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926cc_wtt N. T. S. flxf t�`N I V Y HOT SPRIN j PROJECT. ' M.1 2ma PM 28834-2 Pl18LIC WATERLINE PLAN AFIRE SlFICA770N,WATER NOTES: }FIRE RE HYDRANTS SHALL BE CLASSIFIED IN ACCORDANCE WITH THEIR RATED 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL FACILITIES IN ACCORDANCE MIN LEE APACi UES (AT 20 P.S.L 1.4 BAR RESIDUAL PRESSURE OR OTHER LAKE WATER DISTRICT (LLWV) WATER SYSTEM FACILITY REQUIREMENTS, STANDARD DESIGNATED VALUE) AS FOLLOWS: SPECIFICATIONS AND STANDARD DRAWINGS. LL WD STANDARD SPECIFICATIONS AND STANDARD DRAWINGS ARE AVAILABLE AT THE DISTRICT OFFICE. CONTRACTOR SHALL BE CLASS AA RATED CAPACITY OF 1500 GPM OR GREATER (5,860 LIMIN) IN POSSESSION OF DISTRICTS SPECIFICATIONS AND STANDARD DRAKINGS ON THE JOB SITE CLASS A RATED CAPACITY OF 1000 1499 GPM (3,785 - 5,675 LIMIN) AT ALL TIMES. CLASS B RATED CAPACITY OF 500 999 GPM (1,900 - 3f780 L ") CLASS C RATED CAPACITY OF LESS THAN 500 GPM (1,900 LMIN52. ALL PERMITS REQUIRED BY LAW SHALL BE ACQUIRED BY THE APPLICANT OR THEIR ALL BARRELS ARE TO BE CHROME YELLOW, WITH TOPS AND NOZZLE CAPS CONTRACTOR AND ARE MADE PART OF THE SPECIFICATIONS. PAINTED WITH THE FOLLOMNG CAPACITY - INDICATING COLOR SCHEME To PROVIDE SIMPLICITY AND CONSISTENCY WITH COLORS USED IN SIGNAL WORK 3. THE DRAWINGS AND DATA HEREON ARE HEREBY MADE PART OF THE SPECIFICATIONS. FOR SAFETY, DANGER AND INTERMEDIATE CONDITION. 4. REVISIONS WILL NOT BE MADE TO THESE PLANS WITHOUT THE APPROVAL OF LL WD. CLASS AA LIGHT BLUE 5. APPROVAL OF THESE PLAN BY LL WD DOES NOT CONSTITUTE A REPRESENTATION OF THE CLASS A GREEN ACCURACY OF THE LOCATION OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND CLASS B ORANGE UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF WORK. CLASS C RED & THE CONTRACTOR SHALL NOTIFY THE. LL WD DISTRICT ENGINEER A MINIMUM OF ONE (1) WEEK PRIOR TO BEGINNING WORK SO THAT INSPECTIONS CAN BE ARRANGED AND PROVIDED. 7. THE LL.WD INSPECTOR SHALL BE FURNISHED THREE SETS OF PROJECT DRAWNGS. & THE CONTRACTOR SHALL CONFORM TO CURRENT CAL OSHA SAFETY REQUIREMENTS. 9. THE CONTRACTOR SHALL SUBMIT TO THE LL WD A SOILS REPORT BY A QUALIFIED GEOTECHNICAL ENGINEER WHICH CERTIFIES THAT ALL TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND LLWV SPECIFICATIONS. 10. JOB -MIXING OF CONCRETE IS NOT PERMITTED. 11. ALL CONCRETE TESTING REQUIRED BY THE LLKV WILL BE AT THE EXPENSE OF THE CONTRACTOR. 12. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION REQUESTING A SYSTEM SHUTDOWN FOR CONNECTIONS TO EXISTING SYSTEM. SAID NOTIFICATION SHALL BE MADE A MINIMUM OF THREE WEEKS PRIOR TO SAID SHUTDOWN TO THE LL WO DISTRICT ENGINEER. 13. ALL CONNECTIONS OR TIE-INS TO THE EXISTING FACILITIES REQUIRING SYSTEM SHUTDOWN AND DRAINING OF THE EXISTING FACILITIES SHALL BE DONE AT NIGHT OR AS APPROVED BY, THE DISTRICT 14, EACH LOT SHALL BE SERVICED WTH A MINIMUM ONE (1) INCH COPPER LATERAL WITH METER AND BACK FLOiv PROTECTION DEVICE A 314 -INCH HIGH LETTER me SHALL BE CHISELED IN THE TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CONNECTIONS. WOieKSWA C ONrA IN40 kV1,??�1,V rg,6,6f P4A A'S U /v0,r COMM41VC-4 4/,,vr/4 AIV 4 P46R^flr IVA S 4SE46W ey 7W,6 C40z/,vry ao v1v"s1,o r.,la -,elvA m emcrlmes --,e mes,pawsta4e~ .443uRIAW�We 94 WRA CY AM4 -4 ClC_l^,rA&,,c1,* 0A r&F 0 ES/Om 116'WeW 1W r#--- e Ye.'Vr 0i41,04SPe_*AAA01eS A,eA1S1AA6.4A7eR'C04W7'Y AA~,OVAI- 0.0e64ole1W0 TftEelf, 'F 'E'e -*V VA/ 4 SoV r ,'"IAIA G AN ACC �PrA 04C gaz&;TIOAI o4A,40 ,041,re �/ e R47VISING 711& AUAAIS o, - R A^P.f OvA 4 &Y 771cr wEi 15. AIR VACUUM AND AIR RELEASE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WTH LLWD STANDARD DRAWINGS LLW5 D OR LLW-6. AIR RELEASE VALVES SHALL BE' INSTALLED AT ALL HIGH POINTS ANBLOW-OFFS AT ALL LOW POINTS IN 7HE WATER LINE PROFILE FIRE HYDRANTS CAN BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF W74EN LOCA70 NEAR THE HIGH POINT OR LOW POINTS IN 7HE PROFILE BLOW -OFFS SHALL BE INSTALLED IN CONFORMANCE TO LLWD-2. 16, ALL EXISTING FACILITIES TO BE TIED INTO SHALL BE FIELD VERIFIED AND NOTES SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONNECTION. 1Z WATER SYSTEM SHALL BE PRESSURE 7ES7ED IN ACCORDANCE WITH STANDARD SPECIFICA TIONS. 18. ALL VALVES, PIPING, AND APPURTENANCES SMALL BE DESIGNED TO MEET OR EXCEED THE SPECIFIED MINIMUM DESIGN PRESSURE SHOMq ON 7HE PLANIPROFILE SHEETS IN ADDITION, ALL VALVES, PIPELINES AND APPURTENANCES SHALL BE TES7E0 AT 10% HIGHER THAN THE MINIMUM PIPELINE DESIGN PRESSURE. VALVES SHALL BE CAPABLE OF MTHSTANDING DESIGN PRESSURES IN A CLOSED POSITION. TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE DISTRICT INSPECTOR 19. CONTRACTOR SHALL DISINFECT ALL PIPELINES AND APPUR7FNANCES EITHER PRIOR TO OR AFTER THEY HAVE BEEN SUBJEC70 TO HYDROSTATIC AND LEAKAGE 7ESTING. THE METHOD OF DISINFECTING SHALL CONFORM TO PROWSIONS OF AWWA C-601 (LAYST). THE CONCENTRATION OF THE DOSAGE APPLIED SHALL BE PRESCRIBED BY THE DISTRICT AND SHALL BE AT LEAST 50 ppm AND IT SHALL NOT EXCEED 200 ppm. CHLORINATED WATER SHALL REMAIN IN THE PIPE LONG ENOUGH TO DESTROY ALL NON -SPORE -FORMING BAC7ERIA (MIN. 24 HOURS). 20. CONTRACTOR SHALL FURNISH PHYSICAL AND CHEMICAL TEST RESULTS FOR ALL FITTINGS IN ACCORDANCE TO LLWD STANDARD SPECIFICATIONS. 21. ALL MATERIALS, 7ES77NG AND INSPECTION OF THE PIPE SHALL BE IN CONFORMITY WTH THE REQUIREMENTS OF LLWD AND THE AWWA STANDARDS. FAILURE TO MEET ANY REQUIREMENTS OF THE ABOVE REFERENCED AGENCIES WLL BE CAUSE FOR REJECTION. 22. FIRE HYDRANTS SHALL BE C0NS7??UCTED IN ACCORDANCE WTH STANDARD DRAWNGS NOS. LLW-1 AND LLW3 OR LLW-4. 23. WATER LINE CONSTRUCTION SHALL BE 12 INCH OD CML & C STEEL IN ACCORDANCE WTH LEE LAKE STANDARD DRAKINGS AND AWWA C200 AND C205. MINIMUM STEEL PIPE WALL THICKNESS SHALL BE 10 GA. JOINTS MAY BE BELL AND SPIGOT OR KELDED IN ACCORDANCE MTH AWWA STA6trl4_,PQ_S ff j a; u0m A SEC77ON 27, T44 R6W PLAWINDEX SHEET DESCRIPTION: A 1sk TITLE SHEET PL&L,A p,P_&0_FjLE __-�HEE T 2 OR U "nu 'A GEN CIES IRIVERSIDE COUNTY ROAD CDN SrT41Cr10Al INSPeCrlo" (909) ass - &a 5~ GENERAL TELEPHONE 1(800) 422-4133 ELSINORE VALLEY MUNICIPAL WATER DISTRICT (714) 674-3146 SOUTHERN. CALIFORNIA GAS COMPANY (714) 845-2617 SOUTHERN CALIFORNIA EDISON COMPANY (AT PERRIS OFFICE) (714) 657-5154 UNDERGROUND SERVICE ALERT 1(800) 422-4133 LEE LAKE WATER DISTRICT (909) 277,1414 FAX (909) 277-1419 s. air rA CaUNT Y,,OF RIVE�kSlI)E_ 24. THRUST BLOCKS SHALL BE CONSTRUCTED IN ACCORDANCE WTH LLWD STANDARD DRAMNGS NO. LLW22, TRANSPORI�ATION DEPARTMENT 25 NEW PIPE SHALL BE INSTALLED IN POLYETHYLENE PIPE TUBES. POL YETHYLENE SHALL F BE 8 A41L THICK (MIN.) AND SHALL COMPLY MTH AWWA C105. ".014 VATE CER r1f Y 7WA r ME b ESIGN OF r#le WA Tfk sysreN IAI ACCORDANCE Wlr# ;rWcfEQ411*EelA17S pRes"18h:10-i SY 7.61E RIVERCIOr. COUAtrY F1RF,#AA4Rr,*fS*r THE EAST LINE OF THE NORTH ST ONE-QUARTER OF SECTION 27, TOWNSHIP 4 SOUTH, RANGE 6, WEST, S.B.M, BEING NOO*40'08***E. I CERTIrY THAT THE DESM OF 7W WATER SYSTEM IN IS IN ALP, ACCORDANCE MTN THE W47FR SYS7Ew MAS7ER PLAN OF LEE LAKE W47FR DIS T AND THAT 7HE W47ER SERVCE, STORAGE AND 1jS7RjqU-ftoN SyS7EM WLL '9E ADEQUAT E TO SUPPLY WATER TO SAID PROJECT THIS CER71FICATE DOES NOT CONST!Ttl7r A GUARAN7LrE THA T IT Kt SUPPL Y WA TER TO SAJD PROJECT A T ANY SPECIFIC QUAN777YES, FLOPrk OR PRESSURE FOR FIRE PROTEC77ON OR ANY OTHER PURPOSE. Gon__ ml 9141 ml riwl WTI pw mil F # 1 IN, Er Lli ::D 0_ m C2-- L.Li cu Lc') m L_ ro 0i :3r m LLJ cn LLJ c__) D CD lip INSTALL 12" STEEL PIPE, GAGE 10, CML & C WITH TRENCH AND TRENCH & BEDDING PER LLWO S7D. DWG. LLW-19. INSTALL 6" S7EEL PIPE, GAGE 10, CML & C WTH TRENCH AND TRENCH & BEDDING PER LLKV STD. DWG. LLW-19. INSTALL 24*X12" FLANGED TAPPING TEE, CML & C. INSTALL 24 0 X6 j1p FLANGED TAPPING 7EE, CUL & C. INSTALL 12'"X12" TEE CWL & C. INSTALL 12 0 X6" TEE WLD X FLANGE PER AWWA C207 CLASS F IN ACCORDANCE NTH LEE LAKE STANDARD SPECIFICATION. 7 INSTALL 12" FLANGED RW GAY VALVE, 8 INSTALL 6" FLANGED RW GATE VALVE. 9 PROWDE THRUST BLOCK AT ALL HORIZONTAL AND VERTICAL FITTINGS PER LLWD S7D. DM LLW-22. 10 INSTALL 6 0 X4 sp X2 112-X2 112 " SUPER FIRE H D -'L-' ,.ART PER LLWD STD. DWG. LLW-1 AND.LLW-3, (t4l7_A3_15 RA INSTALL 1" AIR-VACUM RELEASE VALVE PER LLWD S7D. DW LLW-5 INSTA 2*v DOMESTIC %A7ER SERWCE PER LLKV S7D. DWlG. LLW-k INSTALL 2" IRRIGATION WATER SERWCE PER LLWD S7D. DWG. LLW-8 INSTALL INSULATION TEST STATION PER LLWD SM DWG. LLW-29 AND LLW-30. (15) INSTALL WELDED SLIP ON FLANGE PER AWW4 C207 CLASS F IN ACCORDANCE WTH LEE LAKE STANDARD SPECIFICATION. 'INSTALL 12 11 BLIND FLANGE PER AWWA C207 CLASS F IN ACCORDANCE WTH LEE LAKE STANDARD SPECIFICATION. ,71 11Y0,eA/vl.r )0AVe1-f,6A1,r 1%fA^-1Aol(;- WA TERL IW GENERAL NO TES: 1.) ALL DUC77LE IRON FITTINGS EXCEPT VALVE TO BE CEMENT LINED AND CEMENT COA7ED (CLICC), BOLTS & FLANGES TO BE WAX11PVC TAPED. COAT VALVES WTH TWO COATS OF ASPHALT VARNISH IN ACCORDANCE MTH LLW STANDARD SPEC. WRAP VALVES WTH 8 MIL POLYETHYLENE. 2.) SOIL PRESSURE CAPACITY IS 2000 PSF MIN. AND 3000 PSF MAX PER SOIL REPORT FROM NWG GE07ECHNICAL INC., IRVINE CA, TEL, 949-442-2442 T'r Jw a lk �� W rc A .1 Lft so SIZE & MATERIAL VAQ% S28-17 06" ------ - ----------- r N61 *4254"E 0 . ... 777�� ........... . . ......... ............ . ... . . . ...... . . ... 4 '7- j .. ....... . . ...... . ... . . ........... I ...... ... 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I. . . . . . . . . . . . . . . . . . . . . . . . . . t + - - - - - I I-- ......... .. ...... 4- 777-777,77-7,-1 .41-1111 il- ... . ... ..... .. . . . . ..... k .... . .... . . . . . . . d 4 ��C 'u. .. .... ... .. .. --- --------------- 4 - lit- 4- J . ...... 7_ J. Jd 4- El N, ........... ... . �'Z, 7"' _7 I .. ... . . . . . . . . . . . ... ...... . r - --j 0 A .......... .......... -------- 0 7_11-1- �_'l I 7_1."_.,::��:g '�I, .... .... ... ......... 1 7" "-71t�a '7' - - - - - - - - 51 .1- A' - - - . . . . . ��j I,: t:-.- :7 .1, z - Z 41-- . .......... .� ...... .... j, PROM SCALE: Z - 7- � 777777:777777= z: 77, :7 -z,� . ...... . . . .. . . . . . . . .. ..... ... . ', _'j ...... .. .. .... ..... . ........... 1- HORIZ. 1" 40' :7, ....... ... .. .... ...... T ........... ........ . . 7, . . . . . . . . ..... 4 ur . .. . ...... .. ... .. . . .... ... ..... . .. . . 7,'- - 41 'j, 77� 7_77, 7_771, . VEIM I 77 4 4L ........... -, -;4-- _. . I ll� _ 11-1 if u 8 8v 1 1 1 --,- -z! 890 j,� J* . 7, ..... .. ...... . ... ....... A %I--- __ , - - - - - - - 9+00 11 +00 14+00 15+00 lu-r 17+00 ()-L fin '44, 11 lip INSTALL 12" STEEL PIPE, GAGE 10, CML & C WITH TRENCH AND TRENCH & BEDDING PER LLWO S7D. DWG. LLW-19. INSTALL 6" S7EEL PIPE, GAGE 10, CML & C WTH TRENCH AND TRENCH & BEDDING PER LLKV STD. DWG. LLW-19. INSTALL 24*X12" FLANGED TAPPING TEE, CML & C. INSTALL 24 0 X6 j1p FLANGED TAPPING 7EE, CUL & C. INSTALL 12'"X12" TEE CWL & C. INSTALL 12 0 X6" TEE WLD X FLANGE PER AWWA C207 CLASS F IN ACCORDANCE NTH LEE LAKE STANDARD SPECIFICATION. 7 INSTALL 12" FLANGED RW GAY VALVE, 8 INSTALL 6" FLANGED RW GATE VALVE. 9 PROWDE THRUST BLOCK AT ALL HORIZONTAL AND VERTICAL FITTINGS PER LLWD S7D. DM LLW-22. 10 INSTALL 6 0 X4 sp X2 112-X2 112 " SUPER FIRE H D -'L-' ,.ART PER LLWD STD. DWG. LLW-1 AND.LLW-3, (t4l7_A3_15 RA INSTALL 1" AIR-VACUM RELEASE VALVE PER LLWD S7D. DW LLW-5 INSTA 2*v DOMESTIC %A7ER SERWCE PER LLKV S7D. DWlG. LLW-k INSTALL 2" IRRIGATION WATER SERWCE PER LLWD S7D. DWG. LLW-8 INSTALL INSULATION TEST STATION PER LLWD SM DWG. LLW-29 AND LLW-30. (15) INSTALL WELDED SLIP ON FLANGE PER AWW4 C207 CLASS F IN ACCORDANCE WTH LEE LAKE STANDARD SPECIFICATION. 'INSTALL 12 11 BLIND FLANGE PER AWWA C207 CLASS F IN ACCORDANCE WTH LEE LAKE STANDARD SPECIFICATION. ,71 11Y0,eA/vl.r )0AVe1-f,6A1,r 1%fA^-1Aol(;- WA TERL IW GENERAL NO TES: 1.) ALL DUC77LE IRON FITTINGS EXCEPT VALVE TO BE CEMENT LINED AND CEMENT COA7ED (CLICC), BOLTS & FLANGES TO BE WAX11PVC TAPED. COAT VALVES WTH TWO COATS OF ASPHALT VARNISH IN ACCORDANCE MTH LLW STANDARD SPEC. WRAP VALVES WTH 8 MIL POLYETHYLENE. 2.) SOIL PRESSURE CAPACITY IS 2000 PSF MIN. AND 3000 PSF MAX PER SOIL REPORT FROM NWG GE07ECHNICAL INC., IRVINE CA, TEL, 949-442-2442 T'r Jw a lk �� W rc A .1 Lft so SIZE & MATERIAL VAQ% S28-17 06" i EXISTING 24 S 7EEL PIPE FAR N61*4254 E r N61 *4254"E 0 lip INSTALL 12" STEEL PIPE, GAGE 10, CML & C WITH TRENCH AND TRENCH & BEDDING PER LLWO S7D. DWG. LLW-19. INSTALL 6" S7EEL PIPE, GAGE 10, CML & C WTH TRENCH AND TRENCH & BEDDING PER LLKV STD. DWG. LLW-19. INSTALL 24*X12" FLANGED TAPPING TEE, CML & C. INSTALL 24 0 X6 j1p FLANGED TAPPING 7EE, CUL & C. INSTALL 12'"X12" TEE CWL & C. INSTALL 12 0 X6" TEE WLD X FLANGE PER AWWA C207 CLASS F IN ACCORDANCE NTH LEE LAKE STANDARD SPECIFICATION. 7 INSTALL 12" FLANGED RW GAY VALVE, 8 INSTALL 6" FLANGED RW GATE VALVE. 9 PROWDE THRUST BLOCK AT ALL HORIZONTAL AND VERTICAL FITTINGS PER LLWD S7D. DM LLW-22. 10 INSTALL 6 0 X4 sp X2 112-X2 112 " SUPER FIRE H D -'L-' ,.ART PER LLWD STD. DWG. LLW-1 AND.LLW-3, (t4l7_A3_15 RA INSTALL 1" AIR-VACUM RELEASE VALVE PER LLWD S7D. DW LLW-5 INSTA 2*v DOMESTIC %A7ER SERWCE PER LLKV S7D. DWlG. LLW-k INSTALL 2" IRRIGATION WATER SERWCE PER LLWD S7D. DWG. LLW-8 INSTALL INSULATION TEST STATION PER LLWD SM DWG. LLW-29 AND LLW-30. (15) INSTALL WELDED SLIP ON FLANGE PER AWW4 C207 CLASS F IN ACCORDANCE WTH LEE LAKE STANDARD SPECIFICATION. 'INSTALL 12 11 BLIND FLANGE PER AWWA C207 CLASS F IN ACCORDANCE WTH LEE LAKE STANDARD SPECIFICATION. ,71 11Y0,eA/vl.r )0AVe1-f,6A1,r 1%fA^-1Aol(;- WA TERL IW GENERAL NO TES: 1.) ALL DUC77LE IRON FITTINGS EXCEPT VALVE TO BE CEMENT LINED AND CEMENT COA7ED (CLICC), BOLTS & FLANGES TO BE WAX11PVC TAPED. COAT VALVES WTH TWO COATS OF ASPHALT VARNISH IN ACCORDANCE MTH LLW STANDARD SPEC. WRAP VALVES WTH 8 MIL POLYETHYLENE. 2.) SOIL PRESSURE CAPACITY IS 2000 PSF MIN. AND 3000 PSF MAX PER SOIL REPORT FROM NWG GE07ECHNICAL INC., IRVINE CA, TEL, 949-442-2442 T'r Jw a lk �� W rc A .1 Lft so