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909xx_wtINDIO HILLS RAHM FID • PALMS STATE PARC (PROPOSED) PGT SITE U SI107ft CO. N 36TH ST. 38TH AVE. 40TH ST. �loj k�IMMA44TH ST.47TH AVE. t MIM N TWEE Me OF SEC_ 6, T.5S. R VICINTIY MAP 9 EZ__ 1111 LEGEND INDICATES EXISTING WATER MAIN INDICATES EXISTING SEWER MAIN INDICATES PROPOSED WATER MAIN INDICATES PROPOSED SEWER MAIN INDICATES PROPOSED SEWER LATERAL INDICATES PROPOSED WATER SERVICE INDICATES FIRE HYDRANT INDICATES SEWER MANHOLE INDICATES SEWER CLEANIOUT INDICATES GATE VALVE 1 4' SIDew IN 'fHB UNINCORPORATED 1'SRRITORY 0F THE COUNTY OF RIVERSIDE, CA WATER IMPROVEMENT PLANS TRACT N0. 2'7,500 IN A PORTION OF THEE 1/2 OF SECTION 8, T. 5 S., R. 7 8., S.B.M. DEL WEBB'S SUN CITY PALM DESERT 20' f 20' 1 ALK TYP 3'COVER e FINALGRADE SC,OVEAOFINAL PROPOSED 12" OR 8" WATER MAIN 8 GRADE -PROPOSED R MAIN EX. 12"VCP SEWER MAIN PROPOSED 8"VCP SEWER MAIN TYPICAL SECTION TYPICAL SECTION MTS NTS APRICOT LANE, OASIS SPRING LANE, NARCISSUS DRIVE LAVENDER CIRCLE PEACH BLOSSOM CIRCLE, NECTARINE DRIVE 6 61 SCALE: i"- '`48 37 ' EXISTING 18' DI MATER MAIN 600 Boo 14 13 GOLDEN REEDS DRIVE ?7 r-ni 571111UCT 12' DI MATER MAIN _ Z _ -ir-_ I I s s • 7 • s 4 • 2 1 219 214 217 69 76 � 46 39 5 52 33W 1 32- - - - -s- - - - - BRANDYWINE AVENUE - -M- 54 51 34 1 4 1 1 23 17 1 57 55 50 35 31 �51 22 18 2 1••147 s•• 1•• 5 6 49 605 G • 36 A 30 21 JR6a i9 3 TR 1.1 ------ AD" STREET 1 CEMD 1 RUC`T 8' DI WATER MAIN 1 SEE *IMT Z 1 M SET 3 ICSTMA'TE OF QUANTITIES: 12" DUCTILE IRON WATER MAIN 745 LF 8" DUCTILE IRON WATER MAIN 2242 LF 12" GATE VALVE (0uC'T%LE IkCW4) 6 EA S' GATE VALVE MA") 7 EA DATE V&-1 +'L"71 12' TEE i EA COUNTY OF 120X 120X 8" TEE i EA DEPARThMNT OF MALTH 12' X 12'X 6" TEE 2 EA 120X 8' REDUCER i EA 120X 45'EL i EA A 120X 22 1/2'EL 2 EA DATE: 120X It 1/4' EL i EA DEVELOPER: 8' TEE 2 EA DEL WEBS CALIFORNIA CORPORATION 8"X SOX 6' TEE 4 EA 39755 BEWLEY DRIVE BERMUDA DUNES, CA. 92203 SOX 900EL i EA (760) 772-5300 8"X 450EL 5 EA SOUS ENGINEER: 8"X 22 1/2• EL 3 EA HILLTOP BEOTECMNICAL 8"X i1 1/40EL 6 EA 27210 E. 3M STREET HIGHLAND. CA. 92346 (949)862-4197 8"X 6" REDUCER i EA 6' FIRE HYDRANT ASSY (DRY BARREL) 7 EA Underground Servke ARK# i' SERVICE 77 EA Coll: TOLL FREE 12" BL.IWD FLANGE 1 EA I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM 1•- 800 NOTE: IS IN AC ROANCE WITH THE REQUIREMENTS PRESCRIBED BY THE ER ID OUNT IRE DEPARTMENT. 22 * ALL SERVICES, FIRE HYDRANTS AND AIR VAC/ RELEASE VALVES MAiMCED WITH AN ASTERISK ARE TO BE LOCAIEDTWO FEET FARTHER FROM THE STREET RIGHT-OF-WAY TO ALLOW FOR A SIDEWALK ATE IM 01=W10 DAYS MY= VWOU EXPANSION AROUND THE MAILBOX BASE PER THE DETAIL ON EACH SHEET. EIT A. CFPrSTIANSEN R.C.E.50083 EftP.6 0-97 61 SCALE: i"- '`48 37 ' 29 0 4 184 1•s 1•x 6 600 Boo 77 47 38 ?7 1•s 5 �- 6 65 69 76 � 46 39 T x 7 6 ems" 9 e 214 215 l0 x1 70 75 45 40 5 14 1 t 12 x1x 80 ' 671 71 74 44 41 1 16 i 1 1 CONSTRUCT 8' DI WATER MAIN $ 211 SITE 72 7 43 42 210 SELEK DRIVE ------ AD" STREET 1 CEMD 1 RUC`T 8' DI WATER MAIN 1 SEE *IMT Z 1 M SET 3 ICSTMA'TE OF QUANTITIES: 12" DUCTILE IRON WATER MAIN 745 LF 8" DUCTILE IRON WATER MAIN 2242 LF 12" GATE VALVE (0uC'T%LE IkCW4) 6 EA S' GATE VALVE MA") 7 EA DATE V&-1 +'L"71 12' TEE i EA COUNTY OF 120X 120X 8" TEE i EA DEPARThMNT OF MALTH 12' X 12'X 6" TEE 2 EA 120X 8' REDUCER i EA 120X 45'EL i EA A 120X 22 1/2'EL 2 EA DATE: 120X It 1/4' EL i EA DEVELOPER: 8' TEE 2 EA DEL WEBS CALIFORNIA CORPORATION 8"X SOX 6' TEE 4 EA 39755 BEWLEY DRIVE BERMUDA DUNES, CA. 92203 SOX 900EL i EA (760) 772-5300 8"X 450EL 5 EA SOUS ENGINEER: 8"X 22 1/2• EL 3 EA HILLTOP BEOTECMNICAL 8"X i1 1/40EL 6 EA 27210 E. 3M STREET HIGHLAND. CA. 92346 (949)862-4197 8"X 6" REDUCER i EA 6' FIRE HYDRANT ASSY (DRY BARREL) 7 EA Underground Servke ARK# i' SERVICE 77 EA Coll: TOLL FREE 12" BL.IWD FLANGE 1 EA I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM 1•- 800 NOTE: IS IN AC ROANCE WITH THE REQUIREMENTS PRESCRIBED BY THE ER ID OUNT IRE DEPARTMENT. 22 * ALL SERVICES, FIRE HYDRANTS AND AIR VAC/ RELEASE VALVES MAiMCED WITH AN ASTERISK ARE TO BE LOCAIEDTWO FEET FARTHER FROM THE STREET RIGHT-OF-WAY TO ALLOW FOR A SIDEWALK ATE IM 01=W10 DAYS MY= VWOU EXPANSION AROUND THE MAILBOX BASE PER THE DETAIL ON EACH SHEET. EIT A. CFPrSTIANSEN R.C.E.50083 EftP.6 0-97 UND RSPOL ID UTILITIES PRIVATE ENGINEERING NOTE ALL IM1Ml01SO UrILITI010 SM STR1CT1/d W a sY THE O1s10'RI on CSMT1WCTI011 CON"WiCTOR AGS THAT IN ACCORDANCE WITH GENERALLY 911114111110 AGO M TME RMDSR 0 AM IMICAT® WITH ACOlf® 00drFOJCTISN /IMCTI111K C0111MR CTIGN CONTRACTOR WILL SE TINW1 AGl�1MM Ti/1 ANR M �00E BY ACCE TIM � To AME !0. SE ANI coviu TE R "O,SRNMIG`ILITY FOR .JON SITE TM10E l�LAR1II Ni 0 M M1J10.MNT TH09RETG. AGUE: COIOITIOMS 011GU1i Im oolMrGE OF CONSTRUCTION OF 'THE PROJECT. l tlsi ARO 10 IiAALtIM Ss FOR ADAIMMS I1CUM M SAM" OF ALL lO MI 'RM�MJ ATY: THAT THIS REIFIE- FM al STNJCTIM NOT OW SOL W RMOE TO OftY GMRT1116A SLY ARO. MDT SE LIMITER) TO To M RMI rt�1 ON THE RAS 1�_l 1�. AM 001MTRCTIOM CONTRAFM FUTREA AGREES 1� TIE AGIE II11E TW ��0, II Y MO HOCM OOi14" FI oNAL MMRK,EIO FROM MEA 1=0 To 11110018cT TIE O11 GIIDIN AND ANY OTROS! AIM AM ALL LIAiILITY. REAL DR Ai.L119M IN COMECTI N WITH THE UTILITM MI 97FA TU!!i 110014411At M 01IlE. IT SNNLL 01E THE CONTRACT- !� OF WK ON THIS FGI0.ECT. WNWIIIM LIMILITY ARISING OR'S 1lMMiIMAITV TO MRTVY TME O OF RIE UTILITIES OR FROM TIE !0.E M1MIGIRM OF =ISN PROrMIONAL. STIUCTISrES COIIRa!® 11111111111rt STARTM WM. SCALE: V - 20077• P. L. s C. L. OF MAILBOX - FIRE HYDRANT C.L. WATER METER BOX ' DEWALK f 2'.-6'.•so.. ,• • . . MAILBOX B4ASE CURB * MAILBOX LOCATION DETAIL N 15 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCEPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY COUNTY. SEAL BENCHMARK: ., RIVERSIDE COUNTY BENCH MARK: BRASS DISK IN CONCRETE POST, STAMPED -- "603-37" 3.6 MILES NORTHWEST ALONG INTERSTATE 10 FROM STATE HWY 111 - AT "Y" IN INDIO. THEN 3.3 MILES NORTHWEST ALONG COUNTRY CLUB DRIVE BRASS DISK SET IN 12" CONCRETE CYLINDER. MONUMENT IS 6.0 FEET BELOW RAILROAD TRACTS AND 0.6 FEET ABOVE GROUND. 254.0 FEET NORTHWEST OF No. 33950 I* NEW WASHINGTON STREET OVERPASS, 23.0 FEET NORTHWEST OF TELEPHONE W/ * EXR6-30- v NO NUMBER. MONUMENT IN POLE LINE 296.0 FEET SOUTHEAST OF OLD WASHINGTON `"r- 01V1\. ��` STREET, 44.0 FEET SOUTHEAST OF SOUTHEAST BOUND TRACK OF RAILROAD QFC C�O ELEVATION: 103.651 ADJUSTMENT: 1970 SEAL APPROVED BY: DATE: 8 ZIZZ,1-7 General District Motes for Domestic Water 1. All materials and construction shall conform to the Standard Specifications for the Construction of Domestic Water Systems (Standard Specifications) of the Coachella Valley Water District (CVVD). Unless modified by the Standard Specifications, the standards of the American Water Works Associations shall -apply to all materials and construction methods. 2. All work shall be inspected by CVWD. The charges for inspection shall be in accordance with CVWD's Regulations and Standard Specifications. 3. Work performed without inspection shall be rejected. 4. The minimum cover for water distribution pipelines and appurtenances shall be 36 inches. Streets shall be brought to subgrade, sever installed and curb and gutter installed before pipeline is installed. 5. All connections to existing facilities will be made by CVWD at the owner's expense. Sixty days notice required. 6. The separation between water and sever facilities shall be as specified in CVWD Standard Drawing W1. 7. Contractor shall contact the Chief Inspector, CVWD, at least 48 hours prior to start of construction to arrange a preconstruction conference. 8. An approved cleaning tool shall be pulled through the pipe during the progress of its assembly to remove dirt, rocks or foreign materials. 9. No water or sewer pipelines shall be installed under decorative concrete, concrete, curbs or sidewalks without prior approval of CVWD. All in -tract streets shall be paved with asphalt concrete pavement. 10. These plans may be subject to review and/or revision, by CVWD, if construction has not begun within 12 months from Date of Approval as shown in CVWD Drawing Approval Blocks. 11. Contractor shall submit to CVWD a list of materials to be used prior to the preconstruction conference. Only materials on the approved list may be used. List shall include quantity, manufacturer, model, size, and other pertinent data. 12. Contractor shall schedule his construction activities with the Chief Inspector, daily, between 3:30 and 4:30 p.m. for the following working day. If CVV'D is unable to provide an inspector or inspectors. Contractor shall reschedule its work for another time. If Contractor elects to cancel scheduled work without notice to CVWD, Contractor shall be charged 1 hour of inspection time for each day of occurrence. 13. Contractor shall call underground Service Alert at 1-800-422-4133 at least two working days prior to start of construction. 14. Curb and gutter shall be in place before any domestic water pipelines are constructed. certify that the design of the water system in Tract No. ex is in accordance with the water systemexpansion pions of the Coochello Volley Water District and that the water service, storage and distributionsywill be adequate to provide water service to such tract. This Certification does notstem constitute a guarantee that it will supply water to such tract at any specific quantities, flows or pressures for fire protection or any other purpose. Date: COACHELLA VALLEY WATER DISTRICT By: 4iel L. Parks Director of Engineering R.C.E. No. 29572 RECOMMENDED FOR APPO e�VA L BY DA CHECKED BY: DATE VZ p• F TAT RIVERSIDE COUNTY, CALIFORNIA R. C. E. NO,- 33950 EXP. DATE: 6 77-682 COUNTRY CLU® DRIVE, STE F-2 PALM DESERT, CA . 92211 t AllPMt (760) 345-7808 FAX: (760) 345-4727 lig . - EI T A , CHRISTIANSE sit AS NOTED ■813910lm MORESEE ABOVE OWE or DRAM W. aNECOM or. C.E. No . 50083 EXP. DATE: 6-30-97 GMTe APRIL 1997 G.V.V. . INAWD11111 APPROVAL .m JUN 3, 1997 081111r..1111111111 -~.0101111M mr-L w In. 000, 22723 IN THE UNINCORPORATED TERRITORY OF COUNTY OF -RIVERSIDE CALIFORNIA WATER IMPROVEMENT PLANS. I TRACT 27500 TITLE SHEET aF 3 N THE S. E. 4 OF SECTION 6 T 5 S R 7 E S B Fat DEL WEBB CALIFORNIA CORP W.O. IOt 91)9s*XX22723 SCALE: i"- 200 FEET INDEX MAP 0 100 200 400 600 Boo UND RSPOL ID UTILITIES PRIVATE ENGINEERING NOTE ALL IM1Ml01SO UrILITI010 SM STR1CT1/d W a sY THE O1s10'RI on CSMT1WCTI011 CON"WiCTOR AGS THAT IN ACCORDANCE WITH GENERALLY 911114111110 AGO M TME RMDSR 0 AM IMICAT® WITH ACOlf® 00drFOJCTISN /IMCTI111K C0111MR CTIGN CONTRACTOR WILL SE TINW1 AGl�1MM Ti/1 ANR M �00E BY ACCE TIM � To AME !0. SE ANI coviu TE R "O,SRNMIG`ILITY FOR .JON SITE TM10E l�LAR1II Ni 0 M M1J10.MNT TH09RETG. AGUE: COIOITIOMS 011GU1i Im oolMrGE OF CONSTRUCTION OF 'THE PROJECT. l tlsi ARO 10 IiAALtIM Ss FOR ADAIMMS I1CUM M SAM" OF ALL lO MI 'RM�MJ ATY: THAT THIS REIFIE- FM al STNJCTIM NOT OW SOL W RMOE TO OftY GMRT1116A SLY ARO. MDT SE LIMITER) TO To M RMI rt�1 ON THE RAS 1�_l 1�. AM 001MTRCTIOM CONTRAFM FUTREA AGREES 1� TIE AGIE II11E TW ��0, II Y MO HOCM OOi14" FI oNAL MMRK,EIO FROM MEA 1=0 To 11110018cT TIE O11 GIIDIN AND ANY OTROS! AIM AM ALL LIAiILITY. REAL DR Ai.L119M IN COMECTI N WITH THE UTILITM MI 97FA TU!!i 110014411At M 01IlE. IT SNNLL 01E THE CONTRACT- !� OF WK ON THIS FGI0.ECT. WNWIIIM LIMILITY ARISING OR'S 1lMMiIMAITV TO MRTVY TME O OF RIE UTILITIES OR FROM TIE !0.E M1MIGIRM OF =ISN PROrMIONAL. STIUCTISrES COIIRa!® 11111111111rt STARTM WM. SCALE: V - 20077• P. L. s C. L. OF MAILBOX - FIRE HYDRANT C.L. WATER METER BOX ' DEWALK f 2'.-6'.•so.. ,• • . . MAILBOX B4ASE CURB * MAILBOX LOCATION DETAIL N 15 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCEPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY COUNTY. SEAL BENCHMARK: ., RIVERSIDE COUNTY BENCH MARK: BRASS DISK IN CONCRETE POST, STAMPED -- "603-37" 3.6 MILES NORTHWEST ALONG INTERSTATE 10 FROM STATE HWY 111 - AT "Y" IN INDIO. THEN 3.3 MILES NORTHWEST ALONG COUNTRY CLUB DRIVE BRASS DISK SET IN 12" CONCRETE CYLINDER. MONUMENT IS 6.0 FEET BELOW RAILROAD TRACTS AND 0.6 FEET ABOVE GROUND. 254.0 FEET NORTHWEST OF No. 33950 I* NEW WASHINGTON STREET OVERPASS, 23.0 FEET NORTHWEST OF TELEPHONE W/ * EXR6-30- v NO NUMBER. MONUMENT IN POLE LINE 296.0 FEET SOUTHEAST OF OLD WASHINGTON `"r- 01V1\. ��` STREET, 44.0 FEET SOUTHEAST OF SOUTHEAST BOUND TRACK OF RAILROAD QFC C�O ELEVATION: 103.651 ADJUSTMENT: 1970 SEAL APPROVED BY: DATE: 8 ZIZZ,1-7 General District Motes for Domestic Water 1. All materials and construction shall conform to the Standard Specifications for the Construction of Domestic Water Systems (Standard Specifications) of the Coachella Valley Water District (CVVD). Unless modified by the Standard Specifications, the standards of the American Water Works Associations shall -apply to all materials and construction methods. 2. All work shall be inspected by CVWD. The charges for inspection shall be in accordance with CVWD's Regulations and Standard Specifications. 3. Work performed without inspection shall be rejected. 4. The minimum cover for water distribution pipelines and appurtenances shall be 36 inches. Streets shall be brought to subgrade, sever installed and curb and gutter installed before pipeline is installed. 5. All connections to existing facilities will be made by CVWD at the owner's expense. Sixty days notice required. 6. The separation between water and sever facilities shall be as specified in CVWD Standard Drawing W1. 7. Contractor shall contact the Chief Inspector, CVWD, at least 48 hours prior to start of construction to arrange a preconstruction conference. 8. An approved cleaning tool shall be pulled through the pipe during the progress of its assembly to remove dirt, rocks or foreign materials. 9. No water or sewer pipelines shall be installed under decorative concrete, concrete, curbs or sidewalks without prior approval of CVWD. All in -tract streets shall be paved with asphalt concrete pavement. 10. These plans may be subject to review and/or revision, by CVWD, if construction has not begun within 12 months from Date of Approval as shown in CVWD Drawing Approval Blocks. 11. Contractor shall submit to CVWD a list of materials to be used prior to the preconstruction conference. Only materials on the approved list may be used. List shall include quantity, manufacturer, model, size, and other pertinent data. 12. Contractor shall schedule his construction activities with the Chief Inspector, daily, between 3:30 and 4:30 p.m. for the following working day. If CVV'D is unable to provide an inspector or inspectors. Contractor shall reschedule its work for another time. If Contractor elects to cancel scheduled work without notice to CVWD, Contractor shall be charged 1 hour of inspection time for each day of occurrence. 13. Contractor shall call underground Service Alert at 1-800-422-4133 at least two working days prior to start of construction. 14. Curb and gutter shall be in place before any domestic water pipelines are constructed. certify that the design of the water system in Tract No. ex is in accordance with the water systemexpansion pions of the Coochello Volley Water District and that the water service, storage and distributionsywill be adequate to provide water service to such tract. This Certification does notstem constitute a guarantee that it will supply water to such tract at any specific quantities, flows or pressures for fire protection or any other purpose. Date: COACHELLA VALLEY WATER DISTRICT By: 4iel L. Parks Director of Engineering R.C.E. No. 29572 RECOMMENDED FOR APPO e�VA L BY DA CHECKED BY: DATE VZ p• F TAT RIVERSIDE COUNTY, CALIFORNIA R. C. E. NO,- 33950 EXP. DATE: 6 77-682 COUNTRY CLU® DRIVE, STE F-2 PALM DESERT, CA . 92211 t AllPMt (760) 345-7808 FAX: (760) 345-4727 lig . - EI T A , CHRISTIANSE sit AS NOTED ■813910lm MORESEE ABOVE OWE or DRAM W. aNECOM or. C.E. No . 50083 EXP. DATE: 6-30-97 GMTe APRIL 1997 G.V.V. . INAWD11111 APPROVAL .m JUN 3, 1997 081111r..1111111111 -~.0101111M mr-L w In. 000, 22723 IN THE UNINCORPORATED TERRITORY OF COUNTY OF -RIVERSIDE CALIFORNIA WATER IMPROVEMENT PLANS. I TRACT 27500 TITLE SHEET aF 3 N THE S. E. 4 OF SECTION 6 T 5 S R 7 E S B Fat DEL WEBB CALIFORNIA CORP W.O. IOt 91)9s*XX22723 I 10' WIDE MAINT I I EASEMENT EXISTING 8" PVC 1 i 65 DISCHARGE LINE I i * STA 14+43 I I i SS14+4 TA5 2' 4+ 15. ! 124X� 450 EL I ( 15 WIDE 1MATER LOT 90 T'n"ACT 2706O.-D'O W 23/27-38 64 STA STA 13+95 1 I w SERV 60 . G 61 G i� 62©� STA +9 i SERV 4,G V*NTA 12+95 -62720 Or' 26.63-/\ N 55' 35 ' 34' E 42.10 STA 11+2 59 i SERV STA 11+25 fA 11+49.01 T 4STAI L: 1) 12 X 22 1/20 STA 11+9 ERV +95 57 GOLD NR FDS RIVE 1 I I TRA T 273 3 5=1 92 7 I I i 1 EXISTING 232172-"O I i SEE DIST DWG 221136TER MAIN I MANORGATEI _ROAD • i �� �G� -� �� "' - 6 • i i i i i i �i I I I -S_ 65 r rri •• �i. i i i• i i i i i i` i i i rri • 1 SEEDIS 67 i • i L i i i i STA 10+29.75 OWG ri • • •: i i J -S- o i i 70 •i�iii CONTRACTOR TO REMOVE � _ _ I EX B.O.AS Y AND CONNECT I Z7EXISTING �� I S STA 10+29.75 I VCP SEWER MAS• � TO EX. 12 WATER MAIN CONTRACTOR TO REMOVE 1 SEE DIST.DWG.21 38 BRAND UNDER DIRECT DITRICT Jn INSPECTION m EX B.O.ASSY AND CONNECT TO EX . 8 WATER MAIN 1I E AVENUE 53 STA 10+73 4 STA 10+71 52 '"Z'' UNDER DIRECT DITRICT 1 j1- SERV '"i 0' 1 SERV INSPECTION - _ z 33�sr 1 +7 a' 1-4 32 _ _ �, 6 *ST to SERV77 6' EW -r I . " - - ; STA 10+84 24 23 STA 10.77 54 `° I �, 17 m STA 11+23 51 W 34 1 _ _ Z i SERV y STA 10+88 - - �-i 'Q io SERV STA 11+27 _ I 31 Z 22 0, 1 " SERV C\1 �; . I 55 CJ STA 11+73 STA 11+76.60 0 ~ A py N STASE1+48 25 18 - I RV STA 11+80 INSTA4L: E -r - U35 14 _ _ L_ i SERV (1) 12' X 11 1/40 EL U Go ; Z STA 11+79 2' STA 10+39 _ e' 1 � jl; � � INiiSTA LLIIBNX6"X 6" TE - - a' W 1 ` SERV 1) 6 " FH ASSY "6" V��! 1co x4 CID1 21 56 49 [--�� STA 11+83 ml I EX SWR LA30T0 BE C _ N 14.18'01"E iTAS12+14 UERV W� i SERV Z N ABANDONED C! 80.35 s , a o 36 26 - - 19 S +00 S �' 1 SERV r 00 o INSTA" 7.4 p=11° 26' 39" STA 10+42 i SERV 11 .21 p� Iij 12" GV' S (I)8"xg x6"TE y p=13. 13' 21" N 84. 42' 34"E R=460.00 q o N 11054'26"W �O 1 12"X B" RED (I)6"GV (1�6" H ASSY = STA 23+81.62 EC L=9 .88 27 6 1 68.67 ��O STA 12+83.74 �� 38 T-53. 16 INSTALL: T=46.09 3g6.q T 53.32 STA 14+80.35 77 INSTLL: ° � STA 24+67.70 E- 1 (1) 8"X 22 1/20 EL (i)8"X 11 1/4 EL 6 INSTA L: STA 13+1STA 13+33.15 E F 2 8 STA 22+89.74 1) 12 X 22 1/2° EL STA 13+80.43 N 1' SERV ti 47 INSTALL: BC - ,� �1� 8 TEE �� � STA 24+16 INSTALL: q 3 An GV'S r SERV i SERV (i) 8"X i 1 1/40 EL 6' STA 13+13.66 STA 13+19 ,4 ,c11 7 INSTALL: o _° i SERV �� X11 3 1 1?� X 12"X 6" TEE r6 69 1 6HV "FASSY STA 20+06.49 W- A 15+51.24 NSTAI L: i I? GV12"X 8" TEE 2 12" GV' - STA 19+79.85 INSTALL: (i) 8"X 11 1/40 EL STA 19+37.76 WNSTALL: 70 1) 8"X ii i/4 -EL' 790 02 ' 18' E 46� ASSy 39 8 STA 13+75.89 f� t 9 76 EC t STA 14+30 N 68 4.85 1 W I, 10 I 1 SERV � Q STA 23+21 STA 14+02 12• 45 4011 STASERV 14+06 86.08 STA S24+13 TAERV SERV24 1" SERV �� 12 11 �\ STA + b STA 14+43 1 SERV r N 16.16'22" STA 24+18 g1�JE 14 34 i SERV STA 14+10.74 p=5'19'27" 1 SERV I)VO 75 1 SERV 2 (iSTALL: 1/2° EL T=21.39 Ci5��a, � .1• 13 _ _ �� �g� C� 14 I MAW EASEMENT N 67. 47 18 E 12 . !8 _ _ STA 14+47 4 • i 4. C'0'" I O v� ,., a i SERV � .r 15 'o _ TA 5+01.47 N 61' 14 59 M STA 9+25.58 STA 14+60.26 CU I 16 NS ALL: (1)12"B� 11D FU4NG 51.33 67 118 'X 11 i/40EL INSTALL: 41 SA 19+11 (1) 8"X 11 i/40 EL 44 EXISTING: 24" STL I� 1 SERV � SLEEVE STA 8+6 STA 9+0774 N 1 4 STA 15+00 * i V ® 71 1 SRV � STA 15+28 1w1 1 SERV r, i SERV ------------------- H STA 8+17.06 TA 16+40.87 51 STA 15+21 STA 15+04 .� 1 p 4 STA ®+58 3 N' ALL: INSTALL: " " f i CO i SERV i SERV z 1 WEJL gin ' U 1 V i) 8 X 45' EL III 6"XGe X 6 TE , ZI STA 15+62.08 - y in"STA 7+82.27 43 INSTALL: N 110. 5721 Qi 68 ty ALL: 72 1 6" FH ASSY III 8"X 990 EL iv 1 STA 15+72.68 SEE DIST. DWG. � � 1 e'x 45'EL 73 1 8"X 6 RED .r I 19326 INSTALL: 1 6" GV 42 . I m STA 7+61 6' 8 (i) 8"X 45° EL 1 6" FH ASSY QD Z i SRV m PFQP 4- CPP SR OPEN SPACE 8' + N 44042'42'W- - - - - - 78 _ 01 00' 17' 180E 174.79 _34.79-. - - - -*79 Ex.cwTES N 45.17 ' 18' E - - 34.79 _ _ OPEN SPACE - - C20'WIOE SEWER MAIN ESM - STA 16+07,47/EXISTING 12" VCP SEWER MAIN INSTALL' SEE DIST.DWG.19255 (1) 8"X 450 EL -� w♦ - - - - - - - - - w w w w w w w w w - - - - - - - - - - - - - - - - - 9- - - - - - -S- - - - -- - .- -- - - - - ---� CONSTRUCT 8" D.I. HATER MAIN ------------�------ 17 Underground Service Aiert SCALE: In 40' SEAL NOTE= /��aEEsso • ALL SERVICES FIRE HYDRANTS AND AIR VAC RELEASE VALVES f,e - �Q A. OT l Call: TOLL FREE MARKED WITH AN ASTERISK ARE M BE LOCATED 2 FEET FARTHER ca IV /y_ FROM THE STREET RIGHT- OF -WAY TO ALLOW FOR A SIDEWALK ' CD Y z rte" ---1-800 EXPANSION AROUND THE MAILBOX BASE PER THE DETAIL ON EACH SHT. °us G No. 33950 422-413 SCi' - 40' *p EXP. s -3o - ALE: 'j CI V1i- F aF C1*O Two WOMCINC DAYS MEFORE YOU 0 20 40 8o 120 too ADAMS STREET P. L. & C. L. OF MAILBOX HYDRANT -C.L. WATER METER BOX 'CK QF CURB WiftUGt GUHti "`�. & GUTTER MAILBOX LOCATION DETAIL NIS RECOMMENDED FOR APPROVAL BY/ 01�1�/ c � DAT CHECK D BY% zm DATE: LMDERGPMM UTILITIES PRIVATE ENGINEERING NOTE ALL UNOMM101010111 UTILITM ON STNUCTW0 EII MINION, DY THE OILER OR CONSTRWION CWTRMCTO ANNMRS THAT IN ACCOMIDAMCE WITH GENERALLYOi AND THOSE 010101 ON THE MMCOIft EliMWM AM INDICATED WITH ACCEPTED CO NSTRICTIOM PRACTICER. CONSTRICTION CONTRACTOR WILL 8E MITI APPROXIMATE LOCATION AND lXTQfT. THE OMERL BY ACCEPTING RM:IINJIRI® TO Af0lRE TOLE AND COMPLETE RFRPONSIBILITY FOR .JOB SITE THM FLAN/ OR PROCII®IM MITH IM PINWOME TO PUINU�NT THERETO. AGMM"ER CONDITIONS OtIRING THE COURSE OF CONSTRICTION OF THE PROJECT. TO ASMBE LIA§nXff AND TO. NOLO iB�100D MARMG.ERB FOR ANY DAMMES INCLUDDD SAFETY OF ALL PE IMOMS AND PROPERTY: THAT THIS MWIRE- RNLLTIMS FROM E!M'MM V UM ITIQ OR STRUCTURES NOT MM NT SHALL SE MADE TO APPLY COITIN UOUSLY AND NOT BE LIMITED TO77-662 M0onTgo TO THE NST NO OR SHOWN ON THE RECORDS NORMAL NWING HOURM. AHD CONOTNNICTION CONTRACTOR FUT}ER AGREES RXAinw. THE IS TII TAIE DIVE PRECAUTIONARY TO DEFEMIX I!D®NIFY AMD HOLD DESIGN PROFESSIONAL HARMLESS FROM IEMI ES TO PWISCT TME UTILITIES OR STMIXIUES SHOWN AND ANY OTHER AMY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOM AT THE SITE. IT SHALL BE THE CONTRACT- I M OMNWNCE OF WOM - ON THIS PROJECT. EXCEPTING LIABILITY ARISING OR'S IERPONSUZUTY TO NOTIFY THE OMERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF OERIGN PROFESSIONAL. STRUCTURES CONNCIGMNRD BEFORE STARTIMS WORM(. U I -- O I SEAL w4 � •IfgSc:�... _ � 2 C�� S� t J! -' - t C � ` , 0^ APPR D BY' DATE: lm�z / Z' FOR AT T.. RIVERSIDE COUNTY. CALIFORNIA R.C.E. NO. 339so EXP . DATE: 'FRAYS®b It C�G�[� MTIA� SEH E Id a I N E E R I M Q COUNTRY CLUS DRIUE. STE F-2 PALM DESERT. CA. 92211 PR (760) 345-7608 FAX: (760) 345-4727 � •� STA 12+ 18- , ! � STA 12+13 o� v i SERV - - I" SERV 6-18.32' 48"29 I - 20 � 48 R-460.00 L-148.90 37 STA 12+26.99 1 � ` TA 12+72.53 E= T=75 li STA 12+93 BC I S +00 S �' 1 SERV r 00 o INSTA" 7.4 p=11° 26' 39" STA 10+42 i SERV 11 .21 p� Iij 12" GV' S (I)8"xg x6"TE y p=13. 13' 21" N 84. 42' 34"E R=460.00 q o N 11054'26"W �O 1 12"X B" RED (I)6"GV (1�6" H ASSY = STA 23+81.62 EC L=9 .88 27 6 1 68.67 ��O STA 12+83.74 �� 38 T-53. 16 INSTALL: T=46.09 3g6.q T 53.32 STA 14+80.35 77 INSTLL: ° � STA 24+67.70 E- 1 (1) 8"X 22 1/20 EL (i)8"X 11 1/4 EL 6 INSTA L: STA 13+1STA 13+33.15 E F 2 8 STA 22+89.74 1) 12 X 22 1/2° EL STA 13+80.43 N 1' SERV ti 47 INSTALL: BC - ,� �1� 8 TEE �� � STA 24+16 INSTALL: q 3 An GV'S r SERV i SERV (i) 8"X i 1 1/40 EL 6' STA 13+13.66 STA 13+19 ,4 ,c11 7 INSTALL: o _° i SERV �� X11 3 1 1?� X 12"X 6" TEE r6 69 1 6HV "FASSY STA 20+06.49 W- A 15+51.24 NSTAI L: i I? GV12"X 8" TEE 2 12" GV' - STA 19+79.85 INSTALL: (i) 8"X 11 1/40 EL STA 19+37.76 WNSTALL: 70 1) 8"X ii i/4 -EL' 790 02 ' 18' E 46� ASSy 39 8 STA 13+75.89 f� t 9 76 EC t STA 14+30 N 68 4.85 1 W I, 10 I 1 SERV � Q STA 23+21 STA 14+02 12• 45 4011 STASERV 14+06 86.08 STA S24+13 TAERV SERV24 1" SERV �� 12 11 �\ STA + b STA 14+43 1 SERV r N 16.16'22" STA 24+18 g1�JE 14 34 i SERV STA 14+10.74 p=5'19'27" 1 SERV I)VO 75 1 SERV 2 (iSTALL: 1/2° EL T=21.39 Ci5��a, � .1• 13 _ _ �� �g� C� 14 I MAW EASEMENT N 67. 47 18 E 12 . !8 _ _ STA 14+47 4 • i 4. C'0'" I O v� ,., a i SERV � .r 15 'o _ TA 5+01.47 N 61' 14 59 M STA 9+25.58 STA 14+60.26 CU I 16 NS ALL: (1)12"B� 11D FU4NG 51.33 67 118 'X 11 i/40EL INSTALL: 41 SA 19+11 (1) 8"X 11 i/40 EL 44 EXISTING: 24" STL I� 1 SERV � SLEEVE STA 8+6 STA 9+0774 N 1 4 STA 15+00 * i V ® 71 1 SRV � STA 15+28 1w1 1 SERV r, i SERV ------------------- H STA 8+17.06 TA 16+40.87 51 STA 15+21 STA 15+04 .� 1 p 4 STA ®+58 3 N' ALL: INSTALL: " " f i CO i SERV i SERV z 1 WEJL gin ' U 1 V i) 8 X 45' EL III 6"XGe X 6 TE , ZI STA 15+62.08 - y in"STA 7+82.27 43 INSTALL: N 110. 5721 Qi 68 ty ALL: 72 1 6" FH ASSY III 8"X 990 EL iv 1 STA 15+72.68 SEE DIST. DWG. � � 1 e'x 45'EL 73 1 8"X 6 RED .r I 19326 INSTALL: 1 6" GV 42 . I m STA 7+61 6' 8 (i) 8"X 45° EL 1 6" FH ASSY QD Z i SRV m PFQP 4- CPP SR OPEN SPACE 8' + N 44042'42'W- - - - - - 78 _ 01 00' 17' 180E 174.79 _34.79-. - - - -*79 Ex.cwTES N 45.17 ' 18' E - - 34.79 _ _ OPEN SPACE - - C20'WIOE SEWER MAIN ESM - STA 16+07,47/EXISTING 12" VCP SEWER MAIN INSTALL' SEE DIST.DWG.19255 (1) 8"X 450 EL -� w♦ - - - - - - - - - w w w w w w w w w - - - - - - - - - - - - - - - - - 9- - - - - - -S- - - - -- - .- -- - - - - ---� CONSTRUCT 8" D.I. HATER MAIN ------------�------ 17 Underground Service Aiert SCALE: In 40' SEAL NOTE= /��aEEsso • ALL SERVICES FIRE HYDRANTS AND AIR VAC RELEASE VALVES f,e - �Q A. OT l Call: TOLL FREE MARKED WITH AN ASTERISK ARE M BE LOCATED 2 FEET FARTHER ca IV /y_ FROM THE STREET RIGHT- OF -WAY TO ALLOW FOR A SIDEWALK ' CD Y z rte" ---1-800 EXPANSION AROUND THE MAILBOX BASE PER THE DETAIL ON EACH SHT. °us G No. 33950 422-413 SCi' - 40' *p EXP. s -3o - ALE: 'j CI V1i- F aF C1*O Two WOMCINC DAYS MEFORE YOU 0 20 40 8o 120 too ADAMS STREET P. L. & C. L. OF MAILBOX HYDRANT -C.L. WATER METER BOX 'CK QF CURB WiftUGt GUHti "`�. & GUTTER MAILBOX LOCATION DETAIL NIS RECOMMENDED FOR APPROVAL BY/ 01�1�/ c � DAT CHECK D BY% zm DATE: LMDERGPMM UTILITIES PRIVATE ENGINEERING NOTE ALL UNOMM101010111 UTILITM ON STNUCTW0 EII MINION, DY THE OILER OR CONSTRWION CWTRMCTO ANNMRS THAT IN ACCOMIDAMCE WITH GENERALLYOi AND THOSE 010101 ON THE MMCOIft EliMWM AM INDICATED WITH ACCEPTED CO NSTRICTIOM PRACTICER. CONSTRICTION CONTRACTOR WILL 8E MITI APPROXIMATE LOCATION AND lXTQfT. THE OMERL BY ACCEPTING RM:IINJIRI® TO Af0lRE TOLE AND COMPLETE RFRPONSIBILITY FOR .JOB SITE THM FLAN/ OR PROCII®IM MITH IM PINWOME TO PUINU�NT THERETO. AGMM"ER CONDITIONS OtIRING THE COURSE OF CONSTRICTION OF THE PROJECT. TO ASMBE LIA§nXff AND TO. NOLO iB�100D MARMG.ERB FOR ANY DAMMES INCLUDDD SAFETY OF ALL PE IMOMS AND PROPERTY: THAT THIS MWIRE- RNLLTIMS FROM E!M'MM V UM ITIQ OR STRUCTURES NOT MM NT SHALL SE MADE TO APPLY COITIN UOUSLY AND NOT BE LIMITED TO77-662 M0onTgo TO THE NST NO OR SHOWN ON THE RECORDS NORMAL NWING HOURM. AHD CONOTNNICTION CONTRACTOR FUT}ER AGREES RXAinw. THE IS TII TAIE DIVE PRECAUTIONARY TO DEFEMIX I!D®NIFY AMD HOLD DESIGN PROFESSIONAL HARMLESS FROM IEMI ES TO PWISCT TME UTILITIES OR STMIXIUES SHOWN AND ANY OTHER AMY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOM AT THE SITE. IT SHALL BE THE CONTRACT- I M OMNWNCE OF WOM - ON THIS PROJECT. EXCEPTING LIABILITY ARISING OR'S IERPONSUZUTY TO NOTIFY THE OMERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF OERIGN PROFESSIONAL. STRUCTURES CONNCIGMNRD BEFORE STARTIMS WORM(. SEAL w4 � •IfgSc:�... _ � 2 C�� S� t J! -' - t C � ` , 0^ APPR D BY' DATE: lm�z / Z' FOR AT T.. RIVERSIDE COUNTY. CALIFORNIA R.C.E. NO. 339so EXP . DATE: 'FRAYS®b It C�G�[� MTIA� SEH E Id a I N E E R I M Q COUNTRY CLUS DRIUE. STE F-2 PALM DESERT. CA. 92211 PR (760) 345-7608 FAX: (760) 345-4727 P AR Y: DA EIT A . CHiRIS ANS N E. NO. 50083 EXP. DATE: 6-30-97 shim 1 " =40 ' NENCHMA1MC SEE SHEET 1 m7e APRIL 1997 ours °PAWN Rr ma mw Mr:' 80 OPEN SPACE � � �-waw �� �. _�_��� 1.:�_• � _� � lel" i s' -i. 22724 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE. CA WATER IMPROVEMENT PLANS on. 2 TRACT 27500 3 9 IN THE SE 1/4 OF SECTION 6. T 5 S. R 7 E. SBM FOR: DEL WEBB CALIFORNIA CORP IN.Q. n� 9D9mpXX2F7 I 9Uy•��Cz"�,�