 8" SDR-35 3 N75'43'01"W 52.11' 4" PVC C-9DO N61'52'12"E - 240.06' - 8" SDR-35 4 N8422 WE 128.58' 4" PVC C-900 4 5 6 7 N10'36'41"W - 41.05' - 8" SDR-35 5 Ni 213.56' 4" PVC C-900 N31'57'44"W - 83.89, - 8" SDR-35 6 N73'07'48°W 84.11' 4' PVC C-900 N67'40'33"W - 103.41' - 6" SDR-35 7 N16'52'12°E 18.10' 1 2" PVC SCH 40 N28°07'48°W - 56.81' 4" SDR-35 8 N16'52'12°E 18.09, 2° PVC SCH 40 8 9 N28'07'48'W - 40.66' -- 4" SIXR-35 9 N61'52'12"E 26.74' 2" PVC SCH 40 N05'37'48'W - M.78' 3" SDR-35 10 N32'07'48°W 40.27' 2" PVC SCH 40 10 N05'46'S0"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-9UU 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 N05'37'48'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 N14'16 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 N28'07 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 N19'28'O1"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 N28'07'48"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' 12+ 0 Sep 4 12+64.51 17.80]NV m, 4 17.35INV ,n \� ` \ - \ / II \% � ^p ;Rj��. / SILVERROCK WAY �J\ CONNECT TO .EX.78 BACKFLOW \CL ALIC4'ldENT \\% (0+18.55 V3.78' 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 'WATEJR MAIN PLAN SET £*CT TO,eX. WATER METERS "\ 3.34 kIE 'A"= \\ V 2 50.7 20.34' R ( SIL V , 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� 19.9GBOT 4 W & 4 , !� r� 18.8 TOP 18 SD ITY CROSSING F I 7BOP 8 SSO SSING 4 11+35.19 cR( i 4 W 2 11+46.19 11 1 24 sD w 13+so.651 1 10+52.11 CROSS11417.26INV 16 DW LINE "A " 11+53.87 11+58.72 LINE °A"=8"S 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 _ rep 3 24 10+16.73 7 UTILIT' vAc S=0.0040 I 1 00 ) 15.56T1 S S -S u IS S 13+00 - � S 1 w^ 19 UTILITY CROSSI ^ 4011+97 01 UTILITY CROSSING "•"` UTILITY CROSSING. 1{[jLITY CROSSING " UTILITY CROSSING ti SAWi#2 97 ,7 • "`- 1.30BOP 2" W SERV. 21,16BOP 18" SD UTILITY 2° W SERV. 2 27 30T Y9.00BOP 3" S w 3 + 7 95 v �f' UTILITY CROSSING 11. S1T o/ 18.59TOP S S / s 21.70BOT 4" FIRE ©23.80INY 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 I, FF=27 s2 INR 7 13+40.12 6 1 w _ UTILITY 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 49BOP 4" S. - 18 i .1 I ^ UTILITY CROSSING ,� 16.$8T 8"S ���"�. 1 �; UTILI?7� CROSSING 13+55. 11 ,0 17.47TOP 18" SD r .. / f/ 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& ?TOP 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 'v y+ ^ / a 18.64T ^4.. S 27.40TC0 `'�_ -.._ 23.10IN A 4'� �i _ --- SA• > ^._� � ... / � ,, � FURNISH AND INSTALL 8" SDR-35 SEWER (INCLUDING BENDS AND FITTINGS) ( ) UTILITY CROSSING. 'UTILITY CROSSING ^- _ �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) 18.89TGP 8° S + I. - I , 18.75TC4 8 S FURNISH AND INSTALL 3" SDR-35 SEWER (INCLUDING BENDS AND FITTINGS) CIF j s g 2 0 �� i /� w �` y �5 FURNISH AND INSTALL 48° D[A. MANHOLE PER CVWD STD. DWG. N0. S-5 ., ,,44�� fSTy�PY r 6� "Y OR �� x.. `� o ©FURNISH AND INSTALL CLEANOUT TO GRADE F LE F,27 k0 e?`OUTGO UTILITY CROSSING '' ,�1; .V`l� cJ`L ., �- `. j I,� " II�i \ ^^�f 27. TCO 6 PAD '52 T „ 6 19 731Hv GB �o zz.so60P z" w sERv. ES ,2� ;, t �' 23.eo WATER CONSTRUCTION NOTES .. o zF F t.. /I /' ...... .7I SI .h�,t' S y 1 13+91.06 18.95TOP 8 S ) u V' FP PQ��' '+.' + +; ,.� % O`.. ._. / \. �\., .\ 8 1 FURNISH AND INSTALL 12" PVC C-900 FIRE MAIN (INCLUDING INCLUDING BENDS AND 19.65TOP 6 i t 1 UTILITY OR ".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-900 WATER MAIN (INCLUDING BENDS AND FITTINGS) •�"�� ��' .� 111 4 FURNISH AND INSTALL 2" PVC SCH. 40 WATER SERVICE (INCLUDING BENDS AND FITTINGS) 27.532I10 ;� _ I N 18.59INV ] S&W� ,, �, "+�-� /,' '"� r /' 1 �•so,^ \� A` ��'/ �,% r f"?' 5 FURNISH AND INSTALL 3" PVC SCH. 40 WATER SERVICE (INCLUDING CMS AND FITTINGS) 18:491NV OL)T E • O - • I i \ n `� I� ",( \' 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'OTCO , FF=27.52 , 27.10TC0 / ! `^^ a / V (2) 2.5° CONNECTIONS PER DETAIL ON SHEET 3 o PAp-2 . •1- 6 22. 60 WV , " Z I _� // �,N �� ,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 ✓,dof /i �. ,•\ - ,. ,. 1F�FF � qti „,.. '' �.-� ! e / � FSTY< r` `N ' 11 INSTALL 12" GATE VALVE 1 INSTALL 4°X4"X4' TEE >Jt/,,� 1 INSTALL 12"X12"X12' TEE S 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 THRUST BLOCK 17.90TOP 6" SD - �� . v - 1 INSTALL WALL -MOUNTED FIRE DEPARTMENT CONNECTION. SEE DETAIL ON SHEET 5 AND s _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 ° ',% ^ �' 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 BMW430-D.Iptlan:llrz•COPPERWELD E BEARINGS SHOWN EREON ARE BASED �I� MQNUMENT,STAMPED TS-9e•,FLUSH AT THE CENTERUNE � EARTHE NGSISHOWN COORDINATE SYSTEM, OFESS/MichaelBakerPRIVATE ON -SITE UTILITY IMPROVEMENT PLAN ELEVATION 5.OFAVENUE54 AND JEFFERSON STREET. R SILVERROCK RESORT o ELEVATION=5.216'(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 BM0430 QUINTA CS2005 (P491) AND COLLEGE OF No.G0o50 75-410Gerald 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 DESERT (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 obtain Project EievatbnsinNGVD29,Add 0.68Ttothe 2011-00) AS SHOWN ON THE NATIONAL DRAwN DESIGNED dOB NUMBER FILE N0. A PUBLIC SERVICE BY ekvabans shovm). DATE BY DESCRIPTION APP'D DATE qrF OF CALIFOP� '���'��'-� 10/15/20 ORR/KE ORR/KE 161 n8 LOCATED WITHIN SW 1/4 OF SEC. 5 k NW, 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 =3.908 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. DW LINE f 1 / V/ 1 LM M M M M M 001111111101111010 K 10+,00.00 ` EX. H IN \ PIPE CENTERED TRENCH WIDTHS \ PIPE DIA. MIN. -MAX \ 8" 30"-45" \ 12" 36"-49" \ 18" 42"-56" \ 24" 48"-62" PAVEMENT SECTION AND/OR NATIVE SOIL OR SELECT MATERIAL PLACED IN 8" LIFTS (LOOSE) AND COMPACTED TO AT LEAST 95% COMPACTION PER ASTM D1557 OR AS PER THE LOCAL GOVERNING AUTHORITY TRENCH/BACKFILL TO BE IN COMPLIANCE WITH NFPA 24 SECTION 10.9.1 AS AMENDED BY CFC CHAPTER 80. BACKFILL SHALL BE WELL TAMPED IN LAYERS OR PUDDLE UNDER AND AROUND PIPES TO PREVENT SETTLEMENT OR LATERAL MOVEMENT. BACKFILL SHALL CONSIST OF CLEAN FILL SAND OR PEA GRAVEL TO A MINIMUM 6" BELOW AND TO A MINIMUM OF 12" ABOVE TO PIPE AND SHALL CONTAIN NO ASHES, CINDERS, REFUSE, ORGANIC MATTER, OR CORROSIVE MATERIALS. OTHER BACKFILL MATERIALS AND METHODS ARE PERMITTED WHERE DISIGNATED BY A REGISTERED PROFESSIONAL ENGINEER AND APPROVE BY THE ENFORCING AGENCY. 6" MIN. PIPE TRENCH/BACKFILL DETAIL \ \ \ N.T.S. MATCH LINE - SEE SHEET 4 SEWER IMPROVEMENTS PER SEPARATE PLANS WATER IMPROVEMENTS PER SEPARATE PLANS WATER CONSTRUCTION NOTES FURNISH AND INSTALL 12" PVC C-900 FIRE MAIN WITH MINIMUM 48" COVER (OR APPROVED EQUAL) FURNISH AND INSTALL 4" PVC C-900 FIRE LATERAL WITH 48" MINIMUM COVER (OR APPROVED EQUAL) FURNISH AND INSTALL 4" PVC C-900 WATER MAIN WITH 36" MINIMUM COVER (OR APPROVED EQUAL) FURNISH AND INSTALL 2" PVC SCH. 40 WATER SERVICE WITH 36" MINIMUM COVER (OR APPROVED EQUAL) FURNISH AND INSTALL 4" PVC SCH. 40 WATER SERVICE WITH 36" MINIMUM COVER (OR APPROVED EQUAL) FURNISH AND INSTALL 6" WET BARREL SUPER FIRE HYDRANT WITH (1) 4" CONNECTION AND (2) 2.5" CONNECTIONS PER DETAIL ON SHEET 3 CONNECT FIRE LATERAL TO INTERIOR FIRE RISER WITHIN BUILDING. SEE ARCHITECTURAL PLANS. INSTALL 4" 22.5` BEND WITH THRUST BLOCK INSTALL 4" 11.25' BEND WITH THRUST BLOCK INSTALL WALL -MOUNTED FIRE DEPARTMENT CONNECTION. SEE DETAIL ON SHEET 3 AND ARCHITECTURAL PLANS. POINT OF WATER SERVICE CONNECTION TO BUILDING; SEE PLUMBING PLANS INSTALL 4" FDC PER RIVERSIDE COUNTY FIRE REQUIREMENTS INSTALL 12" 11.25' BEND WITH THRUST BLOCK INSTALL 12" 22.5° BEND WITH THRUST BLOCK CONSTRUCT 2-SACK SLURRY BACKFILL BETWEEN UTILITY PIPES PER DETAIL ON SHEET 5 INSTALL FIRE HYDRANT LOCATION MARKER PER RIVERSIDE COUNTY FIRE DEPARTMENT DETAIL TP 06-011 SFWFR r.nNSTRI JC;TIC)N NOTF.q U FURNISH AND INSTALL 8" SDR-35 SEWER (INCLUDING BENDS AND FITTINGS) O3 FURNISH AND INSTALL 4" SDR-35 SEWER (INCLUDING BENDS AND FITTINGS) ® FURNISH AND INSTALL 3" SDR-35 SEWER (INCLUDING BENDS AND FITTINGS) O5 FURNISH AND INSTALL 48" DIA. MANHOLE PER CVWD STD. DWG. NO. S-5 © FURNISH AND INSTALL CLEANOUT TO GRADE FIRE LINE DATA TABLE NO BEARING/DELTA LENGTH NOTE 7 N53`13'01"W 204.03' 12" PVC C-900 8 N30°43'01"W 87.63' 12" PVC C-900 9 N08°13'01"W 63.15' 12" PVC C-900 10 N01°52'32"E 194.05' 12" PVC C-900 11 N81'46'59"E 41.86' 4" PVC C-900 12 N80'37'48"W 40.72' 4" PVC C-900 13 N58°07'48"W 26.97' 4" PVC C-900 14 N31°52'12"E 5.00' 4" PVC C-900 15 N88°07'28"W 20.52' 6" PVC C-900 16 N88'07'28"W 61.55' 4" PVC C-900 17 N20'37'28"W 5.85' 4" PVC C-900 x O \ \\r SEWER LINE/CURVE DATA TABLE NO BEARING/DELTA RADIUS LENGTH NOTE 1 N36°52'42"E -- 147.82' 8" SDR-35 2 N53°13'01"W -- 158.24' 8" SDR-35 3 N01°52'32"E -- 183.37' 8" SDR-35 4 55`05'33" 210.00' 201.92' 8" SDR-35 6 N50°19'02"E -- 47.74' 4" SDR-35 7 N65°08'33"E -- 76.20' 4" SDR-35 8 N81°49'01"E -- 29.83' 3" SDR-35 SUPER FIRE HYDRANT \ N.T.S. 20 10 0 20 40 60 SCALE: 1"=20' M �7 BENCHMARK: BASIS OF BEARINGS: APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T A— T I I _ CITY OF LA QUINTA BM #430 - Description: 1 1/2" COPPERWELD Michael _ � � ��rl THE BEARINGS SHOWN HEREON ARE BASED pFESS/ U'd��IL�I MONUMENT,STAMPED"LS-98",FLUSHATTHE CENTERLINE Q� ONqPRIVATE ON -SITE UTILITY IMPROVEMENT PLAN INTERSECTION OF AVENUE 54 AND JEFFERSON STREET. UPON THE CALIFORNIA COORDINATE SYSTEM, ��0 TAN !F 3 ELEVATION = 5.467' (NGVD29) CCS 83, ZONE 6, AS DETERMINED LOCALLY ��, �0 �F9 �I N T E R N A T I O N A L 9/8/22 S I LV E R RO C K RESORT ELEVATION = 3.216' (NGVD29) BY THE LINE BETWEEN USC&GS STATIONS LA o� z OF 5 SHEETS DIAL TWO WORKING c� BEFORE DAYS BEFORE PROJECT ELEVATION ATBM#430 QUINTA CS2005 (P491 ) AND COLLEGE OF No.60132 A 75 410 Gerald Ford Drive, Suite 100 BRYAN McKINNEY DATE PENDRY LIFESTYLE HOTEL YOU D I G YOU DIG (To obtain Project Elevations in NAVD88 Datum, Subtract 1.564' THE DESERT (COLD), ( POSITIONS PER * * Palm Desert, CA 92211 CITY ENGINEER D WG. N AM E a1Q R.C.E. NO. 49418 EXP. 09 30 24 from the elevations shown). NATIONAL GEODETIC SURVEY, NAD83 , EPOCH sI, C / V ��- �Q. Phone: (760) 346-7481 - MBAKERINTL.COM PLAN SHEET TOLL FREE TELEPHONE: 811 (To obtain Project Elevations in NGVD29, Add 0.687' to the 2011.00) AS SHOWN ON THE NATIONAL DATE BY DESCRIPTION APP'D DATE 9TFOF 1\F��� DRAWN ORR/KE DESIGNED ORR/KE JOB NUMBER 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& p; FILE NO. A PUBLIC SERVICE BY elevations shown). CA 08/22/2022 UNDERGROUND SERVICE ALERT GEODETIC SURVEY PUBLISHED DATA SHEETS SCALE CHECKED DATE FOR: ELEVATION BEING N.40"16'30.20"W. R E V I S 1 0 N S JOHN D. TANNER III RCE NO. 60132, EXP. 3/31/2024 DATE: AS NOTED RV AUGUST2022 SILVERROCK DEVELOPMENT COMPANY, L.L.C. 0 0 N C� CD N N N 00 20 10 0 20 40 60 \ PAVEMENT SECTION AND/OR \� NATIVE SOIL OR SELECT WATER CONSTRUCTION NOTES SCALE: 1"=20' ;.. �'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 LEASTD15% COMPACTION OATHE R 2 FURNISH AND INSTALL 4" PVC C-900 FIFE 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 WPA 24 SECTION 10.9.1 AS 6 FURNISH AND INSTALL 4" PVC SCH. 40 WATER SERVICE (INCLUDING BENDS ANDFITTINGS) 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 ARCHITECTURAL 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 0 W DNA" MATERIALS. OTHER BACKFILL MATERIALS INSTALL 4" FDC PER RIVERSIDE COUNTY FIRE REQUIREMENTS +� AND METHODS ARE PERMITTED WERE INSTALL 12" 11.25' BEND WITH THRUST BLOCK I EX.Mi PROFESSIONDISIGNATED BY A REGISTERED ��� A � 9.64 IN PROFESSIONAL ENGINEER AND APPROVE BY INSTALL 12" 22.5' BEND WITH THRUST FLOCK �(��, `� \ THE ENFORCING AGENCY. 3 CONSTRUCT 2 SACK SLURRY BACKFILL BETWEEN UTILITY PIPES PER DETAIL ON SHEET 5 V \ \ PIPE CENTERED EDIA. WIDTHS f PIPE DNA. 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. QS FURNISH AND INSTALL 48' DIA. MANHOLE PER CVWD STD. DWG. NO. S-5 SEWER IMPROVEMENTS ©FURNISH AND INSTALL CLEANOJT TO MADE 4F ,P -i4f SS LINE "A" � s 3 \iA� T ! 1b 1 00 IT..� �' UTILITY CROSSING 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 N53'13'01"W 205.fi2' 4' PVC C-900 2 N53'13701"W -- 158.24' 8" SDR-35 2 N30301 '4'"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 ND1'52'3YE 222.71' 4" PVC C-900 6 N50'19'02°E -- 47. 44' 4" SDR-35 5 N36"4C59"E 66.69' 2" PVC SCH 40 7 NI-- 76.20' 4" SDR-35 6 N81'49'01"E 43.38' 4" PVC SCH 40 8 N81'49'01"E -- 29.83' 3" SDR-35 I' -a' NO SIDEWALK 24.4480P 4 W & 12 :FIRE L AV _ 11.44TOP 8` S INSTALLED VARIESEND OF S EAC vED LSD' DREApE sctwrA«.L A _ SS LINE "B" , w� \ '\ n _ ra 1 INSER f1REnA 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 WB" It "C, 18 /' � •� P 022105 YEprICu cuRe ." n 25.06RIM 5 11.05INV IN NW 8: SE 10+47.61 �� \ �\ \ +65 V` V 10.951NV OUT tE n J; ���s `,V �. A A V - J UTILITY CRgssI t may-`"' 1 � •� A o b VALVE RA OR FELL MSiALUTO SEE STANDARD DRAWING W-17. 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/ly`�/ 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 Q ' 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. ¢fgINV ( ,/ r .o /` �� \ s a. c'�Auura auuDD 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 . 13.209OP 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 sruluwD nRAWius x-s r r1�T SUPER FIRE HYDRANT �I 4' 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 b � � i ) �� ?j ? F it 0 3+98.58 2�_j �,� (A y sa \ �\ j 11+63.06 '� ,. �> .� . if 8 0 4 11.601NV �.�'� �,�� / / p �� 6 V 5 0 4 n AMU 4+21.fi3 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 _ ,r r�. OJT N11 71IN�> H imM, ":1M�= mMINIM MOM OWN m mmmm m 0 _ 11 � MATCH LINE -SEE SHEET 4 BENCHMARK: BASIS OF BEARINGS. APPROVAL BY' OITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE STATE OF CALIFORNIA SHEET o CITY OF LA QUINTA BM W430 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 ! �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 l0 GF SWEETS BEFORE / DAYS BEFORE PROJECT ELEVATION AT BM W430 QUINTA CS2005 (P491) AND COLLEGE OF e: ND. c4B1190 75-010 Gerald Ford Drive, Suite 100 BRY MoKiNNEY PENDRY LIFESTYLE HOTEL �O YOU DIG N1 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 oNan Proje t Elevations in NGVD29, Add o.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 NI, NE & SE 1/4 OF SEC. B, T.6S.,R. E., S.B.B.k M. FILE N0. 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�TYLMAN RCE N0. C43090, EXP. 3/31/2022 DATE _ ,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 _ 41.8C 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 7 MATCH LINE -,.SEE SHEET 2D D D 2D 4D 6D UTILITY SING���� =/ SCALE: 1"=20' 2 BOP 1" W SERV.vi 1 q' 14 .6 r ]2.4680P 6 S- WATER CONSTRUCTION NOTES 1 FURNISH AND INSTALL 12" PVC C-90O FIFE 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 ADD (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 N '.15.62TOP 4" S .o (]W 'LINE C '� 1 INSTALL 4"WIX4" TEE 12+60.73 7' � 5' 1 INSTALL 12°X12°X12" TEE > b I .011NN 14 INSTALL 6" 45° BEND WITH THRUST BLOCK UTILITY CROSSING -_ z 16 INSTALL 4" 22.5' BEND WITH THRUST BLOCK 22.85BOP 2 W SERV. 8 w UTILITY CROSSING Q t1 12.91 TOP 8 S o o N - 1� _ e f+ ,n w "22.85BOP 2 W SERV: - 1 INSTALL 4" 11 .25' BEND 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 AM 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 d 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. 10BOP 1" W SERV. INSTALL 6" PVC CAP w w. 22.09TOP 18" SD -- SS LINE C -� (� LLI / 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 tY 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 i6+09.62 S"� ( l / A „{ 12.431NV 8" OUT N 7 UTILITY CROSSING I�l ` t 3 CONSTRUCT 2-SACK SLURRY BACKFILL BETWEEN UTILITY PIPES PER DETAIL ON SHEET 5 y 21.90TOP 4" w r ,/, UTILITY CROSSING 20 90TOP 12 F INSTALL 6" 11 .25' BEM, RESTRAINED UTILITY CROSSING ',� ',._! ".r „ A'r �-!"( 16+19.51 �� 19.17BOP 6 SD �•� -ar>~ } / ,� 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/ ' ' ,��' 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\' 16.3 Ti�S- ' , ;( N , / ,• pi LI_ a S 7 f767 7 W18 3 i6 1 /, \ � O1 FURNISH AND INSTALL 8' SDR-35 SEWER (INCLUDING BENDS AM FITTINGS) .ROTC "� , t �° UTILITY CROSSING ` 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 I 16.041NV ` +`� �.�.�.-,!+ 3 n S 4 TO BACKFLOW FREVENTER O3 FURNISH AM INSTALL 4" SDR-35 SEWER (INCLUDING BENDS AM FITTINGS) 17 16.03TOP 4 S. ' r r !,) 1 \ 7 LIJ $AAlII Y�FYRu I COURT ,. ,\ t o r. _T . 1 / r rit./ ,w' -0.d232. 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��,, SANG 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 CROSSING 3 � UTILITY ING ,` r T '"° 6 I ri ,' P� 21.18BOP 6 SD 0 - �' 21 .9080P 4° W ,y '.1 7 ". Q 25 13.88TOP 6" S S a L U ' 9 8 TY: QSFIR£ 4... Y'IM 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: ti6 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 12+84.54 _ ..... 28 g o . 13 09T 6" S20.73BOP 6" SD 1 0 1 4 / \�1 3. .�. 27 �p�}'� UTILITY CROSSING UTILITY CROSSING 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 12t81 :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.. ,t 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 18 O 27.301 21.07INV 6 < i J OW� - s� / �� ` � ' �� ♦ I f / '� ' _. A � � �.e �LIIIII � � 'a f,r �� n�IfiE HYDRANT PER CLUBH SE 14+ �, �� 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 i 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 mu*,m. NATIONAL GEODETIC SURVEY, MGM, EPOCH TOLL FREE TELEPHONE: 811 (Fe obtain Pmiect EM.at.mm NGVD29, Ada 0.6871e 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. DESCRIPTION R E V I S 1 0 N S APP'D I DATE INTERNATIONAL 75410 Gerald Ford Dnve, Suite 100 Palm Desert, CA 92211 Phone: (760) 346-7481 - MBAKERINTL.COM MICHAEL TYLMAN RICE NO. C43090, EXP. WATER LINE DATA TABLE NO BEARING/DELTA LENGTH NOTE 1 NOi°5V32"E 222.71' 4" PVC C-900 2 N8933' 44°E 10.00 4" PVC C-900 3 N79'11'36'W 30.3V 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 N88°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 N86'52'12'E 9.W 1" PVC SCH 40 FIRE LINE DATA TABLE ® BEARING/DELTA LENGTH NOTE 16 N01°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' PVC C-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 N90'00'00"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 NO2'54'44'W 185.86' 6' PVC C 900 30 N85'24'44"W 16.57' 6" PVC C-900 31 N79 71.57' 6" PVC C-900 32 N05:T 07°W 25.21' 4" PVC C-900 33 N45-23'24°E 1 14.56' 1 4" PVC C-900 34 1 N88-07.28°W I 12.b9 1 6" PVC C-90U SEWER LINE/CURVE DATA TABLE ® BEARING/DELTA RADIUS LENGTH 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 N45°57 1VW -- 51.4V 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 10 N86°52'12"E -- 153.54' 6' NOR 35 11 N62°54'441W -- 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 5 SHEETS 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 161 ns FOR: SILVERROCK DEVELOPMENT COMPANY, L.L.C. SCALE AS NOTED CHECKED RV DATE DATE 2020 N' PRIVATE WATER LINE NOTES 7.00TCO g MAT(,WLINE - SEE SHEET 2 59 o 1. ALL WORKS SHALL CONFORM WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (MEN BOOK) LATEST EDITION, A.W.W.A. STANDARDS, 2013 CALIFORNIA PLUMBING CODE AND THESE PLANS. �. I� "1• M M -M W� M = M WI1• M M � 1! � 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 EE SCHEDULE 40 OR SCHEDULE 80 PVC OR CPVC WITH A PRESSURE RATING GREATER THAN 200 PSI UNLESS OTHERWISE INDICATED ON THE PLANS. SIZES AS INDICATED ON THE PLANS. AS ° MANUFACTURED BY JM EAGLE, PACIFIC -WESTERN MAA.FACTURING COMPANY OR ENGINEER APPROVED EQUAL. -' s "' 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. s �' - % �"� J-3765 OR AVK MODEL CALIFORNIA 24-50 HP OR APPROVED EQUAL. 4. GATE VALVES 4" THRU 12" SHALL BE RESILIENT -SEATED WITH NON -RISING STEMS CONFORMING TO A.W.W.A. C-509-80. VALVES LARGER THAN 12" SHALL BE BUTTERFLY - 9 - - . AS MANUFACTURED BY AMERICAN AVK CLOW, M&H, STOCKHAM, U.S. PIPE, OR ENGINEER APPROVED EQUAL. '-g4 J WATER LINE DATA TABLE VALVES. VALVES SHALL BE FLANGED x FLaNGEO 5. BALL VALVE MATERIAL SHALL BE AS INDICATED ON PLAN. BALL VALVE MATERIAL TO BE EITHER BRONZE BODY OR PVC SCHEDULE 80. BRONZE VALVE SHALL HAVE NPT O��O� f" ` ! ® BEARING/DELTA LENGTH NOTE THREADS ON BOTH ENDS RATED AT 600 PSI AS MANUFACTURED BY CONBRACO INDUSTRIES OR ENGINEER APPROVED EQUAL, PVC VALVE SHALL HAVE NPT THREADS ON BOTH - ,1OTCO 7� J ENDS RATED AT 200 PSI AS MANUFACTURED BY SPEAR OR ENGINEER APPROVED EQUAL. 6 .1�INV _; :. T 1 N49°26'38"E 7-8 35' 4" PVC C 900 6. THE MINIMUM COVER FOR WATER MAINS AND WATER SERVICES SHALL BE 36 INCHES. STREET SHALL BE BROUGHT TO SUBGRADE AND SEWER MAINS SHALL BE INSTALLED 8 ) 2 NN3°30'32"E 108.89' 1 4" PVC C-900 BEFORE WATER MAIN IS INSTALLED. i L ' 3 N18°59'28°W 19.66' 4" PVC C-900 7, MINIMUM HORIZONTAL SEPARATION FROM PRIVATE WATER TO PRIVATE SEWER MAINS SHALL BE 1 FOOT FROM OUTSIDE TO OUTSIDE WALL. MINIMUM VERTICAL SEPARATION 4 N63'59'28"W 145.58' 4" PVC C-900 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 FIRE LINE DATA TABLE 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 QU 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 ® BEARING/DELTA LENGTH NOTE / STANDARD DRAWING W-17A MODIFY VALVE COVER TO ONLY READ "WATER" OR "FIRE* AS APPROPRIATE. _ Io : 5 N49-26.38"E 110.59' ONTRACTOR'S EXPENSE. 6° PVC C-900 11. ALL CONNECTIONS MADE TO EXISTING FACILITIES WILL BE AT C 6 ND4°26'38'E 13.87' 6" PVC C-900 12 THE CONTRACTOR SHALL 08TAIN 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. SEWER LINE DATA TABLE 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 BEARING/DELTA LENGTH NOTE HOURS IN ADVANCE OF THE BEGINNING OF CONSTRUCTION AND CALL U.S.A. UNDERGROUND SERVICE ALERT AT 1-800-227-2600. � 1 N31'S7'44°W 83.89' fi" SDR-35 15. ALL FITTINGS SHALL � DUCTILE IRON PUSH -ON BY PUSH -ON EQUIPPED WITH "TYTOR° PUSH -ON OR MECHANICAL JOINTS ULESS OTHERWISE NOTED ON PLANS. JOINT RESTRAINT SHALL BE `MEGA -LUG" BY EBAA IRON WORKS, SERIES 1600 BELL RESTRAINT HARNESS, OR ENGINEER APPROVED EQUAL. 2 N05-30.46"E 33.84' 4" SDR-35 16. LENGTHS OF RESTRAINED PIPE SHALL BE A MINIMAL OF 54 LINEAR FEET IN EACH DIRECTION OF FITTING AND BRANCH OF TEE OR AS INDICATED ON PLAN. 17. ALL NUTS, WASHERS AND BOLTS SHALL BE STAINLESS STEEL. 18. BLUE DOT MARKERS SHALL BE PLACED ADJACENT TO FIRE HYDRANTS LOCATED ON THE CENTERLINE OF THE STREET OR DRIVEWAY. 19. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPETE RESPONSIBILITY FOR JOB SITE CONDITIONS WRING THE COURSE OF CONSTRUCTION OF THIS PROJECT, Loo INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING FOURS; AND THAT r .. --�-)) 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 �. 1 LL } -= 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 BOO() 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 UM EAGLE, PACIFIC WESTERN ''Xl,, MANUFACTURING COMPANY OR ENGINEER APPROVED EQUAL. 3. SEWER CLEAN -OUT SHALL BE INSTALLED PER DETAIL ON THE PLANS, AND IN CONFORMANCE WITH SSPWC. _'ram +oo. 4. SEWER MAIN LINE AND GRADE SHALL BE AS INDICATED ON THE PLANS. , �,`- �,,, ., * 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 " SACKS, 4000 PSI). THE CONTRACTOR SHALL FURNISH A CERTIFICATE OF COMPLIANCE SHOWING THE CEMENT TYPE USED. r Z\\ ) a r - rytc 6. WYES AND LATERALS SHALL BE PVC SDR-35 OR ABS 1210 DWV SO -E 4 AND INSTALLED AT GRADES AS INDICATED ON PLAN. 1� A f-, p L J J � •� �' .� \ "., fiY /i' 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 TEE 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 MAN O E COVERS TO FINISH GRADE AFTER PAVING IN ACCORDANCE WITH COACHELLA VALLEY WATER DISTRICT PADen.1ISH AND INSTALL 6" WET BARREL SUPER FIRE HYDRANT WITH (1) 4' CONECTION AND (2) 2.5° CONNECTIONS P IL` ON STANDARD DRAWING S-1A OR S-1B AS APPLICABF. SFEE3 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL FACILITIES COMPLETED AND UNCOMPLETED UNTIL ACCEPTED BY THE OWNER. 8 CONNECT 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.-. / %/\_�.r �i / 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. TEE CONTRACTOR SHALL NOTIFY ENGINEER 72 HOURS PRIOR TO STARTING ANY WORK. A PRE -CONSTRUCTION MEETING SHALL BE SET LP WITH THE ENGINEER, THE ICE CONFECTION TO BUILDING; SEE PLUMBING PLANS ,... CONTRACTOR, HIS SUBCONTRACTORS, AND A REPRESENTATIVE FROM EACH OF THE UNDERGROUND UTILITIES SHALL BE PRESENT. POINT OF WATER SERVICE , SEWER CONSTRUCTION NOTES 20 10 0 20 40 60 14 CONSTRUCTIONOANDHALL CALLVU.S.A LOCATION OF UDASERVICETING ALERTTATI 1IES0AND 7-26100Y COMPANIES 48 HOURS (2 WORKING DAYS) IN ADVANCE OF TEE BEGINNING OF O2 FURNISH AND INSTALL 6' SDR-35 SEWER (INCLUDING BENDS AND FITTINGS) 15. TREES TO IE PLANTED 10' MINIMUM FROM SEWER LINES. © FURNISH AND INSTALL OFANOUT TO GRADE SCALE: 1 "=20' FINISHED GRADE THRUST AT FITTINGS FOR DUCTILE IRON& PVC TABLE A.10.6.1(a). MINIMUM REQUIRED AREA ISF) PER CALCULATION A.10.6.1(a)"GRAVITY THRUST FIRE MATERIAL LIST FURNISH 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 7479 10576 5724 2919 1466 a 12866 18194 Me 5020 2522 10 19354 27370 14812 7552 3794 12 1 27370 38706 209U 106W 53" NOMINAL PIPE DMA. (I N) DUCTILE IRON AND PVCPIPE DEAD-END (0.707) 90 45 0.541 ( I 22.5 (0.276) 4 2.72 3.84 2.08 1.06 6 5.61 7.93 4.29 2.19 e 9.65 13.65 7.38 3.77 10 14.52 20.53 11.11 5.66 12 20.53 29.03 15.71 8,011 NOTE: FIRE LINES MUST COMPLY WITH NFPA 24, 2016 EDITION. INSPECTIONS REQUIRED: 1. THRUST BLOCK PRE -POUR, TRENCH AND BACKFILL INSPECTION. 2. UNDERGROUND HYDROSTATIC TEST - 200 PSI FOR TWO HOURS 3. UNDERGROUND FLUSH. (PRIOR TO CONNECTION TO THE OVERHEAD FIRE SPRINKLER SYSTEM. 4. UNDERGROUND FINAL. ALL INSPECTIONS WILL BE SCHEDULED WITH THE FIRE PREVENTION BUREAU. SPRINKLER CONTRACTORS MUST REQUEST INSPECTIONS THROUGH THE PROJECT SUPERINTENDENTS. 2.5"x2.5"x4"FDC 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 DEC. REFER BREAKABLE PADLOCK E _ TO FIRE ALARM DWGS FOR OUTDOOR LISTED, CSFM z x z < CONTINUATION APPROVED TAMPER SWITCH IP1v - o� FINISH GRADE a �z a TRACER WIRE TO BE MINIMUM REQUIRED AREA (SF) PER TABLE A.10.6.1(b) '9Y1R17CNTAI RFARING Rini 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"44") OR APPROVED EQUAL FIRE DEPARTMENT CONNECTION AMERICAN FIRE SUPPLY 22ORBSA OR APPROVED EQUAL FIRE RISER AMES FIRE SERIES IBR ORAPPROVED EQUAL RESILIENT WEDGE GATE VALVE CLOWVALVE C-5092"-12" OR APPROVED EQUAL NOMI NAL PI PE D I A. (I N) DU CTI LE I RON AN D PVC PI PE DEAD- END 10.707) 90 45 (0.541) 22.5 (0.276) 11.25 (0.139) 4 10.75 15.20 2.11 6 22.34 31.60 4.39 8 38.46 54.40 H62.76 7.56 10 57.97 82.00 11.40 12 82.01 116.011 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.I.1 4" D.I. RESTRAINED JOINT PIPE 4" PVC FLOW 4" PVC D.I. KEY VALVE, 48" 4" M.J. x FL TEE RESTRAINED JOINT POST INDICATOR / FIRE DEPT. CONNECTION DETAIL N.T.S. Willi 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 IS CONSIDERED FROM THE DCDA NOTES: TO 6" ABOVE FINISH FLOOR WITHIN 1. THE FOLLOWING PRECAUTIONS MUST BE OBSERVED WHEN CONSTRUCTING THRUST 12" OF THE WALL BLOCKS: A. BLOCKS MUST BE POURED AGAINST UNDISTURBED SOIL. 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 CONTINUATION A COMPRESSION STRENGTH OF 2,000 LEE. 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 NFPA 24 L- 1' CLR. MIN. UNLESS SLEEVED FIRE SPRINKLER RISER CONNECTION DETAIL N.T.S. BENCHMARK: an of LA ou(NTA RM W43a-O�tiao. cnpl ln'coPPERwELo BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ����� o TWO WORKING rBEFORE7( DAYS BEFORE 1YOU DIG MONUMENT STAMPED'LS-9F, FLUSH AT THE CENTERLINE INTERSECTION OF AVENUE AND JEFFERSON STREET. = ELEVATION5.467' (NAVD66) ELEVATION=3.216'(NGVD29) PROJECT ELEVATION AT DM x4a0QUINTA (To obtan Project eevaions in NAVD8e Datum, Subtrac11.564' hommeelevationssbown). UPON THE CALIFORNIA COORDINATE SYSTEM, CCS 63, 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, EPOCHREE TELEPHONE: 811 A PUBLIC SERVICE BY (To Obtain Project Elevation in NGVD29, Add 0,6117'to the elevations shown). 2011.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS DATE er UNDERGROUND SERVICE ALERT ELEVATION =a.90a' BEING N.40'16'30.20'W. DESCRIPTION APP'D I DATE R E V I S 1 0 N 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 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 NFPA 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. 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 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 REQUIREMENTS AS PRESCRIBED BY THE OFFICE OF THE FIRE MARSHAL, THE CALIFORNIA FIFE CODE AND NFPA 24, WET -SIGNED STAMP SEAL SHALL BE PLACED ON THE PLANS. 5. TFE 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 REWIRING THE APPROVAL FROM TEE 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 TO' 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 TIE 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 IE 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 ASSES, CINDERS, REFUSE, ORGANIC MATTER, OR OTHER CORROSIVE MATERIALS. OTHER BACKFILL MATERIALS ARE PERMITTED WHERE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER AND APPROVED BY THE ENFORCING AGENCY. 17. FIRE RISER ACCESS: AUTOMATIC FIRE SPRINKLER SYSTEM RISERS SHALL NOT BE OBSTRUCTED IN ANY MANNER. IF A SYSTEM RISER IS TO BE CONCEALED BY MEANS OF A WALL, SOFFIT, COLUMN, OR OTHER BUILDING CONSTRUCTION, IT SHALL BE PROVIDED WITH EIGHTEEN (18) INCH CLEARANCE TO EACH SIDE AND TO THE FRONT OF THE SYSTEM RISER. ACCESS SHALL BE PROVIDED BY MEANS OF A DOOR WITH THE MINIMUM DIMENSIONS TWO (2) FEET SIX (6) INCHES IN WIDTH BY SIX (6) FEET (8) EIGHT INCHES IN HEIGHT. 18. FIRE DEPARTMENT CONNECTIONS: EACH SEPARATE FIRE SPRINKLER SYSTEM RISER (NOT ON MANIFOLD) SHALL BE PROVED WITH A FIRE DEPARTMENT CONNECTION (FDC). THE EDO 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 MINIMUM, A 2 J"X2 J"X4" FIRE DEPARTMENT CONNECTION SHALL BE PROVIDED. 19. APPLICANT SHALL COORDINATE POINT OU 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: • 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 INSPECTIOS. THRUST BEARING AREA I 7? / �) I 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 TYUTAN RICE NO. C43090, EXP. 3/31/2022 DATE: SCALE AS NOTED CHECKED RV THRUST BEARIN( AREA W I I BEND (14 BARS �J (EPDXY COATED) / r HOOK ENDS 6" MIN. VERTICAL BEND CONSTRUCT SYMMETRICAL AROUND PIPE 12" MIN. 8" MIN. THRUST BEARING REDUCER AREA CONCRETE THRUST BLOCK F ` 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 161178 LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,P7E., S.B.B.& M. FILE NO. DATE SEPTEMBER 2020 FOR SILVERROCK DEVELOPMENT COMPANY, L.L.C.