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SEEN !�I!!!!!liilili!!iililili !!!illi liii!!i! !ilii®! i�l !!!iiM ON ONE i!i!!i! i!!!!!!!liillI! !!!liil=��'�, .N� ME MIME ii liiilili liiiii! ilii!!!! !ilii ! =01 !!!!! i •. !!!! !!!!!!!! i!!!i!!! !illi! !ilio!!! !!ilii! !!!Bill! ilii!!!! ilii!!! iiiliiiiiiiiiiiiiii!!! !!!i! ii son mom i!!ENO !i!l!!!! i!!!i MEN i!!!!!l!! iii!!!ii i®ilii!! 0 l! mom ME iii z J Lu V- ul U 2 zg N U + v o w 5 v o 5 5 0 4 36 0)o 4 4 4 5 II N O Z 1 Lu Z V) w 1 SHOA s REN 5 LN 25 4) 7 24 4 23 4D9 10 4 14 --- -PROP. 8" WATER 2 22 CONSTRUCTION NOTES: O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. O2 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (ID=48"). O4 INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125. INSTALL BACKWATER VALVE DEVICE. 9 REMOVE PLUG & JOIN EXISTING 8" V.C.P. SEWER. n� LDT D DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YDU DIG TOLL FREE 1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 4 5 11 12 SCALE IN FEET ] �4�1�Cs 4 \ 0 37 D /J �Q `-1 Itrn 0 Sfe 0 eTq p N Q 61 "o4�CF WSJ 60 S MEDINAH STREET (PHASE 1) REV. DELTA/BEAFM RADIUS LEN./DIST. TANI A 14"01'24" 455.00 108.92 54.73 B IN 21'28'18" E 7 139.64 NO C 30.38'16" 455.00 243.30 124.63 D 06'55'31 " 455.00 54.99 27.53 E 28'50'32" 1 445.00 224.01 114.43 F 22'42'40" 1 445.00 176.39.37 21+47 G 10'21'25" 445.00 80.44ES4.33 44 H NO 45 27+89 YES 25 4) 7 24 4 23 4D9 10 4 14 --- -PROP. 8" WATER 2 22 CONSTRUCTION NOTES: O INSTALL 8" EXTRA STRENGTH V.C.P. SEWER. O2 CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (ID=48"). O4 INSTALL 4" V.C.P. SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO. 125. INSTALL BACKWATER VALVE DEVICE. 9 REMOVE PLUG & JOIN EXISTING 8" V.C.P. SEWER. n� LDT D DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YDU DIG TOLL FREE 1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 4 5 11 12 SCALE IN FEET ] �4�1�Cs 4 \ 0 37 D /J �Q `-1 Itrn 0 Sfe 0 eTq p N Q 61 "o4�CF WSJ 60 S MEDINAH STREET (PHASE 1) REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 5 RFC D TR. YES ti 20+97 YES 7 21+17 NO 8 21+97 NO 9 22+16 YES 10 22+90 YES 11 23+09 YES 12 23+95 NO 22 22+97 YES 23 21+47 NO 24 20+92 NO 44 29+24 NO 45 27+89 YES 59 C 46 `r !JIM, 7 N J + N U O O 57 (a. 5 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. % " N s oXs� Go�40 oc^A— Odd QP. 0 vO J1 cP. 44 / O / 4 45 �1 O I i' Fs 52 %PRO g., WA1ER �O 53 54 55 4 5 4 56 5 / / / / / / / LOT NO. DESIGN! A8-B<l-T BAgCR.OW 4 19+76 YES 5 19+96 YES 6 20+97 YES 7 21+17 NO 8 21+97 NO 9 22+16 YES 10 22+90 YES 11 23+09 YES 12 23+95 NO 22 22+97 YES 23 21+47 NO 24 20+92 NO 44 29+24 NO 45 27+89 YES 5 RECORD DRAWING �a ` 9s` 54 28+56 YE Z a THESE RECORD ORAWMGS HAVE BEEN PREPARED, IN 1 3 m 55 28+38 YES d PART, ON THE BASIS OF INFORIWWTgH COMPILED AND ' 366 j 56 27+67 YES FURNISHED E OTHERS. THE ENGINEER WILL NOT BE 57 27+49 YES HAVE RESPONSIBLE FOR ANY ERRORg OR OMISSIONS WHICH A ESULTNTHEREOF. INCORPORATED THE DOCUMENTS AS . V I • 58 26+78 W 4 � ��\( 59 26+60 YES N 2 1c 60 25+89 YES BENCH MARK: No. 615 BASIS OF BEARINGS: RAILROAD SPIKE AT INTERSECTION HE BEARING OF N89'30'06"E ALONG (p OF CITRUS AVE. AND LOS CECROS HE No. LINE OF SEC. 30, T.1 N.,R.5W., r AVE., IN POWER POLE NO. 9011E S.B.M. PER R.S. 58/5, WAS USED AS ON THE EAST SIDE OF CITRUS AVE. HE BASIS OF BEARINGS FOR THIS ELEVATION: SIERRA LAKES SPECIFIC PLAN z 146756 PLAN. . H QROFE Prepared Under The Supervision or : CITY OF FONTANA, CALIFORNIA Q 4 PREPARED IN THE OFFICOF SSF2c MADOLEAND ASSOCIAT SE INC. SEWER IMPROVEMENT PLANS 10601 CHURCH STREET , STE. 107 DRAWN BY: 00 No. 62183 A RANCHO CUCAMONGA, CA 91730 TRACT N0. 16177 (OFF—SITE) SCALE: * Exp: 9 -30 -OS * PHONE (909) 948-1311 DESIGNED ae MEDIN�'.,,-� STREETDAIS SHOWN I sT 9T P (STA. 19+5 29+81.83) SEPT. 200NOLvx\- FB — F0 CAO Date`-2-46/-ptCHECKED APP D eBY: DRAWING NO.: `3 00 R.C.E. 2183 EXP. 9-30-05 GFB Rc '� I � al 29,%9 % CITY ENGINEER R.C.E. 51152 DATE J:\826-1178\Sewer\sew3.dwg, 12/19/01 08:29:02 AM, cb