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908oo_wt(TRACT NO. 27787) c _ --,,k _ I N NORTH R/W - INDEX MAP SCALE: 1" - 100' 13 I SOUTH Li ,-- R/W 13' AIIf* CD1w rfrra� .IIT ,A M G�Ok�L ' 5611516f mar Amo -!F CA—PROPOSED 12" D.I.P. WATERLINE TYPICAL SECTION "th AVENUE (NO SCALE) APPROVED: COUNTY OF RIVERSIDE. DEPARTMENT OF FIRE PROTECTION BY: j ate. TITLE: DATE: D.t- /�- 41 APPROVED: COUNTY OF RIVERSIDE, DEPARTMENT OF ENVIRONMENTAL HEALTH BY: Sir • of i"c�c 46w4w �:1V b rlyCp�. TITLE: DATE: 2• (3' f -7 - IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE' WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG SCALE: 1 " =100' NORTH R/W - 010 WANT" M I MATE: APPR VED BY EXISTING 12" 12" DUCTILE IRON PIPE ------------------------- 1985 L.F. D.I.P. WATERLINE 8" DUCTILE IRON PIPE ------------------------- 1250 L.F. 12" X 12" TEE ---------------------------------- 1EA. 12" X 8" TEC 2 EA. 12" X 90' BEND -------------------------------- 3 EA. 12" X 6" TEE ----------------------------------- 8 EA. 12" X 6" REDUCER ------------------------------ 1EA. 12" X 8" REDUCER ------------------------------ 1EA. 8" X 4" REDUCER ------------------------------- IEA. 12" GATE VALVE---------------------------------- 7 EA. 8" GATE VALVE ---------------------------------- 2 EA. • 6" GATE VALVE ---------------------------------- 8 EA. 4" GATE VALVE ---------------------------------- 3 EA. 6" FIRE HYDRANT ASSEMBLY (WET BARREL) ---------- 8 EA. 6" BLOW -OFF ASSEMBLY -------------------------- 1 EA. 4' BLOW -OFF ASSEMBLY -------------------------- 3 EA - A.1" 1 "DOMESTIC SERVICE ---------------------------- 88 EA. 1" IRRIGATION SERVICE ---------------------------- 2 EA. A?"X45°es-zz1vo - --------- - - - - -- -- - -- 4 9 "A/,¢1'✓o4C A66evV7t0:11_y— - - - - - - - - - - - - 2 9� C/ V 1 �' �`� WILLIAM H. WARNER, SOUTH R/W 36" COVER AT IFINAL GRADE ' PROPOSED 8" D.I.P. "— PROP. 8" V.C.P. WATERLINE SEWERLINE TYPICAL SECTION PARM CANYON COURT, VISTA WURT, Moll 0 CXXJR'T (NO SCALE) N O T E : 1 ALL FIRE HYDRANTS SHALL BE WET BARREL SUPER FIRE HYDRANTS (15"X4" X2.5" X2.5" ) 2 BLUE RETROREFLECTIVE PAVEMENT MARKERS SHALL BE MOUNTED ON STREETS TO INDICATE LOCATION OF FIRE HYDRANTS. PLACEMENT OF MARKERS SHALL BE APPROVED BY THE FIRE DEPARTMENT PRIOR TO INSTALLATION. ""ATE '8 NOTE TO CONTRACTOR THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STURCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, APPROVAL DATE cY W CHEC& BY DATE BY MARK DESCRIPTION APPR. _DA TEL. ENGINEER COUNTY DATE DESIGNED BY: DRAWN BY: CHECKED BY: WHW �-!9 NOTE: ALL PIPELINE, FITTINGS, AND VALVES SHALL BE INSTALLED WITH POLYETHYLENE ENCASEMENT. PROPOSED WATERLINE (SIZE PER PLAN) - PROPOSED 6" FIRE HYDRAND ASSEMBLY (WET BARREL) 0 PROPOSED WATER SERVICE (SIZE PER PLAN) 111111h... --Pr- rwi -� PROPOSED BLOW -OFF ASSEMBLY (SIZE PER PLAN) PROPOSED 8" SEWERLINE PROPOSED DRIVEWAY NORTH OR 1 F45T R\W SOUTH OR ' 18' 18' 41,05T R/W 5' 1 1 ' 7' Z 36" COVER AT w I FINAL GRADE a N ' PROPOSED 8" & 12" °0 V.C.P. PROP. 8' D.I.P. WATERLINE �— SEWERLLINE VICINITY MAP (NO SCALE) SEAL COUNTY TYPICAL SECTION SONRISA WAY, LAS SER WS (NO SCALE) General District 1Sotos for Domestic Water 1. All materials and construction shall camfsm to tho Standard Specifications for the Construction of Domestic hater Systems (Standard Specificatimms) of the Coachella Valley hater District (CM). Unless modified by the Standard SpecificudLomn, the standards of the American Water Works Associations stall -apply to all materials and construction methods. 2. All work shall be inspected by CVWD. Zbo charges for inspection, small be in accordance with CVWD's Regulation& and Standard Specifications. 3. Work performed without inspection shall be rejected. 4. The minimum cover for water distribution p4e14nes and appurtenances shall be 36 inches. Streets shall be brought to subgraie, sewer installed and curb and gutter installed before pipeline is installed. 5. All connections to existing facilities will be made by CVWD at the ower's expense. Sixty days notice required. 6. The separation between water and sever facilities @ball be as specified in C*vVD Standard Drawing W1. 7. Contractor shall contact the Chief Inspector, CVWD, at least 46 bourn prior to start of construction to arrange a preconstruction conference. S. 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 CWD. 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 Im CVWD Drawing Approval Blocks. 11. Contractor shall submit to CVWD a list of materials to be used prior to the preconstruction conference. Only materials an 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 CV16T is unable to provide an inspector or inspectors, Contractor @ball reschedule its work for another time. If Contractor elects to cancel scheduled work without notice to CVW, 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. Zyl w is in occordcnce 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 for fire protection or any other purpose. Date: Z / COACHELLA V EY WATER DISTRICT By: 4 Z - Z - ade ' jag. nisl L. Parks Director of Engineering R.C.E. No. 29572 y Appro"W: L-1 Six 10 FES 97 22821 ■ ftvw w: 1 we I .rwe. n EAL APPR VED BY DATE ;/--/9 7 MECCA, RIVERSIDE COUNTY ESS/ �{��y OH _� --� r n P 35-325 DATE PALM DRIVE SUITE 232 WATER IMPROVEMENTS P� �'Q,p F ANSPORTA 0 DEPT.. RIVERSIDE COUNTY, CALIFORNIA • • CATHEDRAL CITY CA. 92234 3 Z�� R.C.E. NO 3 3 `� Sa EXP. DATE G ?d " engineering (619) 321 -4017 28436 TRACTOF 2 -1- No. 2/31 PARP BY DATE 10-16-96 CIVIL ENGINEERING LAND SURVEYING PLANNING FILE N0, Exp. 12/31/97 � 4e os SCALE 1" = 40' BENCHMARK C.V.W.D. BM FD. CHISELED SQUARE ON N.W. COR. N.W. 1/4, SEC. 8. T. 7S., R.9E., S.B.B.&M I 9� C/ V 1 �' �`� WILLIAM H. WARNER, WARNER ENGINEERING OF CONC, PUMP PAD INSIDE WELL # 7993 SITE 160' W. OF CL FOR W.O. CAL_t R.C.E. NO 23256 EXP. DATE 12/31/97 DATE SEPT. 1996 OF LINCOLN, 1/8 MILE N. OF 6TH ST, AND 1/2 MILE OLIPHANT AND WILLIAMS, INC. C8227WA 1 l�� OUTH R Y OF THE CL OF 64TH AVE. E _ -185.36 I 90$-00_ 221521 Z L.J 0 o a I I 57I I� 9 I l I i RETENTION BASIN 24 23 22 21 W 1 6" G.V. Z z 1 6" W.B. F.H. ASS eY W Wf+lf 0+98.13 INSTALL U N U N Z W Z w - W 'V wcx V N U N N C4 cps w Vf 4n 04 w IT"r r r + + + 4+25.43 INSTALL -f1P0�°F2�v 8"'1Pc_a - - &c .P. DEVICE - MV -1-17171-3 17+45 INSTALL / 1) 8' X4" REDUCER 1 C G.V. 6') PIPE 1 } C B.O. ASSY 30 IPL %K N 'TRACT NO.1 27-787) 3 '-- T 12' DJP. WATERLINE I 20 19 18 17 16 15 14 N 13 12 1 1 � W> 13 o > N . !R MQ X Ci Z Z W _ZW _ZW Z_w 3 �� 'boC��: Z Z W a Z W Z W CL +0�^ N NW N W N W N W y�+ �rr� N N w t N N r N r N r N W ^ fn n (A r- V) h N a v + O z N 3 ^ (W/1 ^ V1 + N + s +x +s +R a� ©0 II ZrN`- + +i Jv 9 +s + e a 40 0 r 0-5 ^ ^ r U 0 O Q0 cc r r SONRSA WA 1 PROP 8" V.C.P. SEWERLINE (TYP) - 12+56.13 INSTALL I 1 12"X6" TEE 1 6" G.V. 0+54.88 INSTALL 1 6* W.B. F.H. ASS'Y 1" SERVICE 14+22.50 INSTALL 4 0 41 1" SERVICE \ 14+24.50 INSTALL 42 5 1" SERVICE 3 . _... _ .. _ . _ - - • 1+47.94 INSTALL - - ,---ArAor-W 1" SERVICE 7: .AaWZ,PcAW IrXf. 39 PROP. 4" SEWER LATERAL. (TYP) 38 1+49.94 INSTALL i" SERVICE 15+22.50 INSTALL 9 1* SERVICE 43 U \_ 5+24.50 INSTALL 37 ,Q 44 Q 1 SERVICE C&G (TYP) 1+47.94 INSTALL SIDEWALK (TYP) 1* SERVICE ; a .N I DRIVEWAY (TYP) • % 36 � 1+49.94 INSTALL / 1" SERVICE 16+22.50 INSTALL 45 Y 1" SERVICE ` 16+24.50 INSTALL 35 3+02.13 INSTALL 1 SERVICE �i 16+78.45 INSTALL 1* SERVICE LLJ 1 8* X f' TEE E 1 Ir W 8. F.H. ASSY 46 34 32 17+23.89 1 1" SERVICE 1" SERVICE 17+37.74 I 1* SERVICE 33 a mmm m mmh wizml f1m 4+20 INSTALL / 1 8" X4" REDUCER 1 C G.V. 6') PIPE 1) C B.O. ASSY �y 48 �4 iq 49 �x mak, Q°' t, k! !} ;OA �N00_30' 1 g' E 2 1 12* X6" TEE W 1 6" G.V. 1 6" W.B. F.H. ASS eY 0+98.13 INSTALL l 10+ 17.17 INSTALL 4+75.43 INSTALL I N r b 1 12" X G'TEE 1+00.13 INSTALL 75 78 14+38.31 INSTALL I ASS 1 IRR. SERVICE 4+25.43 INSTALL -f1P0�°F2�v 8"'1Pc_a - - &c .P. DEVICE - 1" SERVICE 364 �CCf�SS ' - -- 1.4+7-2.31--10WA.1-._ 5,eme,,P6/NE tlrYP.% - 0+98.13 INSTALL TO LOT M ;� SERVIE 1" SERVICE - PROP. 4" SEWER po3 (LOT 88) 1" SERVICE 14+74.31 IN 4 on 6 0 4+23.43 INSTALL 1 SERVICE 1 +00.13 INSTALL 25 1+98.13 INSTALL 1" SERVICE 26 Q 1" SERVICE 3 32;1 79 Q 15+72.31 INSTALL 15+72.31 10 k( 7 1+47.94- -INSTALL - 1 SERVICE - -_ Awep 8"i!G.R J.I 5' 1" SERVICE 30o 15+74.31 INSTALL I Fr 111 r�E:dERd/.dE IrYP.> Q I' -SERVICE 1+49.94 INSTALL co -- DRIVEWAY (TYP) ` -4 a 9 CQ s co 1" SERVICE f- 27 I 1+98.13 INSTALL 16+26.50 INSTALL iR I 9 1 SERVICE 1* SERVICE - Carc (TYP) 28 o I 3+23.43 INSTALL / 29 I MV -1-17171-3 17+45 INSTALL / 1) 8' X4" REDUCER 1 C G.V. 6') PIPE 1 } C B.O. ASSY 30 IPL %K N 'TRACT NO.1 27-787) 3 '-- T 12' DJP. WATERLINE I 20 19 18 17 16 15 14 N 13 12 1 1 � W> 13 o > N . !R MQ X Ci Z Z W _ZW _ZW Z_w 3 �� 'boC��: Z Z W a Z W Z W CL +0�^ N NW N W N W N W y�+ �rr� N N w t N N r N r N r N W ^ fn n (A r- V) h N a v + O z N 3 ^ (W/1 ^ V1 + N + s +x +s +R a� ©0 II ZrN`- + +i Jv 9 +s + e a 40 0 r 0-5 ^ ^ r U 0 O Q0 cc r r SONRSA WA 1 PROP 8" V.C.P. SEWERLINE (TYP) - 12+56.13 INSTALL I 1 12"X6" TEE 1 6" G.V. 0+54.88 INSTALL 1 6* W.B. F.H. ASS'Y 1" SERVICE 14+22.50 INSTALL 4 0 41 1" SERVICE \ 14+24.50 INSTALL 42 5 1" SERVICE 3 . _... _ .. _ . _ - - • 1+47.94 INSTALL - - ,---ArAor-W 1" SERVICE 7: .AaWZ,PcAW IrXf. 39 PROP. 4" SEWER LATERAL. (TYP) 38 1+49.94 INSTALL i" SERVICE 15+22.50 INSTALL 9 1* SERVICE 43 U \_ 5+24.50 INSTALL 37 ,Q 44 Q 1 SERVICE C&G (TYP) 1+47.94 INSTALL SIDEWALK (TYP) 1* SERVICE ; a .N I DRIVEWAY (TYP) • % 36 � 1+49.94 INSTALL / 1" SERVICE 16+22.50 INSTALL 45 Y 1" SERVICE ` 16+24.50 INSTALL 35 3+02.13 INSTALL 1 SERVICE �i 16+78.45 INSTALL 1* SERVICE LLJ 1 8* X f' TEE E 1 Ir W 8. F.H. ASSY 46 34 32 17+23.89 1 1" SERVICE 1" SERVICE 17+37.74 I 1* SERVICE 33 a mmm m mmh wizml f1m 4+20 INSTALL / 1 8" X4" REDUCER 1 C G.V. 6') PIPE 1) C B.O. ASSY �y 48 �4 iq 49 �x mak, Q°' t, k! !} ;OA �N00_30' 1 g' E 1 12* X6" TEE 1 6" G.V. 1 6" W.B. F.H. ASS eY 0+98.13 INSTALL l 10+ 17.17 INSTALL 4+75.43 INSTALL I . 1 12" X G'TEE 1+00.13 INSTALL 75 78 i" SERVICE 1 6 G.V. 1 6" W.B. F.H. ASS 0+54.88 INSTALL 4+25.43 INSTALL -f1P0�°F2�v 8"'1Pc_a - - _ •- -- - - 1" SERVICE -- 5,eme,,P6/NE tlrYP.% 0+98.13 INSTALL 1" SERVICE - PROP. 4" SEWER 1" SERVICE 58 59 6 0 4+23.43 INSTALL I 1 +00.13 INSTALL 53-1 1+98.13 INSTALL 1" SERVICE Q 1" SERVICE 3 79 Z 1+47.94- -INSTALL - - 7• - -_ Awep 8"i!G.R 57 2+00.13 INSTALL 1" SERVICE 30o 80 111 r�E:dERd/.dE IrYP.> 101 • 1+49.94 INSTALL co -- DRIVEWAY (TYP) ` -4 a PROP. 4 SEWER 565- LATERAL (TYP) CQ 1" SERVICE f- -SIDEWALK (TYP) 1+98.13 INSTALL iR I 9 1* SERVICE - Carc (TYP) 61 o I 3+23.43 INSTALL / 1" SERVICE 2+98.13 INSTALL 1" SERVICE 81 3+00.13 INSTALL 6 2 Q 2♦73.43 INSTALL / .J` 2+00.13 INSTALL 55 Q 1* SERVICE J I 1" SERVICE 1 X 6" TEE ILI 1 G.V. �fr DRIVEWAY (TYP) 2+47.94 INSTALL39 1 6" W.B. F.H. ASSY SIDEWALK (TYP) 1 SERVICE 70 2+22.71 INSTALL a +I�Cart r (TYP) 54 w 2+49.94 INSTALL Go ~ 1" SERVICE - - - 2+98.13 INSTALL 1" SERVICE 63 I 3+00.13 INSTALL * 5 3 1 SERVICE 3+02.13 INSTALL 3+54.07 INSTALL 1" SERVICE i 1 Ir X 6* TEE 1 Ir G.V. 64 4-1I - 1 V* W.B. F.H. ASS'Y 1 1 1 52 65 I1 -419769 INSTALL 1 4+00.07 INSTALL 1" SERVICE W 1� 10 EXISTING 8" D.I.P. (DIST. DWG. 20059) EXISTING 12"X8"TEE, 2-12" GATE VALVES � `# E J A, I 1-8* GATEVALVE l (DIST. DWG. NO 20059) �= EXISTING 12" D.I.P. WATERLINE I PER DISTRICT DWG. NO. 20059 f 0+00 CONTRACTOR TO 0 Z W W m U 1 4j x 7+67.17 INSTALL 1 12* X6" TEE 1 6" G.V. 1 6" W.B. F.H. ASS eY 0+98.13 INSTALL 4+75.43 INSTALL 7 6 77 1" SERVICE 1+00.13 INSTALL 75 78 i" SERVICE 4+25.43 INSTALL -f1P0�°F2�v 8"'1Pc_a - - _ •- -- - - _ � 5,eme,,P6/NE tlrYP.% 1" SERVICE - PROP. 4" SEWER LATERAL (TYP) 74 4+23.43 INSTALL 1" SERVICE 1+98.13 INSTALL Q 1" SERVICE 79 Z Q Lu 2+00.13 INSTALL 73 30o 80 111 1" SERVICE 101 • co -- DRIVEWAY (TYP) -4 a 3+25.43 INSTALL CQ 1" SERVICE -SIDEWALK (TYP) iR - Carc (TYP) 72 3+23.43 INSTALL / 1" SERVICE 2+98.13 INSTALL 1" SERVICE 81 3+00.13 INSTALL 71 2♦73.43 INSTALL / 1" SERVICE 1* SERVICE 3+54.07 INSTALL 1 X 6" TEE 1 G.V. �fr 82 1 6" W.B. F.H. ASSY 70 2+22.71 INSTALL 1" SERVICE r 7 5' REMOVE 12" Xfr REDUCER REMOVE 6" G.V. REMOVE 6 LF, 6* D.I.P. REMOVE 6" B.O. ASSY CONNECT TO EXIST. 12* WATERLINE UNDER DIRECT DISTRICT INSPECTION. 0+15 BEGIN CONSTRUCTION -I 12" D.I.P. WATERLINE 1 NOTE: DEVELOPER TO MAINTAIN INSTALLATION AREA AND INSTALL FINAL PAVING. 1 29'1 on 5+44.46 INSTALL ! 1" SERVIC fl 5+42.46 INSTALL I 1" SERVICE I 7 35'- 4+96.86 INSTALL 40' 1 12" X6" TEE 1 6" G.V. I 1 6" W.B. F.H. ASSY 20' 4+47.85 INSTALL 6 I I� 13' 1" SERVICE TYP 4+45.85 INSTALL C�c 1 ) 1" SERVICE 5 I � - DRIVEWAY (TYP) SIDEWALK (TYP) C&G (TYP) 3+47.85 INSTALL 1" SERVICE W hN 3+45.85 INSTALL I to t Q 1" SERVICE 3 fEN�E�f'L/NE (TYP.) I I PROP. 4' SEWER LATERAL (TYP) 2,, 2+47.85 INSTALL 1" SERVICE D C/L 10' WIDE TELEPHONE EASEMENT EXIST. 16* IRRIGATION UNE CURB AND GUTTER a W \ 2+45.85 INSTALL 1 iv I 4+72.00 1" SERVICE Nj 1 IRR. SERVICE 0+99.16 INSTALL I I R.P. DEVICE 1 12" XI' TEE 1 6" G.V. Tx1lS SHEET 1 6" W.B. F.H. 'AS -. I 5+20.32 EAST a 3 rrrr - SCALE 1" =40' GRAPHIC SCALE 40 0 40 BO ( IN FEET ) 1" = 40' 120 A...wrs 1" SERVICE 1" SERVICE 83 - - 0+00 SOUTH _ ....-__.....- _NW i. _ I INSTALL 1+70.00 INSTALL 10. *-Art ul)M , �li 312* XGATE EALVE 4+10.99 INSTALL 4+10,61 INSTALL (1) 12"X90' BEND M1IN. lZo !o~ Gwc� 1" SERVICE ;; 1" SERVICE 4+20 INSTALL 4+12.99 INSTALL 4+12.61 INSTALL V* SERVICE Ili 8"X4"REDUCER 1" SERVICE �� S AS I C.V.W.D. DRAWING APPROVAL • 1 4* G.V. <0 �,� J I 6') PIPE xfO�• r-'� v� 't t-1 10 FEB 97 1) 4 B.O. ASSY y �? u\ ��69 84 x�� �` 85 t U t V � I I tet.. 22522 51 66 �e'y 0 m� v I �x~ x ��� T 12" D.I.P. WATERLI!'wiE r T ► 67 68 86 87 ' AB4NPGIV FXIST/NG I�R/GArioW LATER�9L �y.IF.t'ISTiit/G G,KfJ!O- LAlL�E..9L � l „ �. BtS. 32 r�srALL --L l 10,9"r,6 ryir� �rrrrrcE,c 6�BA4 ©Ac,41W X IMPORTANT NOTICE RECOMMENDED FOR SEAL COUNTY SEAL APP R ED BY DATE/ter/ 9 7 _� MECCA, RIVERSIDE COUNTY APPROVAL SECTION 4216/4217 OF THE GOVERNMENT S �tOFEss/Q�, - Narmer�_ 35-325 DATE PALM DRIVE O 0 �O \`,,1,J� H. jY,I I FO ANSPORTATIO PT.. RIVERSIDE COUNTY. CALIFORNIA • SUITE 232 2 CATHEDRAL CITY CA. 92234 WATER IMPROVEMENTS CODE REQUIRES A OIG ALERT IDENTIFICATION � ti �� `%� � � � e n i n e e r i n (619) 321-4017 NUMBER BE ISSUED BEFORE A T s Irl <1 G 3 s g g 2 'PERMIT TO EXCAVATE' WILL BE VALID t'/ - a� R.0 -E. NO- 3 '� 9 S 0 EXP. DATE FOR YOUR I RT I.D.NUMBER ALL DATE -3/Y/- Me. 33950 + 0 No. 23256 PAR BY DATE 10-16-96 TRACT 28436 OF -1- 0 UNDERGROUND SERVICE ALERT CHECKED BY '� ooP.a-�-4 t Exp. 12/31/97 CIVIL ENGINEERING LAND SURVEYING PLANNING 0�FILE NO. DATE BY MARK DESCRIPTION APPR. DATE 6%1-. �7t; , t - �►�'�. Q a5 SCALE 1 " = 40' BENCHMARK C.V.W.D. BM FD. CHISELED SQUARE ON N.W. COR. N.W. 1 /4, SEC. 8, T. 7S.. R.9E., S.6.8.dcM TOLL FREE 1-800-422-4133 ENGINEER COUNTY DATE �`4 "9l Cl V �' � WILLIAM H. WARNER, WARNER ENGINEERING OF CONC. PUMP PAD INSIDE WELL # 7993 SITE 160' W. OF CL FOR W.O. TWO (2) WORKING DAYS BEFORE YOU DIG DESIGNED BY: DRAWN BY: CHECKED BY: WHW tl?7 ��CA0V R.C.E. NO 23256 EXP. DATE 12/31/97 DATE SEPT. 1996 OF LINCOLN, 1/8 MILE N. OF 6TH ST, AND 1/2 MILE OLIPHANT AND WILLIAMS. INC. C8227WA SOUTHERLY F THEOF 4TH AVE. E -185.36 22522