Loading...
912xx_wtIN DIO HILLS RAMM Ro PALMS STATE PARK (PROPOSED) S♦ti >A0 FRANK SINATRA DR PACT SITE by COUNTRY CLUB DR T -T- T t 44TH ST. 47TH AVE I103I AN1 WELLS VICINTIY MAP 'n 36TH ST. 38TH AVE 40TH ST. cz Z ,J0 z BERMUDA DUNES APPROVED BY THE RIVERSDE COUNTY FIRE DEPARTMENT B Y /1 AJCJIR.. F. c. S. DATE y -4g COUNTY OF RIVERSIDE DEPARTMENT OF HEALTH APPROVED DATE IN TTE UIVI OpATED TERAI10flY OF RIVERSIDE COUNTY, CALIFORNIA WATER IMPROVEMENT PLANS - TRACT 28243 DEL WEBB'S SUN CITY - PALM DESERT, CA. TRACT 272Z V 0 e2i I� ESTIMATE OF QUANTITIES: 12' DUCTILE IRON WATER MAIN 8" DUCTILE IRON WATER MAIN 12 GATE VALVE DIP B" GATE VALVE DAR 12"X ':2"X 8'° TEE 12"X 12"X 6" TEE 12-"X 11 1/40EL B" TEE 8"X B"X 6" TEE 8" X 90° EL 8"X 45° EL DEVELOPER: e° x 11 1 /4° EL DEL WEBB CALIFORNIA CORPORATION 8"X 6" REDUCER 39755 BERKLEY DRIVE BERMUDA DUNES. CA. 92203 6°' FIRE HYDRANT ASSY (DRY BARREL) (760) 772-5300 i" SERVICE SOILS ENGINEER: 1 z°° x 6" REDUCER HILLTOP GEOTECHNICAL 6" BLOWOFF ASSY 27210 E. 3RD STREET HIGHLAND CA 92346 2°' AIR/VAC RELEASE VALVE (909)062 -0897 LEGEND UNDERGROUND SERVICE ALERT - - - W - - - INDICATES EXISTING WATER MAIN - - - S - - - INDICATES EXISTING SEWER MAIN KH INDICATES PROPOSED WATER MAIN INDICATES PROPOSED SEWER MAIN DATE: 60 -98 77-682 COUNTRY CLUB 422- NOTE: INDICATES PROPOSED SEWER LATERAL FIRE HYDRANTS AND AIR VAC/ RELEASE VALVES INDICATES PROPOSED WATER SERVICE PH: (760) 345-7808 INDICATES FIRE HYDRANT A.RISTIAN N ��.C>�� INDICATES SEWER MANHOLE INDICATES SEWER CLEANOUT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY INDICATES GATE VALVE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER. BY ACCEPTING ---- - INDICATES SUWERFLY VALVE APPROVED BY THE RIVERSDE COUNTY FIRE DEPARTMENT B Y /1 AJCJIR.. F. c. S. DATE y -4g COUNTY OF RIVERSIDE DEPARTMENT OF HEALTH APPROVED DATE IN TTE UIVI OpATED TERAI10flY OF RIVERSIDE COUNTY, CALIFORNIA WATER IMPROVEMENT PLANS - TRACT 28243 DEL WEBB'S SUN CITY - PALM DESERT, CA. TRACT 272Z V 0 e2i I� ESTIMATE OF QUANTITIES: 12' DUCTILE IRON WATER MAIN 8" DUCTILE IRON WATER MAIN 12 GATE VALVE DIP B" GATE VALVE DAR 12"X ':2"X 8'° TEE 12"X 12"X 6" TEE 12-"X 11 1/40EL B" TEE 8"X B"X 6" TEE 8" X 90° EL 8"X 45° EL DEVELOPER: e° x 11 1 /4° EL DEL WEBB CALIFORNIA CORPORATION 8"X 6" REDUCER 39755 BERKLEY DRIVE BERMUDA DUNES. CA. 92203 6°' FIRE HYDRANT ASSY (DRY BARREL) (760) 772-5300 i" SERVICE SOILS ENGINEER: 1 z°° x 6" REDUCER HILLTOP GEOTECHNICAL 6" BLOWOFF ASSY 27210 E. 3RD STREET HIGHLAND CA 92346 2°' AIR/VAC RELEASE VALVE (909)062 -0897 UNDERGROUND SERVICE ALERT WL%T30H & CALL TOLL FREE F T ANSPORTAT DEPT., MORE #/ E M a I N E E R I N O KH D A. OTHM N R.C.E. e DATE: 60 -98 77-682 COUNTRY CLUB 422- NOTE: * ALL SERVICES, FIRE HYDRANTS AND AIR VAC/ RELEASE VALVES 4 133 MARKED WITH AN ASTERISK ARE'iOBELOCATED TWO FEET FARTHER PH: (760) 345-7808 FROM THE STREET RIGHT-OF-WAY TO ALLOW FOR A SIDEWALK A.RISTIAN N EXPANSION AROUND THE MAILBOX BASE PER THE DETAIL ON EACH SHEET. 2 WORKING DAYS BEFORE YOU M LWERGROUND UTILITIES PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTOXTIC1 CONTRACTOR WILL BE THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER. BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE MOA8nILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PLONS yANT THERETO. AGREES CONDITIONS DURING THE COURSE OF CONSTWATIOI OF THE PROJECT. TO ASSUME LIABILITY AND TO HOLO UNDERSIGNED HANK ESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AMO /RIPIWTY: TNMT THIS REQUIRE- ME"TING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT WENT SHALL BE MADE TO APPLY CONTIMrORY AND NOT E LIMITED TO OW01 0 TO THE UNDERSIGNED. NOT INDICATED OR *am ON THE RECORDS NORMAL WORKING HOURS, AND CONSTIMCTIO M CMMTMCTOI FUTHER AGREES EXAM1MED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PMECAUTIONARY TO DEFEND. INDEMNIFY AND HOLD DESISM PIS SS1 MAL HARMLESS FROM }EARS TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY. REAL OR ALLEME'0, IM CMaECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE- IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PF"CT• E1QPIINIG LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF ESSIOI IONAL. STRUCTURES CONCWNEO BEFORE STARTING WORK BY: 2453 LF 7442 LF 9 EA 31 EA 4 EA 7 EA I EA 9 EA 19 EA 1 EA 19 EA 1 EA 3 EA 29 EA 247 EA 1 EA 1 EA I EA INDEX MAP SCALE: 1"= 200 FEET 0 100 200 400 600 800 R/W 20' C/L 20' R/W R/W R FOR /MI}MIrN. IN: Ba'1"1.E ERIOI�IM DAT E:virl -e CHECKED BY: DATE: v 20 C/L 20' R/W ��- PROP 18VCP 0 SEWER MAIN �J TYPICAL SECTION TYPICAL SECTION _L STREETS EXCEPT PINEKNOLL DRIVE PINEKNOLL DRIVE NTS NTS 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. I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT. DATE KEITH A. CHRISTIANSEN R.C.E.50083 EXP.6-30-01 SEAL SEAL COUNTY ~WASP cICNc 0 a1J No. 50083 z * Exp. W-30-41 * 3950 CA�a0-7REVISIOMS AMR. DATEOFAI<� DRAWN BY. PECKED BY: BENCHMARK: General District hetes 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 (CVWD). 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 sewer facilities shall be as specified in CVWD Standard Drawing Wl. 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 Data of Appreval 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 C%'UD 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 I hour of inspection time for each day of occurrence. 13. Contractor shall call underground Service Alert at 1-M-422-4133 at: least two working days prior to start of construction. 14. Curt and gutter shall be in place before any domestic water pipelines are constructed. 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 0.8 FEET ABOVE GROUND 254.0 FEET NORTHWEST OF NEW WASHINGTON STREET OVERPASS, 23.0 FEET NORTHWEST OF TELEPHONE W/ NO NUMBER. MONUMENT IN POLE LINE 296.0 FEET SOUTHEAST OF OLD WASHINGTON STREET, 44.0 FEET SOUTHEAST OF SOUTHEAST BOUND TRACK OF RAILROAD ELEVATION: 103.651 ADJUSTMENT: 1970 APPROV BY: TE:57 certify that the design of the water system in Tract No. is in accordance with the water system expansion plans of the Coachella Valley Water District and that the water service, storage and distribution system will be adequate to provide water service to such tract. This certification does not constitute a guarantee that it will supply water to such tract at any specific quantities, flows or pressures j for fire protection or any other purpose. FM Date: COACHELLA VALLEY WATER DISTRICT By niel L. Parks ww Director of Engineering_ R.C.E. No. ;49-at40` El L:1 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA HATER IMPROVEMENT PLANS TRACT NO. 28243 sm 01/09/99 23433 �T- TITLE SHEET IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM FOR DEL WEBB CALIFORNIA CORP404mXtY 9 3433 - - WL%T30H & CU�I,RIaTIANSEN F T ANSPORTAT DEPT., RIVERSIDE COUNTY, CA. #/ E M a I N E E R I N O KH D A. OTHM N R.C.E. NO. 33950 EXP. DATE: 60 -98 77-682 COUNTRY CLUB DRIUE, STE F-2 PALM DESERT. CA. 92211 PREPA D 4 �O� /0�11 DATE: PH: (760) 345-7808 FAX: (760) 345-4727 K A.RISTIAN N WALE AS NOTED Exec: SEE ABOVE R. C. E. NO. 50083 EXP. DATE: 6-30-01 ORTE JULY 1997 El L:1 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA HATER IMPROVEMENT PLANS TRACT NO. 28243 sm 01/09/99 23433 �T- TITLE SHEET IN THE SE 1/4 OF SECTION 31, T 4 S, R 7 E, SBM FOR DEL WEBB CALIFORNIA CORP404mXtY 9 3433 iE- 2 STA 11+97 9B N N 65'24' "W 3 INSTA6L: 1 12 X Z 1 io.00 ti e�*� v2MSX 8" T 5 6 7 8 9 N 65 24' 18"M (R) p n -- - z z 9 1 9"vCP sErE d w 1 1 MAIM m � Q 1 15 1,6 ~�S 1 1 EX 2MAINWG - i 15 1,4 _ - g S- 1 1 DIN SEE DIST IST DNO 18547 N OB' 54'26 E (R) PROPOSED 18" VCP SEWER MAIN a C) n SIDEWALK STA 10+10 BC x 1 SEE SHEET 5 6' 15.41' 16„ � 1 1 9 I , 92 R=300.00 L=82.14 93 1 EX 8" VCP SEWER MAIN # STA 10+82 I T=41.33 & GUTTER N ISEE DIST DWG NO 18516 i SERV STA 10+92.14 PCC a 1°n I w STA 12+34 En I 1 I i SERV rn 0 P/L P/L U n• 4 PROP SIDEWALK > ';I pp ) PROP CURB & GUTTER i 1 © R/W m o I d 97 102 m1 ' 1 STA 11+44 Q STA + PROP SIDEWALK rn STA 13+03 w of 1 PROP CURB & GUTTER U' 1 SERV z i SERW CLen v 1 SER\ U31 1 R/M PJL P/L -4�+ STA 11+40 ; STA 11+ of 1 8 ! °1 iTASERY07 '� i" SERV i. 1" SERV m "1 1 STA 13+29 of 1 1 SERV 98 01 t I 4 d m CD P/L STA 13+33 1 Ii STA 13+58 DI L" iSERV 2 2 1 SERV# Z ( s 8 1 { STA 13+97.32 EC a P/L • 1 ( 86 5 8 INSTALL. ST N 05' * iTASERVgO 4 1 4 1 STA 14+55.89 BCSTA 10+23. 4 2 1 i INSTALL: N 8060 '46 W (R) 1t4 ALL(1)8 1 1 99 (1)8"X 45°EL 100 P/L # STA 13+82 STA 14+59.42 SEE DETAIL "A" I SERVIN"STALL: 1) 6XFH"ASSY TEE BELOW lig r �I ; U5N 52583 57 0"E cn S ROPOSED 8" VCP SEWER MAIN goor - S �j r Ma1N 41°27" L=206.23 T=10 .23 1 PIL 9.14 r 1 *,STA 14+29 _ i i SERV t • .gS SSE • ESMT STA 14+52 TA 15+55 STA 15+59 S45 ETA 6+i x 6ETA(l @0 W� 1 a Q\S�`� Ig SEWER STA 14+4T i SERV I' SERV 1 RV I" SERV 2 STA (7+ i Q� �$ i" SERV PROP 36" CPP 1 SERV �► r `" 1 p4 r STORM DRAIN 8 r { 83 a 82. 81 80 a CL 79 a 78 r i r ' 1 i 1 - TOP OF PROP PVMT OVER WATER MAIN TANGER( 4E CT. 8 d co 51 Q p CI PROP C( G -- W 11 10 11 12 pINEKNOLL AVENUE I 0 51A 14+ R 120 13 14 15 16 1 20 S PROPOSED 18" VCPEWER MAI STA 14+70.39 W= STA 17+30.40 N INSTAL: jl� 12 X12'X 8" TEE 2 12' GV'SSTA 14+2 18 GW MATCHLINE I SERV SEE SHEET 51 4 1 11 4 121 2 146 147 101N ST UCT 12 D• I Al 119 aNSTI STA 13+19 1 2 2 17 18 ��� I ��� 21 sae I 149 WAT�R MAI C`P- '-�I� --! TER MAIN 145 MATCHLINE SEE SHEET 3, 5 & 6 151 � . STA 13+15 1 Im P/L- I APPROV BY: ATE: a t RA A ON DEPT., RIVERSIDE COU CA. K LED A. HMAN R.C.E. N0. 33950 EXP. DATE: 6-30-96 I SERV N OB' 54'26 E (R) a C) n SIDEWALK P/L x 133 QIV - � STA 10+99 # i SERV r 105 106 c 107 108 & GUTTER a w Pn---- STA 12+82.48 P/L in a ( 1 112 NSTALL: ((1) B"X 4 ° EL STA 11+03 # I a (1) 8"X 6 RED 2I 1 1 123 I SERV pn- m b J O s per( �� 117 0 .a STA 12+;3 STA 12+77 144 1 I'Di 0 STA 11+31 SERV �+ i SERV �� Co STRU T 8 D. I•WATER 1 °/L Pn �- P/L STA 11+18 ,� 1 SERV °Yn Z i ED {m STA 11+35 p 186 _P/L P/L Pn n _ i SERV STA 11+86 D n I SERV TA 12+17.04 r P/L a+ �- 134 PROP SIDEWALK 1 SERV -j N STA 12+14 B"X 8"x TEE 124 131 STA 11+13 •. PROP CURB & GUTTER �1> 4 90 o STA 12+ 06 6" 1 SERV 6" FH ASSY � 113 1 SERV R/W 3 1 � 1 � " �: STA 12(+00 1 SERV r 104 sTg12+.° 109 gT 1Nl 1 126 P_ n 116 ITASERV81 STA 11+80 n N 73•22'19"W(R) STA 1 +62.12 N= I%U�153'23"E 10.00 1 1 If n 1 SERV STA 12+03.11 \ a TA 10+00 STALL. W STA 12+ 114 1 I PA_ P/L P/L P/L NSTALL: itl6"XFH"ASSY TEE STA 12+42 to i SERV { o PJL 1 SERV an PROP 30" CPP 1 { P/L w 1 P/L STA 12-t59 09 Ln 1 { 89 D in M m STA 12+06 i SERV STA 12+4 r STA 12+46 TN TALI - �1 I • STA 10+78 • 1 ERV ; I" SERV ((i) 8"x b' Htu a Z { (n STA 1&+30 Z fu 96 I" SERV 127 °'L uW s o (1) 6" FH ASSY 10/ L ,w m1 1 I" SERV N 65°32'22"W(R) 103110 PROP PROP SIDEWALK CURB & GUTTER DRX BAR 49' S N 4.48'3 =7 u, V (TYP) 1°n I w STA 12+34 En I 1 I i SERV rn 0 P/L P/L U n• 4 PROP SIDEWALK > ';I pp ) PROP CURB & GUTTER i 1 © R/W m o I d 97 102 m1 ' 1 STA 11+44 Q STA + PROP SIDEWALK rn STA 13+03 w of 1 PROP CURB & GUTTER U' 1 SERV z i SERW CLen v 1 SER\ U31 1 R/M PJL P/L -4�+ STA 11+40 ; STA 11+ of 1 8 ! °1 iTASERY07 '� i" SERV i. 1" SERV m "1 1 STA 13+29 of 1 1 SERV 98 01 t I 4 d m CD P/L STA 13+33 1 Ii STA 13+58 DI L" iSERV 2 2 1 SERV# Z ( s 8 1 { STA 13+97.32 EC a P/L • 1 ( 86 5 8 INSTALL. ST N 05' * iTASERVgO 4 1 4 1 STA 14+55.89 BCSTA 10+23. 4 2 1 i INSTALL: N 8060 '46 W (R) 1t4 ALL(1)8 1 1 99 (1)8"X 45°EL 100 P/L # STA 13+82 STA 14+59.42 SEE DETAIL "A" I SERVIN"STALL: 1) 6XFH"ASSY TEE BELOW lig r �I ; U5N 52583 57 0"E cn S ROPOSED 8" VCP SEWER MAIN goor - S �j r Ma1N 41°27" L=206.23 T=10 .23 1 PIL 9.14 r 1 *,STA 14+29 _ i i SERV t • .gS SSE • ESMT STA 14+52 TA 15+55 STA 15+59 S45 ETA 6+i x 6ETA(l @0 W� 1 a Q\S�`� Ig SEWER STA 14+4T i SERV I' SERV 1 RV I" SERV 2 STA (7+ i Q� �$ i" SERV PROP 36" CPP 1 SERV �► r `" 1 p4 r STORM DRAIN 8 r { 83 a 82. 81 80 a CL 79 a 78 r i r ' 1 i 1 - TOP OF PROP PVMT OVER WATER MAIN TANGER( 4E CT. 8 d co 51 Q p CI PROP C( G -- W 11 10 11 12 pINEKNOLL AVENUE I 0 51A 14+ R 120 13 14 15 16 1 20 S PROPOSED 18" VCPEWER MAI STA 14+70.39 W= STA 17+30.40 N INSTAL: jl� 12 X12'X 8" TEE 2 12' GV'SSTA 14+2 18 GW MATCHLINE I SERV SEE SHEET 51 4 1 11 4 121 2 146 147 101N ST UCT 12 D• I Al 119 aNSTI STA 13+19 1 2 2 17 18 ��� I ��� 21 sae I 149 WAT�R MAI C`P- '-�I� --! TER MAIN 145 MATCHLINE SEE SHEET 3, 5 & 6 151 � . STA 13+15 PRIVATE ENGIhIEERING NOTE CONSTALL LY ACCEPTED CONSTRUCTION PRACTION CONTRACTOR TICES,CONES STRUCTIONCONTRACTOR WILLAT IN ACCOFIDA14CE WITH 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 REQUIRE- MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FUTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THEd' PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL- STA 13+00 I APPROV BY: ATE: a t RA A ON DEPT., RIVERSIDE COU CA. K LED A. HMAN R.C.E. N0. 33950 EXP. DATE: 6-30-96 I SERV i i S V C) PROP SIDEWALK P/L n 133 QIV - � STA 12+96 1 3 2Pn 185 W c 1 SERV & GUTTER a w I SERV STA 12+82.48 P/L in a fn Qy' 112 NSTALL: ((1) B"X 4 ° EL I a (1) 8"X 6 RED 123 i 6" FH ASSY QIP pn- m b J O s per( 117 0 .a STA 12+;3 STA 12+77 144 0 in �+ i SERV 1 SERV ^ STA 12+20 � °/L STA 12+7 �- P/L STA 11+18 ,� 1 SERV °Yn Z i SERY TA 12+7 p 186 P/L � a i SERV STA 11+86 i TA 12+17.04 r P/L a+ �- 134 P/L7TALL. 1 SERV -j STA 12+14 B"X 8"x TEE 124 131 STA 11+13 •. P/L o STA 12+ 06 6" 1 SERV 6" FH ASSY 10+48 113 1 SERV °� i SERV r I 126 P_ n 116 ITASERV81 STA 11+80 n N 73•22'19"W(R) STA 1 +62.12 N= I " STA 10+82 # If PROP 1 SERV \ a TA 10+00 STALL. W 114 i' SERV P/L P/L P/L i A a2 8 136 r0, �./ ((NS STA i" 2 PRIVATE ENGIhIEERING NOTE CONSTALL LY ACCEPTED CONSTRUCTION PRACTION CONTRACTOR TICES,CONES STRUCTIONCONTRACTOR WILLAT IN ACCOFIDA14CE WITH 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 REQUIRE- MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FUTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THEd' PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL- °/L---- SEAL - COUNTY �, Ol YPH: N& 33950 E.- W -30--p _. �� ut-inL APPROV BY: ATE: a t RA A ON DEPT., RIVERSIDE COU CA. K LED A. HMAN R.C.E. N0. 33950 EXP. DATE: 6-30-96 IN THE UNINCORPORATED TERRITORY OF M M M THE COUNTY OF RIVERSIDE, CALIFORNIA WATSONO QT CHMSTBQWSEIJV WATER IMPROVEMENT PIANS E N O 1 N E E IR 1 N O O Q �] 77-682 COUNTRY CLUB DRIUE. STE F-2 • U J TRACT N PALM DESERT, CA. 92211 (7641 345-7808 FAX: (760) 345-4727 SCALE_ AS NOTED SEE SHEET 1 IN THE SE 1/4 OF SECTION 31, T 4 S. R 7 E. SBM mm JULY 1997 FOR DEL WEBB CALIFORNIA CORP TWA SKT 2 aF 6 sms C) PROP SIDEWALK NARrc REVISIONS A". DATE DE8IONED BY: DRAWN BY: CHECKED 9Y_ IOL - STA 11+76 PROP CURB & GUTTER I SERV R/W 112 STA 11+54.92 EC ch 115 12 5 130 135 ^ 0, STA 12+10 �- P/L STA 11+18 ,� r /W i SERV 1 SERV � a STA 11+86 i r P/L �- P/L 1 SERV -j P/L a STA 11+13 •. P/L o STA 12+ 06 10+48 113 1 SERV °� i SERV SERV 126 ITASERV81 N 73•22'19"W(R) STA 1 +62.12 N= I " STA 10+82 # PROP 6 SIDEWALK \ a TA 10+00 STALL. W 114 i' SERV 1 2(� PROP 7 = CURB & GUTTE 8 136 r0, �./ ((NS o R/W o (3) 9" GV B. PROP 30" CPP P/L STORM DRAIN D in r • STA 10+78 • ; a Q I" SERV 127 °'L uW s o 10/ L ,w N 65°32'22"W(R) R=1766.00 PROP PROP SIDEWALK CURB & GUTTER 49' S N 4.48'3 =7 R/W 41-42 T.12 12V8 45TA 137 Q` .90 ., • ��4 10+97 CD# � STA 10+52 Q Q 1 SERV 8i STA SERV +83.45 4 LL an TA 17+76 16=29 39.5!1 1 ��XFH"AS66YTE STA 10+93 I SE V 7+82 pi- 1;,66 If BARREL 1 SERV # P-1 1TASEHv L: d= 6 ; STA 18+83 3 g0 T. , 39.19" 1 a 79-35 1 SERV l.2p C=2 o 6' 138 r 77 INSTALL 1 8"X 8"X 6" TEE 95 T, N 57'53'03"W(R) (1) 6" FH ASSY TA 19+03 4 N= 116 1STA a n STA 10+00 E S \ STA 10+00 w9 N= tT IN)STALL STA 19+89 INSTALL. 75 76 �75 \ �3) B" �V i SERV TA 19+93 3) 8"T V'S � a STA 18+87 , SERV i SERV jsr [. R/W 73 T A 20+95 pA0p0O PROP CURB & TTER T PROP SIDEWAL i SERV 74 D a.6 sVCA STA 23+39.91 V� u TA 20+99 °29 • sF INSTALL 72 1 SERV 0 : 8" 41 19 M4I (iJ 6"XFH"ASSYTE 199 ti 71 STA 22+01 90 T+ l�� i SERV 100 0 s 70 TA 22+05 / i SERV Lu S=00430 a LAj / Q� iTA06 SERVH38•.1 S20. _ 8 14.:r d• ,�► ., r�Oo L d o cc m n ~ T A 23+ 10 ®cp and �+-� P. 6 C L. oz r i SERV CID uu 5°t� e"1 U_ a c,. CL MAtN o3° ��., > OF MAILBOX m Fo en t" I' Of pRp VtV4T TE R1VE U. 67 STA 23+39.39 EC 0 L6,1 x 4URC1 BERRY ISLE a� STA 23+94.88 N= • dC0 40 . N d n 4� 334° /iti 121in � FIRE S=0. nom. _ / STA 1LL: W INSTALL: c,w: LE 1" YC?. C . L . WATER C 'c' ss PROP. 3o"C . (i) 8'TEE SOA _STR ~ > p� MAIN 3 8" GV'S DETAIL J�' METER BOX UC T 8 „ v� av RECOMMENDED a r- 66 UNDERGROUND SERVICE ALERT SCALE: 1" = 40' RTS FOR APPROVAL BY: I e BOYLE ENGINEERING v DEWALK N `'`jW ►- CALL TOLL FREE Q 2 ' -6' Sa _ N - z ,-w Al �cfoRE $ MAILBOX BASE A BACK OF CURB = - r4i 0 20 40 80 120 160 ��i CD u �+ 1-800- NOTE. WEDGE CURE c� S►422 g _ ALL SERVICES. FIRE HYDRANTS AND AIR VAC/ RELEASE VALVES DATE: d & GUTTER I- 2 4D NARKED WITH AN ASTERISK ARE TO BE LOCATED TWO FEET FARTHER - FROM THE STREET RIGHT-OF-WAY TO ALLOW FOR A SIDEWALK EXPANSION CHECKED BY: _ MAILBOX LOCATION DETAIL .4 - 4133 AROUND THE MAILBOX BASE PER THE DETAIL ON THIS SHEET, RIGHT. W. WATE r 3 - a �Z toAc DATE: NIS 2 WORKING DAYS MILIFORE YOU DIG CROSS 1 NG D ET N 1 L"5I__ z NT F, Q 247 f r 187 • • 208 Q� 209 HEET I 246 am 01/109/98 owe. M. 23434 MAX A/.4. UNUER6A[Ii�i UTILITIES RS AND OUNDUTILITIES ON THE RECORDS OTHERS AND THOSE St1O1M ON ECC� EXAAMMINEDEAREVINDICATHE OWNER DRWITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, 8Y ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUAIMT THERETO. AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED. NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STftCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT TME ft. IT SHALL BE THE CONTRACT- OR'S RESPONSIBILITY TO NOTIFY THE jililift i THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTIMi 9M. PRIVATE ENGIhIEERING NOTE CONSTALL LY ACCEPTED CONSTRUCTION PRACTION CONTRACTOR TICES,CONES STRUCTIONCONTRACTOR WILLAT IN ACCOFIDA14CE WITH 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 REQUIRE- MENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FUTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THEd' PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL- SEAL Q�pFES 31p �b GlIR,� Q` �. % �`Fy � Q _� Z No, 50083 Z �' W ^� Eiclx 0&30.01 ? r'1/rF CIV1� OQ�\ OFC!►L1£ • SEAL - COUNTY �, Ol YPH: N& 33950 E.- W -30--p _. �� ut-inL APPROV BY: ATE: a t RA A ON DEPT., RIVERSIDE COU CA. K LED A. HMAN R.C.E. N0. 33950 EXP. DATE: 6-30-96 IN THE UNINCORPORATED TERRITORY OF M M M THE COUNTY OF RIVERSIDE, CALIFORNIA WATSONO QT CHMSTBQWSEIJV WATER IMPROVEMENT PIANS E N O 1 N E E IR 1 N O O Q �] 77-682 COUNTRY CLUB DRIUE. STE F-2 • U J TRACT N PALM DESERT, CA. 92211 (7641 345-7808 FAX: (760) 345-4727 SCALE_ AS NOTED SEE SHEET 1 IN THE SE 1/4 OF SECTION 31, T 4 S. R 7 E. SBM mm JULY 1997 FOR DEL WEBB CALIFORNIA CORP TWA SKT 2 aF 6 sms PREP D DATE: H A. HRISTIANSEN R.C. . NO . 50063 EXP. DATE: 6-30-01 NARrc REVISIONS A". DATE DE8IONED BY: DRAWN BY: CHECKED 9Y_ IOL `34 218 51 16 6 , 199 200 201 �0 235 ry 1 (1 g 5 PROP CURBPROP W&LGUTTER C 9ye P)� Pry UnrolEN pQ161 R/W P/L TCHA PROP SIDEWALK 3pQC�E PROP CURB 6 GUTTER N N -;-hPROP SIDEWALK P/L PROP CURB 6 GUTTER �� A 17♦ . SHE 4 R/W �t _ R/W v 4 202 m e 28 PaL P/L A%,� 52 a O a IL W) y �� 236 r F' w 0 Q� 217 PROP SIDEWALK > Q pFWP TbP OF A1N fln MATCHLINE PROP CURB 6 GUTTER 6 g A kn VJA•c M o t A r PROP 30" C,PP SD 4 160 172&=9@46 '00 STA 4 4 ►� a' �vs-r w R-2714.00 0 198 197 8 o.i cl STA 16+335-0.005 L=462.63 O T-231.86 N En • 2fl3 STA 16+52 f SERV f 53 n $ `° MATCHLINE i SERV o . P/L v/L TA 16+29 237 ~ i` STA 10+98�ZEE4 ' 41 '50 196i SERVZ 1 SERV00.00 p(� STA l6+47 216 iTrRV9 STA 10+94 L-58 44 9 26 f SERV �n \ P/L_ 159 173` f SERV PROP SIDEWALK U' �VV �1 tN STA 11+52 PROP CURB 6 GUTTER P/I STA 30+89 n' W CID* O I SERV R/W i SERV 51 a ♦ -�� 27 O _ 54 P/L P/L- STA 11+69.81 204 W h r` ►- v STA 15+40 85 N= II ® XL6" RED ' a 2510 it 10+00 E .W 1f1.37 1, m �1 6" FH ASSY 238 can9 CROSS 1NG DEZAIL TALL. g3 59 27 _ DRY BARREL PROP SIDEWALK r- 8" TEE STA 11+50 (T'fP) PROP CURB &GUTTER to o iTASER,V NTS 8" GV'S ► g" SEWER MAIN f_SERY R/W N 215 o P/L F =x= 4.... 158 n 174 10-4 195 STA 30+21 P/L 1 * SERV06 P/L 1 SERV STA 15+03.15 i D=f• 12' \ A N INSTALL: c" �`.._: L=57 21 STA 11+42 �: V (1 8`X 8"X 6" TEE cin P/L P/L T=28 61 1 S RY Q r� [i) 6" FH ASSY LN 55 26 r 2 TA 15+96.06 EC STA 15+95.06 0-�+ P/L w N INSTALL 6" TEE STA 11+38 C STA 15+00 239 / (! 6" FH ASSY i SERV \ 205 �, u� i SERV vii' / .'b d 175 a 15+9e a Q STA 29+46 P/L 157 f SERV * 1 SERV m' /// STA 16+39 DAF DIL CIRCLE z 214 P,L I"SERV la A -Z ♦�+ f SERV194 oa STA 29+43.32 t, v � v INSTALL: STA 29+40 P/L ' 192 193 -+ 118"X B"X 6" TEE 1 SERV } P/L STA 16+43 STA 14+15 ) 1 SERV of PiL 1 SERV 1 6" FH ASSY 25 m) �>� 240 CONSTR C T ^ v } 156 176 P/L P/L P STA 14+10 SEgQd�ESING DET,41L P/ j W L 1 SERV RIGHT L • 1 • T RM IN 206 213 P/L ( PROPOSED 30" CPP P/L t° STORM DRAIN `. :. P/L 189 s e TASERV77 57 CL STA 19+73.80 PCC P,L 4 2 241 s A 4 �04 24177 177 191 # # 190 N 14.38'58"E (R) i 1 I"SERV 'STA 19+95 STA 13+73 PRL STA 17+47.93 a a-2'24'20" 4 1 SERV PSL INSTALL.- m R=1533.00 1 SERV 207 STA 27+90 (1)8"X 45' EL +> 1O> L=64 36 PA � f SERV Q STA 19+10.35 BC T=32.19 .� N N 41.09' 31 "E (R) D r P/L P/L STA 17+63 < a STA 12+34.53 N= STA 12+63 ., STA 21+16.30 E \\1 SERV 212 STA 27+94 58 .,.-.y 1 SERV S + ,- D l0 INSTALL. J"EE SIA 7 (( jj�! SERV 4 0 1 V IB (3) 8" GV'S STA ASERVB7 242 , v tt I2. 96.41 23 154 178 PROPOSED e`vCP R MAIN �'` STA 27+83 P ' f SERV �L\ • -" STA 12+74.06 BC ` `� ._•. -P/L L P/L V /U/• ''� N 45' 13 ' 16 " E m STA 18+C9 STA 1B 13.02 v o �, STA 12+43 50.80 59 ., -- e(` 1' SERV()INSTALL- EL + > + > 1 SERV s STA 18+11 � W - 211 243 A� I" SERV a m N STA 19+78 # �' f SERV ? 153 �z � 181 � `�'" 4r! STA 12+39 n, 22 4 STA 11+75.47 Q ti 1" SERV / '% STA 26+55 STA 19+07.20 n a INSTALL STA 12+23.26 EC 1 SERV p� �~I 179 1 80 NSTALL: 182 (1� 8"X B"x 6" TEE a 1 8"X B"X 5- TEE l 4 r ? f 6" FH ASSY ` STA 26+52.30 + it)6" FH ASSY1 INSTALL: N (f) B"X 8"X 6" TEE STA 26+73 /�h (1) 6" FH ASSY 1 SERV 60 P/L ABALONE WAY © © 210 0 R 5T L( TA 26+49 P/LSERV _- PIC _ C 0 STRUT S DOI SAT R M I TA +69 /L P/L P/L P/ 1 SERV -.: 152 P/L �v r 21 z STA 11+03.01 BC Q 245 4z 61 p SILVf R LAKE TER ACE STA 10+99 # 209 r y ` 186 J I" SERV 11 184 CL a n V If1r P P/L n STA 14+11.03 PCC 187 �, p'< STA 25+34 m N 09'27'07"E (R) # # MATCHLINE 185 188 0 5TA 10+95 °,c 1 SERV • SEE SHEET 5 -& 6 Ln in m Iq PROP SIDEWALK 1' SERV # , +v cr +v cr m >¢ m PROP CURB 6 GUTTER / Q� Q STA 25+53 Q cr ci n �+W !+W R/W STA 25+30 Q i SERV 62 v / Ln 'leia m SCALE: 1" = 40' 0 20 40 80 120 160 P.L. 6 C.L. OF MAILBOX 4' 4' FIRE HYDRANT C.L. WATER Fl METER BOX cu v DEWALK 2'=6" So: MAILBOX,BASEd- BACK OF CURB WEDGE CURB Cl CI ITTEn r;= tss Q� �� a� aN 20 151 z 246 1" SERVlly�V MAILBOX LOCATION DETAIL ' En~ " En ., �. STA 10+37. 13 `�' �1 '� ' # lik, NOTE: N$TALL STA 15+82.20 EC �,� ti (1) 8"X i i !/48 EL MATCH NE nt ry STA 25+49 Q� o + ! SEGV A� �✓ ALL SERVICES, FIRE HYDRANTS AND aIR VAC/ RELEASE VALVES 208 SEE S EE 1 2 1 MARKED WITH AN ASTERISK ARE TO BE LOCATED TWO FEET FARTHER P/L - DO _1 1.18 T=85.7! $13'23'16 L=177, N /C �0v �\ AROUNDFROM HTHETREET MAILBOXGHT BASE PER YTHE DETAIL TO ALLOW FON THIS OR A DSHEET. ABOWALK VE. STA 16+97.56 W= ©_,, 4g• R-4291. - 1 t�88.96 Q a� ISTA NSTALL 19 4 N 247 # iTASEv70 63 2 i2L`X�V�SX 8"TEE 88'00 115 �'� C.Y.V. DRAY AL 1 8 GV out �-z;_ _ �, m a,rd y 4 A� 09/98 1 n m m uu 52. �� 01 .7 + > + > + > `" > RECOMMENDED 142 y N E � W � e=i1' 04' 08" v p�OPflSEp x233. 91 QC �'� m Q cn R-411 00 V T�1 STA 24+33 /FOR APPROVAL BY:UNDERGROUND SERVICE ALERT � < csF°°'""� 2343r- L=41 ! 03 m 1401 rwnanr G.Fs e��e Rca ... a�oas STA 16.42.8 m n n m" a m" T=210.70 +> m q 8 1 SERV CALL TOLL FREE INSTALL-- PROP SIDEWALK a m a M4I 9 / 64 r / BOYLE ENGINEERING (I) 8"x8'+6"TEE # * PROP CURB S GUTTER STA 13+28.43 "U > 1 no Dim G (0 6" FHASSY R/W INSTALL: ra ~ch 1-800- p 150 143 1 8"X 8"X 6" TEE c" < Q"!Z400611f u m 1 - 800 - STA 24+29 145 144 �!; 6" FH (RI �''~ 1 V �' - z = 422- B 6 STA 12+33.91 W= 141 in +> °s DATE. S' STA 10+00 N C)a P STA 23+94.88_ N- Lu I(N)STALL: 1 O "ch �h STA 10+40 W Q CHECKED BY' 3 (3) 8" GVES 1 39 �" I((NSTALT aa -P/L ~ (3) B 6 ES 6J DATE: T� ' 2 WORKING DAYS BEFORE YOU DIG ` SEAL SEAL- COUNTY APPROVE Y' 0 E' � �O IN THE UNINCORPORATED TERRITORY OF UMEP43ROUND UTILITIES PRIVATE ENGINEERING NOTEApFES$/,p,� THE COUNTY OF RIVERSIDE, CALIFORNIA " ALL UNDERNMU D UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY �I���®(>vl C�InIC�, O��BQf��C(�l WATER IMPROVEMENT PLANS OTHERS AND TME SHOWN ON THE RECOID6 EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE � fit' '• r� Fy ti � Ot FOR RA TATION P RIVERSIDE COUNTY, CALF ORNIA THEIR APPROXIMATE LOCATION AND EXT&IT. THE OWNER, BY ACCEPTING_ REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE ti y c � KHAL OTHMAN � 3 THESE PLANS THE COURSE OF N +�. _ E N 0 1 N E E R I N O TO ASSUME LIABILITY LIEAND TOWIHOLD Il 1E0 HARMLESS FOR RANYY DAMAGESEINCLUDING G SAFETYGOF ALL PERSONS AND SPROPERTY; THAT THCTION OF THE IS PROJECT. a No. 50083 z rn TRACT 1 � O . 28243 � R.C.E. N0. 33950 6-30- 77-682 COUNTRY CLUB ORIUE, STE F-2 N RESULTING FROM EXISTENCE OF UNDER/0 UTiLITIES ORR STRUCTURES NOT HENT SMALL NE MAGE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO Y Z EXP DATE: PALM DESERT, CA. 92211 ` REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS NORMAL MOWING HOURS, AND CONSTRUCTION CONTRACTOR FUTNER AGREES 6� oe�Doi No. 3.3950PH: (760) 345-7806 FAX. (760) 345-4727 EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DIE PRECAUTIONARY TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM PREP E DATE: OF 6 9H73 * Er 6- 60- 00`7 MEASURER TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE frlY{` �`f f-� • UTILIT OR STRUCTURES FOI,MO AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING •gyp + L° �� ON'S ILITY TQ_WtIFT IM OW405 OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. �OFCA D � � �$ KE N I IANSEN 'SNE: AS NOTED IN THE �E i/4 OF SECTION 31, T 4 S, R 7 E, SBM iTDJCTi#M CONCERNED �4111A 'ING qC. MARX REVISIONS APPR. DATE SEE SHEET i DESIGNED BY: DRAWN BY: CWCKED BY: R. C. E. NO, 50083 EXP. DATE. 6-30-01 DATE JULY 1997 Fit DEL WEBB CALIFORNIA CORP M -D.234 91A? IQ gp t_ - WN ice_ $_ Opel �`E Lro Opel STA 40+92.85 w= ; 38 r 40 peg STA 12+72 A 10+0 .00 N N 89'36'26"E IL ' =.. 29 INSTALL: ui e IV J (( )) " I 24 53 ' 36 (3) 8GvES +> 1 +> STA 43+35.07 w= 42 0 Cc _ TA 32+52.23 N J ry s3 Q w N N NStTA L. ( 0 STA 40+23.88 EC a PROP 8" TEE 2 122 + > + tmQa Q� En � GV' SX -'M ' (� �J(! r 4 34 1� 8~ GVQui a @� En 35 P!L 'B cn,- N r m + .> M cn ., moi► 162 v 1 v cn * 1116 FH ASSY INSTALL' (1 8"X 8"X 6" TEE --� � 68.9 u' cn ` (11 6" FH ASSY ` ` .._ • '� � PrL 1 4 v 242 23 S w _ 43 199 �� 167 Opel M r 40 peg STA 12+72 N 89'36'26"E IL 39 29 tJ� ui IV _ 33cu I 24 53 0 w ^ PR +> s 42 ( m Q O N m w +> P/L PROP cn QD . �� LL FT' ir + tmQa Q� m �� � a 0 o� ' (� �J(! r a a @� En r ' P!L 'B cn,- N r STA 41+29. 16 moi► 162 * 1116 FH ASSY INSTALL' (1 8"X 8"X 6" TEE a u' & ` (11 6" FH ASSY ` (77�166 1 4 J a� STA 18+52 D. to m 199 167 i 165 Q' p 32 STA 18+49.22 -. ' P/L COID MATCH NE INSTALL. �f J 4 6 y SEE SHEET 6 p!L n �IJ B"X 8"X 6" TEE 1 6" FH ASSY STA PIL STA 11+28 A P/L R=2714.00 P/L I SERV DRY BARRE.4 L. - IL P/L 8 6 r►a o L=462 63 201 C�YP>., `• 168 J '� T=231 88 M 31 164 171 161 STA 13+93 P/L P/L P/L I" SER V i PA- P/L N 89. 36' 26"E (R) STA 21+79.18 w= tp 28 a STA 12+45 60 N P/L ' f 9 163 f 3J B' TEES 169 s STA 13+97 a PROP SIDEWALK 30 Z STA 12+58 iS� E VV \ S SERV J CURB 6 G TER I G0 R/WP Opel + > + > rn \ mw mw +> a m T co in in .c N m w m J J llin * ' # 227 -~ (n,-.. 225 226 STA 38+26 TALL: 1228 7/ 1 8"X 8"X 6" TEE 6" FH ASSY u a STA ii+35.43 PRC N B,7" 16'53"E (R) P/L- _--P/VL /L _--P/L L=110.17 T=55.09 224 223 a STA 21+54.65 EC n o co 222 +> +� > o Q 0 m . cv w cu w N w m En cn a a Ln cn a � � cn �. D=66.23 '46 FI 229 230 �i 1 b 221 • _ Q•IVA r C7► +> mQ E cn m 220 M 40 peg STA 12+72 N 89'36'26"E +off 39 29 tJ� ui 41 a I 24 53 0 w ^ PR +> s 42 ( m Q O N m w P/L PROP cn QD . �� LL FT' ir STA 13+00.50 � a ' (� �J(! PROP SIDEWALK PROP CURB GUTTER m @� 43 I TALL. 518;X 8"X 6` TEE # 'B a CE R/W 162 Mirl LL)/ 1116 FH ASSY w rI ` + > + > rn \ mw mw +> a m T co in in .c N m w m J J llin * ' # 227 -~ (n,-.. 225 226 STA 38+26 TALL: 1228 7/ 1 8"X 8"X 6" TEE 6" FH ASSY u a STA ii+35.43 PRC N B,7" 16'53"E (R) P/L- _--P/VL /L _--P/L L=110.17 T=55.09 224 223 a STA 21+54.65 EC n o co 222 +> +� > o Q 0 m . cv w cu w N w m En cn a a Ln cn a � � cn �. D=66.23 '46 FI 229 230 �i 1 b 221 • _ Q•IVA r C7► +> mQ E cn m 220 44 PROP SIDEWALK PROP CURB k GUTTER R/W7 v +�T> * NOTE: SCALE: 1" = 40' ALL SERVICES. FIRE HYDRANTS AND AIR VAC/ RELEASE VALVES MARKED WITH AN ASTERISK ARE TO BE LOCATED TWO FEET FARTHER FROM THE STREET RIGHT-OF-WAY TO ALLOW FOR A SIDEWALK EXPANSION 0 20 40 BO 120 160 AROUND THE MAILBOX BASE PER THE DETAIL ON THIS SHEET, BELOW. P. L. & C. L. OF MAILBOX FIRE HYDRANT C.L. WATER METER BOX clu a 18" EIDEWALK 8"DEWALK . MAILBOX,BASE d BACK OF CURB WEDGE CURB 6 GUTTER MAILBOX LOCATION DETAIL NIS t0 9 00 W W a 6-j a a Q �-a. in Z 4 n En � S"0 PR( MFW 0 45 .4 +¢ da 6 9S FQ Qr Lo O Z PROPOSED 18'CPP a �-s' 0 a M PIL peg STA 12+72 N 89'36'26"E +off +> 29 tJ� ui a I 24 53 N c w ^ PR _z 7 s P TOP PV MT OVER 1" SERV ; O \ Batt. ` P/L PROP SIDEWALK . QD . �� LL FT' ir STA 13+00.50 Q � q ' (� �J(! PROP SIDEWALK PROP CURB GUTTER PROP R/W CURB 6 GUTTER r 170 I TALL. 518;X 8"X 6` TEE # 'B a R/W 162 0 1116 FH ASSY ` 1 4 J a� STA 18+52 29v m 199 20(3 i Q' p STA 18+49.22 P/L COID INSTALL. �f J 4 6 y -P/L 0=9'46'00"' n �IJ B"X 8"X 6" TEE 1 6" FH ASSY STA A R=2714.00 v DRY BARRE.4 L. - P/L 8 6 r►a o L=462 63 201 C�YP>., `• '� T=231 88 M 171 161 STA 13+93 P/L P/L © I" SER V i 28 PIL P/L STA 13+97 a PROP SIDEWALK S SERV J CURB 6 G TER G0 R/WP •.: 0 172 2 160 0 c4 CC` �� i m 197 A a �� 16 1 4 o - 4 z- .._ c"lxTF; REALL B 6 liANHUNE �t3ly I� P/L P/L a 6. 41'50" R=500.00 PROP SIDEWALK PROP CURB 6 GUTTER L=58.44 196 .. o R/W T=29.26 - - v 159 173 STA 15+17 i S V27 PIL' P/L P/L STA 15+21 44 PROP SIDEWALK PROP CURB k GUTTER R/W7 v +�T> * NOTE: SCALE: 1" = 40' ALL SERVICES. FIRE HYDRANTS AND AIR VAC/ RELEASE VALVES MARKED WITH AN ASTERISK ARE TO BE LOCATED TWO FEET FARTHER FROM THE STREET RIGHT-OF-WAY TO ALLOW FOR A SIDEWALK EXPANSION 0 20 40 BO 120 160 AROUND THE MAILBOX BASE PER THE DETAIL ON THIS SHEET, BELOW. P. L. & C. L. OF MAILBOX FIRE HYDRANT C.L. WATER METER BOX clu a 18" EIDEWALK 8"DEWALK . MAILBOX,BASE d BACK OF CURB WEDGE CURB 6 GUTTER MAILBOX LOCATION DETAIL NIS t0 9 00 W W a 6-j a a Q �-a. in Z 4 n En � S"0 PR( MFW 0 45 .4 +¢ da 6 9S FQ Qr Lo O Z PROPOSED 18'CPP a �-s' 0 a M - u; c tJ� ui a I J a ^ PR _z 7 P TOP PV MT OVER 1!B CPP SD Wq ; O . QD . �� LL FT' ir •" - v p� Zt- to d Q Q CD / «fill STORM DIMN wl214 CONST. 8" D.I. WATER MAIN SEE DETAI RIGHT 46 Q�v STA 34+82 STA 34+78.99 1 INSTALL. 1 SERV (i) 8"X 8"X 6" TEE 1 6" FH ASSY 47 Qw STA 35+45 i SERV STA 34+76# l` 1 SE - Q R/W PROP CURB GUTTER 231 PROP SI WALK B, 1 48 SF Q\" STA 34+62 #F9 I" SERV + Q(� STA 33+67 I" SERV s� 232 49 STA 33+63 STA 33+89 i" SERV STA 33+35.03 1" SERV N 66'00'12"E 233 1� STA 33+85 1 SERV - PROP SIDEWALK PROP CURB S GUTTER R/W 219 _ 234 STA STA 17+62 Qty i S I SERV p t� STi i 218 235 STA 32+42 STA 17+56 STA 17+06.07 PCC 1 SERV 1 SERV N 66.00' 12"E (R) STA 32+39.33 A 202 R/W PROP CURB 6 GUTTER PROP SIDEWALK 203 204 INSTALL. i 8"X 8"X 6" TEE QIP 1 6" FH ASSY v / DRY BARREL � (TYP) STA 32+36 N. MATCHHNE i SERv �s STA 17+00 SHE HEET 3 �. 217 236 * i i " SERV STA 15+40.85 N-SiY-37 1i STA 10+00 E 83 '59-27 W' - RECOIIINIA DED y UNDERGROUND SERVICE ALERT i f1) e�L�EE 195 VC SEWER MAIN Q' FOR APPR AL BY: CALL TOLL FREE -- P/L 158 �` 3 40 9' • S ROP e" BOYLE ENGIN EKING ORE M 0 174 VA 1--800- - U P/L n� 1. 12'28 " p�< DATE:_ 422- _ 26 N P/L T=28.61 DA FOD CIR E 194 205 4133 175 CHECKED 157 192 193 TE: 2 WORKING DAYS BEFORE YOU DIG UNDEA6ROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL SEAL - TY APPROVE BY TE: `• s-=> ALL UNDERGROUND UTILITIES OR STRUCT%WS REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR Alf THAT IN ACCORDANCE WITH GENERALLY OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PMCTICM CONSTRUCTION CONTRACTOR WILL BE �`y `% I �.� F ANSPORT I DEPT., RIVERSIDE COUNTY, CA THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AMO COMPLETE RESPONSIBILITY FOR .JOB SITE � �`' .'Q� �'. KHALED A. OT AN _ THESE PLANS OR PROCEEDING WITH IMPROVO4WS PURSUANT THERETO. AGREES CONDITIONS DURING THE COUPW OF CONSTRUCTION OF THE PROJECT. ANU E LIABILITY AND TO HOLD HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL �i AND PROPERTY; THAT THIS REQUIRE- �6 SM = r" � x .'� ' R.C.E. NO. 33950 EXP. DATE: 6-3g-98. _ TING FROM EXISTENCE OF UNOE ITIES OR STRUCTURES NOT HENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO r" )� D TO TME UNDERSIGNED, NOT I M SHOWN ON THE RECORDS NORMAL WORKING HOURS, NO CONSTRUCTION CONTRACTOR FUTHER AGREES ERL M-30-01 No. 3 9 � 0 EXMMINED. THE CONTRACTOR IS REQU TO 1iE DUE PRECAUTIONARY TO DEFEND, INDEMNIFY AMO M&O DESIGN PROFESSIONAL HARMLESS FROM * tk * Ex; c- PREP DATE: -_ MEASURES TO PROTECT THE UTILITIES OR STMICTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, MAL OR ALLEGED. IN CONNECTION WITH THE civetUTIL} , OR'SITIES OR RESPONSIBILLIITTYU STRUCTURES FOUND AT TIC OF THEIT SHALL UTILiT�IES OR THE FROM PERFFROMOTHENCE OF WORK ON SOL NEGLIGENCEHIS OF DERSIEGNTPROFESSIONAL.LIABILITY ARISING fIF OF A`If Oji f1 l G z9ir KEIT A. T N STMA;T%WS CONCERNED BEFORE � IW- MARK FEYISIONS APPA. OATS }. = - r OESIGNED BY: DRAWN BY: CmErr" BY: R. C. E. NO. 50063 EXP. DATE. 6-30-01 ss , 216 237 v t MATCHLINE STA 31 +00 S E SHEET 3_ P/L 238 215 P/L P/L 239 WATSON Q? CG;IMSTIANSEN ' E N o 1 N E E R I N O 77-582 COUNTRY CLUB ORIUE. STE F-2 PALM DESERT, CA- 92211 PH: (760) 345-7800 FAX: (760) 345-4727 rrx.E AS NOTED aFMCHMMwc_ SEE SHEET 1 DATE JULY 1997 0 S--0.00 S= cu OD 00� �}Lo lllk Vi Ca M in CROSSING DETAIL NZS 50 52 TA 31+39 p!� 7r��� iTA 31+35 IAY 5' --P/L of ro9/gs e�wsc w.. wwt off. M. 23436 QI�YR �N®1�.71Lf t>�� IUC.E. w. Z�r w........: wt IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA WATER IMPROVEMENT PLANS s� 4 TRACT N0. 28243 QF 6 IN THE SE 1/4 OF SECTION 31, T 4 S, R 7.E, SBM Fat DEL WEBB CALIFORNIA CORP 0 95 75 70 En (n I J 1= m W 1 I . 1 I 63-000 I + m 1 1t` Iq s s (L 90 NmaZ 120 N _O 1 0 d • Ito W 3 ' At I 4 I°D OD 311++ w I- w �� v c► ml n 85 p- �L, 1cn w w X w " La U) �1 � Of 1 NO w (n1 onxI.-OCO. !!� Of 11:) s - + �f CONTRACTOR TO CUM N VERIFY ALL EX. bi 3 ! ELEV. PRIOR TO I.- ca O"O z Q - v THE START OF ANY ��'''"'`— � CONSTRUCTION w A 80 cr �J <MQ U vl > 0, Ute' t�—r—ItlG• <* sat �,•� I e I"' < (— aN F �+Z2ZU' "ag= d N x xZL),gLL <o w1 < N O 75 70 10+00 11 +00 � s J 1= S_U . W 1 I . 1 I 1 I 1 1t` Iq 0 ►Z -. Lr) 1 I m Z N N 1 0 d • Ito W 3 ' At I 4 I°D OD 311++ w I- to < �� v c► ml n p- �L, 1cn X w " La U) �1 � Of 1 NO w (n1 l() !!� Of 11:) 1. - + �f w I«. N I.... ! am or 1x v d H w + cr Y N wl vl > <* sat �,•� I e I"' m 1 aN ( X N x LU <o w1 I <to 1 I tv Qm 1 uj I 15 w (D 6Lm It 1 I >n rn FCC Ea u m Cc 1 I w x 10+00 11 +00 � s J 1= S_U . W / D w 0 + m N d • lu t` „� in ' At I 4 ao x cn en w CD .. co > + J:x c9 N cm = � . ., m al Y cy 1 12+00 N tD 13+00 v 1 I w P/LSHEET 2 - 1 I AO 48t 7 1 191 94 105 kw SANDALWOOD CONSTRUCT 8" D.I. WATER MAIN �3. `-_ 40 ' E'. 1 4s::C�L - UNDERGROUND SERE ALERT SCALE: 1" 3 40' CALL TOLL FREE g 0 20 40 BD 120 160 1-800- 422- 4133 v 2 WORKING DAYS BEFORE YOU DIG �.: UNDERGROUND UTILITTES PRIVATE ENGTNEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURE'S REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY Wr - OTHERS AND THOSE SHOWN ON THE REC011IDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONLTRIIACTION CONTRACTOR WILL BE eb THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO AS'JIIME SOLE AND COMPLETE RElONSIBILITY FOR JOB SITE THESE PLANS OR PROCEEDING WITH MOVEMENTS P1ATMAYdT THERETO. AGREES CONDITIONS DURING THE C01/E OF 0I MiMCTION OF THE PROJECT. TO ASSUME LIABILITY AND 'TO HOLD RSIGNRFD w1RMILES FOR ANY DAMAGES INCLUDING SAFERM�NI SAFETY OF ALL PS AND QTY; THAT THIS REtiUIRE- RESULTING FROM EXISTENCE OF UTILITIES OR STRUCTURES NOT WENT SHALL E MADE TO APPLY CONTINUOUSLY AMD NOT BE LIMITED TO REPORTED TO THE UNDERSIGNED, WT IMICATED OR SHOWN ON THE RECORDS NORMAL WOMMIMC HOUR. AM CONSTRUCTION CMI'TAACTOR FUTMER ACES EXAMINED. THE CONTRACTOR IS REIMINED TO TAKE DUE PRECAUTIONARY TO DEFEND, INDEMMIFY AND MOLD DESIGN PROFESSIONAL HARMLESS FROM MEASURES TO PROTECT THE UTILITIE'S OR STRUCTURES SHOWNAAND ANY OTHER ANY AND ALL LIAGILITY, REAL OR ALLEGED, IN CONNECTION WITH THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACT- PERFORMANCE OF kVRK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF OESIGN PROFESSIONAL :.._ STRUCTURES CONCERNED BEFORE STARTING WORK_ WART( w 0 cla c*3 a i PROPOSED TOP OF AC PV14T OVER MATER MAI a I — TOP 00 PROPOSED WATEA_ MA CONSTRUCT 12" D.I. WATER MAIN 14+00 PROFILE SCALES VERT I"=4' HORIZ I"=40' 15+00 PLAN 16+00 SCALE 1"=40' C�OOLF C "'S 1 AMAIGIJA t LV A Zn 17+00 18+00 19+00 20+00 Z11MU1,l (3 0.1. 11Alrn MATIN 7 + `Q `q- Qi U] W <+ w io + r x Q� Z I" r . r 15�i + xw A Cu CU= 2: m v F 4x CD 0 'o0v (V t',N = .y .r v 70 21 +00 22+00 CPP SO N= 4 U /L— 5 42 23,S----- � I 3 m1 AV car: ^ oiaR . 8� 01/09/98 RECOMMENDED FOR APPROVAL BY: aplow mursm-cmu NZ.E W. 20• 23437 B©YLE ENGINEERING aw �4 vle00�j z *-,o DATE: CHECKED BY:_� DATE: Milie SEAL SEAL- COUNTY APPROVE BY: DATE: C IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA od'oQ"()FESS10 {� � `' WATER IMPROVEMENT PLANS X Gl'\ FOR ANSPORT 0 EPT., RIVERSIDE COUNTY, CA. S�1T 5 ENaIP1EEltIP10 TRACT NO. 28243 KHALED A . OTHMAN r p Z 33950 6-3 -98 77-662 COUNTRY CLUB ORIUE. STE F-2 W ma am $ rn Y R.C.E. NO . EXP. DATE: PALM DESERT. CA . 92211 f• 3A95i; SAW 041 PROPOSED TOP OF AC PVMT OVER NEATER MAIN 95 r- PROPOSED TOP OF WATER MAIN li 3 � - I a a- CD ac aCQ ° o '= H !- $.. - H W N 40 WA Z .} f = n t0 + N d LU U) - x i -ru 4ca > + X 0 _ NN= 7 ru . ?0 t ` 23+00 24+00 25+00 26+00 s P/L P/L P/L P/L P/L P/L N 88019'44'W ` STA 22+19.42SR) C 1\ T 1 1rtJ C 12" D TA TA<�L: i6+97.56 M N i i12x !2"X8" TEE 2 i�" GV 5 i ,I 1 8 GV CL STA 24+64.71 J - n 19 20 21 22 INSTA�1� 6. CL TEE ' �4 ko n n , n STA 22+30.63 PRC +) > >ma: UD 2 3 rc =_ N 80035'12"W(R) cmvw N vQ v¢ m ^ a cu w Lm" STA 25 79.36 PFNC o+ > © > �-" �•• a N 80°37 11"W (R) ruw ccuuw _ cn cn cn - a a L 23 Q=7 58'01" = 8.00 L 48.74 T=1 4.65 22 - I� "•�+S 6 C / L - z (DOf m CD vi co Ql +> +> • + > fn Cc rn m v r m ru (n V) + > +� > �n ¢ SER 25 L I" 16 - ZD r X (n fU d z +JXLL P J+ iu = -em t CONSTRUCT 27+00 /L LAII 12" D.I. PROFILE SCALES VERT 1"-4' HOR I Z i"=40* 28+00 PLAN 29+00 SCALE. 1 " =40 ' CL 26a 27 STA 27493-86 INSTALL: S{1) 1?�") 12"X 6" TEE PROP SIDEWALK *iD 6 H Aa) PROP CURB 6 GUTTERa' e > R/W ^ ¢ ^ a> cti w N ui En a cn a i 27 Q=12. 05'5 R=2d 2 . 00 26L SED 18° VCP SEWER MAIN N S m (V R/W n C > cu > �- PROP CURB & GUTTERc^vN c^v� PROP SIDEWALK a d 157 158 I RECOMMENDED J d cn d a cu uj N uj v v .. FOR APPROVAL BY: N w �+ ^ Ln .� cn m + > + a a 1 29 cn,- (n J 4 !6 1 J J J 0 LT LU a a n=0' 15'28" " DA E: � ' n N- ticn cu (� L=11.21.. T=5.61 152 153 me cil m /L /L - P.L. 6 C.L. (L J 154 i OF MAILBOX cr 151 n a 155 4 a' cn CONSTRUC 8 D.I.WATE MAIN 156 L I" 16 - ZD r X (n fU d z +JXLL P J+ iu = -em t CONSTRUCT 27+00 /L LAII 12" D.I. PROFILE SCALES VERT 1"-4' HOR I Z i"=40* 28+00 PLAN 29+00 SCALE. 1 " =40 ' CL 26a 27 STA 27493-86 INSTALL: S{1) 1?�") 12"X 6" TEE PROP SIDEWALK *iD 6 H Aa) PROP CURB 6 GUTTERa' e > R/W ^ ¢ ^ a> cti w N ui En a cn a i 27 Q=12. 05'5 R=2d 2 . 00 26L SED 18° VCP SEWER MAIN N S m (V R/W n C > cu > �- PROP CURB & GUTTERc^vN c^v� PROP SIDEWALK a d 157 158 I 1InnI RECOMMENDED J 20 2 MATC LIN Of a FOR APPROVAL BY: N w �+ J T= 61.97 1 29 cn,- cn 4 !6 1 4 SEE SHEE 3 & 5 a a DA E: � ' r CHECKED BY:� me cil m /L /L - P.L. 6 C.L. (L 0 acu r cu a SILVER LAKE TERRACE OF MAILBOX APPROVED Y. D E: Z /Q a a OL ., 4 a' cn ���� ,_ o (n a o FORORTAT N PT., RIVERSIDE COUNTY, Ca E N o 1 N 161 a -"' KHALED A. OTHMA 33950 �rn 77-682 COUNTRY CLUB �- J n i FIRE HYDRANT DATE PALM DESERT, CA. 92211 ►- PIL 33950 PREP A ED Y: ATE: PH: (760) 345-7808 _ a o F- I- CiYl1-�Q►� H A. HRISTI NSEN C.L. WATER OFCA1-IF►t� - 4 R. c. . No. 50083 EXP. DATE: 6-30-01 w > METER BOX SCALE: 1" = 4D' . w W ~ -j ICL > ru - UNDERGROUND SMICE ALERTQ 2 Qi DEWALK 2`6" - SO _ ° ao CALL TOLL FREE SCALE: 1 " = 40 ' . MAILBOX BASE d BACK OF CURB M1 1: f� r _ �,o 1 - 8 0 a , 0 20 40 80 ! 20 160 WEDGE CURB I11d + u 4p - & GUTTER + J x 422-- NOTE: MAILBOX LOCATION DETAIL rev=- ALL SERVICES, FIRE HYDRANTS AND AIR VAC/ RELEASE VALVES 41 �� MARKED WITH AN ASTERISK ARE TO BE LOCATED TWO FEET FARTHER NTS + } FROM THE STREET RIGHT -OF -NAY TO ALLOW FOR A�IOEWALK EXPANSION AROUND THE MAILBOX BASE PER THE DETAIL ON T IS SHEET, RIGHT. 2 WORKING DAYS BEFORE YOU DIG 85 SEAL UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE x C v a ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY • c1t OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED 04E INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE FOR JOB SITE - THEIR APPROXIMATE LOCATION % EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING N MENTS PURSUANT THERETO. AGREES REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, >tn (9 > a9 ' ' TO ASSUME LIABILITY AND TO MOU VoNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REpUIRE- +JX (D J = =cu . RESULTING FROM EXISTENCE OF tA UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSWIX MW DIRKATED OR SHOWN ON THE RECORDS NEWT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FUTHER AGREES FROM C d (U r+. r m EXAMINW. THE CONTRAVW 18 NEOUTM TO TAKE DUE PRECAUTIONARY ,3ATO P60TECT UTItITIES CA STRUCTURES SHOWN AND ANY OTHER a1 1UCTLAVl FOUND AT THE SITE. IT SHALL BE THE CONTRACT- TO DEFEND. INDEMNIFY AND MOLD DESIGN PROFESSIONAL HARMLESS ANY AND ALL LIADILITY, REAL OR ALLEGED. IN CONNECTION WITW THE PERFORMANCE OF NOW ON THIS PROJECT, EXCEPTING LIABILITY ARISING - - dR'! QTY TIFY THE OW4M OF THE UTILITIES OR FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. REVISIONS APPR. DATE STS QED UFflRE STARTING #[. MARK , p DEST6MED BY: DRAWN BY: PECKED 1InnI r•�iJ RECOMMENDED J a CL M Of R>L FOR APPROVAL BY: N w �+ J T= 61.97 1 29 cn,- cn 162 - a . - -- DA E: � ' coCL CHECKED BY:� me cil m a (L 0 acu r cu a in o cn rn APPROVED Y. D E: Z /Q a a OL ., a cn ���� ,_ o (n a o FORORTAT N PT., RIVERSIDE COUNTY, Ca E N o 1 N 161 a cn KHALED A. OTHMA 33950 �rn 77-682 COUNTRY CLUB �- J n i R.C.E. NO . EXP. DATE PALM DESERT, CA. 92211 ►- PIL 33950 PREP A ED Y: ATE: PH: (760) 345-7808 _ a o F- I- CiYl1-�Q►� H A. HRISTI NSEN _ - OFCA1-IF►t� - 4 R. c. . No. 50083 EXP. DATE: 6-30-01 w > ' w W ~ -j ICL > - 2 Qi _ ao 90¢ M1 m I11d + + J x f- cL p . + d. W + } 85 01 x C v a • c1t Q.N - >tn (9 > ' +JX (D J = =cu d (U r+. r m - - + } - WATER MAIN J2tt9tQ -- cn ., 75 i 30+00 31 +00 32+00 33+00 34+00 35+ 00 r•�iJ /L • J 29 a 30 CL ol> +1> RECOMMENDED J a CL M Of R>L FOR APPROVAL BY: N w �+ ?.00 T= 61.97 1 29 cn,- cn 162 a 0 DA E: � ' coCL CHECKED BY:� me cil m DATE: f ru w uj rn APPROVED Y. D E: Z /Q a a ���� �����������w (n Ln FORORTAT N PT., RIVERSIDE COUNTY, Ca E N o 1 N 161 160 KHALED A. OTHMA 33950 6--99 77-682 COUNTRY CLUB DRIVE, STE F-2 J n i /L • J 29 a 30 CL ol> +1> 163 3 P/L P/L P/L P/L 32 87. 16'53"E R) N 89.02'35"W (R) a 33 3 TA 31+01.35 PRC STA 32+6 .23 N= STA 43+35.07 W STA 33+ 31 J INSTAkL: (1) 12" 12"x 8" TEE # J # (L 2 1 GV'S a (()) i,+ Lo (i) 8 GV al rnW) n=6.01'27" +> +> Or +> R=2508. 00 M w m w(n m w L-263.69 acn � T=131.97 1111 11 1� 1111 L=160 8932T= 0.47 N-30 40 32" - I I cu \STA 31+26.76 1I((N)STALL mcn (1) 6 ui "FHIASSY6" TEE cn n � 165 STA 32+10.14 INSTALL: 164 (02" A/V R VALVE CL P/L c 4 166 6 4 OpEH 65.04 EC SMA C J STA 35+05.78 END 12" MATER MAIN INSTALL: (1) 12"X 6" REDUCER (1) 6" GV (1) 6' BLOWOFF ASSY E PROPOSED EDGE OF PVMT R/W 6' N 03.18'20"E 140.7 20'55'33 L=102. T=51.41 34 36. C/L 3 S S A • 69.78 iN c R/M N MATCHLINE 1 o SEE SHEET 4 35 Op[l 20 CONSTRUCT 8" D.I. ATER MAIN 16 4 P/L B TURNBERRY ISLE DRIVE C.vvx. WAVM RECOMMENDED J CL M Of R>L FOR APPROVAL BY: N w �+ a a cn,- cn 162 a 163 3 P/L P/L P/L P/L 32 87. 16'53"E R) N 89.02'35"W (R) a 33 3 TA 31+01.35 PRC STA 32+6 .23 N= STA 43+35.07 W STA 33+ 31 J INSTAkL: (1) 12" 12"x 8" TEE # J # (L 2 1 GV'S a (()) i,+ Lo (i) 8 GV al rnW) n=6.01'27" +> +> Or +> R=2508. 00 M w m w(n m w L-263.69 acn � T=131.97 1111 11 1� 1111 L=160 8932T= 0.47 N-30 40 32" - I I cu \STA 31+26.76 1I((N)STALL mcn (1) 6 ui "FHIASSY6" TEE cn n � 165 STA 32+10.14 INSTALL: 164 (02" A/V R VALVE CL P/L c 4 166 6 4 OpEH 65.04 EC SMA C J STA 35+05.78 END 12" MATER MAIN INSTALL: (1) 12"X 6" REDUCER (1) 6" GV (1) 6' BLOWOFF ASSY E PROPOSED EDGE OF PVMT R/W 6' N 03.18'20"E 140.7 20'55'33 L=102. T=51.41 34 36. C/L 3 S S A • 69.78 iN c R/M N MATCHLINE 1 o SEE SHEET 4 35 Op[l 20 CONSTRUCT 8" D.I. ATER MAIN 16 4 P/L B TURNBERRY ISLE DRIVE C.vvx. WAVM WK - a..cima til /119/9>I APW--*2X438 �.wr�-ews wee w. tam IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA WATER IMPROVEMENT PLANS SHT 6 TRACT NO-. 28243 OF 6 PINEKNOLL AVENUE IN THE SE 1/4 OF SECTION 31, T4 S. R 7 E. SBM Fac DEL WEBB CALIFORNIA CORP 912&oXX 423 RECOMMENDED FOR APPROVAL BY: BOYLE ENGINEERING DA E: CHECKED BY:� 4 DATE: f SEAL- COUNTY APPROVED Y. D E: Z /Q ���� �����������w Cr�l� �p R pry! ti FORORTAT N PT., RIVERSIDE COUNTY, Ca E N o 1 N E E R I N O KHALED A. OTHMA 33950 6--99 77-682 COUNTRY CLUB DRIVE, STE F-2 R.C.E. NO . EXP. DATE PALM DESERT, CA. 92211 EgLl 30-o1 PIL 33950 PREP A ED Y: ATE: PH: (760) 345-7808 FAX: (760) 345-4727 CiYl1-�Q►� H A. HRISTI NSEN SCALE- AS NOTED �60AL OFCA1-IF►t� SEE SHEET 1 R. c. . No. 50083 EXP. DATE: 6-30-01 OAT: JULY 1997 WK - a..cima til /119/9>I APW--*2X438 �.wr�-ews wee w. tam IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA WATER IMPROVEMENT PLANS SHT 6 TRACT NO-. 28243 OF 6 PINEKNOLL AVENUE IN THE SE 1/4 OF SECTION 31, T4 S. R 7 E. SBM Fac DEL WEBB CALIFORNIA CORP 912&oXX 423