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N W 0-1x W U (r I N O x z x D- U _ U N O x z U) U N O x — U W In U N 0 x 0 0 D- 0 U N O x O 0 N 0 N O O O 0 D_ w Of x a) U U 0 L_ Q M 0 0 N O U D_ a_ U) 0 U / U I N O Q U O N r- 04 L0 I L0 N / L_ O 0 O O n A 1010 1010 { 1000 A - {1000 �) a) = N w (n O io 60 W O � * ~ Ei • I--- EXISTING GRADE`4� 2 _ W VI In O_ =N I j O O + V :ro o =N J W OVER TL SEWER7— LU 4 I (10 0 LU O O E�cn N �UCT { 990 12"X12" fA F4 TEL � m 990 ---- -- — --- __L 7.5 377.00LF D=1= 8=� F THIS SHEET � Z O U2 LIX— Z .... J �----- - _ 4 a G t2 TM U IN FOREGROUND, N 8 S OF R/W 2 Q OLF p=18" S"0.0172 v, m LH LL� . =18" S=0.0044 '•' + N M� tc} f 00 W y a0 � r J N J W 980 980 4 395.00LF D=18" { - 71.50LF THIS SHEET 80.50LF _ _ ~ in > ~ > ? Z ' O �- N O O _N O p � O IN 1O {` w Lq T ~ to UA CO + N .lp Q7 00 w N ia— +O w N w N N w 10 N r u7 W N J W O~ Q Q> Q> Q> Q> ~> N W N J W Z Cn ., N ►. in . ^ A > > z cn 970 { - 970 20+00 21+00 i 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 MATCH LINE STA 26+00.00 SEE THIS SHT \\� � JJJ � OLEANDER AVE' \ �Z—= CONSTRUCTION NOTES \I 111} �CITRUSAVE, B-10 i 1 - VARIES I ITEM NO. DESCRIPTION 15 -INCH HIGH STRENGTH VCP SEWER CA TA WBA AVE ! N COF\ r!� APN 023601103 I _ �---992 a J © APN 023601114 992--- , 7 1 MH 43 � �� _ STA. 25+50.0 0 .] - RIM EL=991.7'± zQ ��i + 1 TEL � APN 023602111 � ; is i �— 5 18 -INCH HIGH STRENGTH VCP SEWER 7 5 -FOOT DIAMETER MANHOLE O7 � MH 7 g 6 -FOOT DIAMETER MANHOLE APN 023601114 STA. 28+40.0 O RIM EL=995.1'± CO CLEAN OUT O / { \ \FONTANA o , POPLAR AVE U© i ', f A t' , f: i j ' I , jI I i 00 Co PVC LINED PER L SPEC 06640 ! ``'o r i r '1 -� ELM AVE – 0� Q W 2 N (n _ _ APN 023601102 I ! 1 N I I i N I O O g91 1 + 25+10 .' (� gg'S b S O 9 70 x12 STUB OUT °> > ; U �i H qty n7 1� BEECH AVE �.o W OE `x` r'� DE N `Q OE —f.� % J SEE PROFLE B/C-17 OE = F- 996 9gT 2 Cn HEMLOCK AVE' N`Z O 3" Off• O 46 5 89.25'13" E -3-� 21+0 — _ _ JIN 22+00�...��_.- .r►--.�3400•C•- _1 89'25'13" E — I --k INI 3 V END STUBOUT W 24+00' +m "9�STA 210+70 J _.. �.�.c — i .r — �_ f 4 N 89 28 22 E .9 (W •� — — -�_ — _ / _ a- -- -- W� ---- ---- --> -- — -6 Nr; .� _ " — — — — -- — -- N 1 W — O -6" W=— O m LIVE OAK AVEC _ -m -� o Z W CITY Q OF-, O 4 t l0" G + _ co P-2 _ _ _ I — — — �N o -- 3 N �_ _ — -�� — 10" G— : m _ — — _ t� o i(} O N 5TA zl I t4a —r --------6" T— O T + 3 27+00 3 28 00 + 29 00 + % 30 00 7 N 0-04'17- E 00 REDWOOD A VE v f- ON O N -- 10" G _______ SL 0 VER A VENO t� STA 24+58.10 18.00'R INT r. A SLOVE N CALABASH AV RAVE D + 0'47'51" W I \ t0 5 � � � CALABASH AVENUE .. 5 ± ' `° �, Q CS CHERRY AV QL--------�-y i =- -12" W ----- ---- -- 1 W-- -- a 12- —2"G- V7 NP -3 TEL 991__ _J. Q TEL- --_ 3 3 - TEL '``.... OE ALMOND AVE W _— Z r--- U —— — sE r _ -` A , TiLo0 �G v L Q MH 6 `n 1 25' x 15" STUB OUT `" SEE PROFILE A/C -17 FIBER OPTIC DUCT BANK CONFLICT �' 9� +� ' M W 9 co N o� ) , ,. , J # N „_. + '� � o� 9, } I , 1 I N ►n t t O ca W O �Q 00 Z N J � W Z O Q N N BANANA AVE LO �`— SEE GENERAL NOTE 6 7 t MH 5 Q M.. STA. 20+74.0 A �.� RIM EL=991.5'± _ DIRT PVC LINED PER ` { SPEC 06640 .� o N WJO I . Q ( NORTH 1 SOUTH STA. 24+64.0 CO 3 t ay . I RIM DTL E . HT N SEE DTL E/SHT C-18 PVC LINED PER 1� © SPEC 06640 t ` l END STUBOUT STA 200+25 f' APN 023608134 _ �No �, U APN 023602112 APN 023602113 APN 023602114 F– N � o Q J' "`' i ' 1 © V APN 023602115 1 I i a� O �I� x;, APN 023602116 , I r j '�` = N U ,I��III PN 023602117'o� a { " CALABASH AVE v N U v v 990 { APN 023607113 a n n t N 990 1 s n I i C✓NC. I ' 1 1j 1, SAN MULBERRY i ' APN 023607129 + U d SEE NOTE 1 NTR �� I CO OL PT NO. 23 EL 990.13' `--� END STUBCDUT N 1845616.97 STA 200+90 i + I I I i �-I -`r BERNARDINO\ COUNTY CITY %OF\� FONTANA NEW TRUNK SEWER CONSTRUCT SEWER LATERAL E 6712525.85 i i HORS �p M NA TO PROPERTY LINE (TYP) �3 20 0 40 z NOTE: sra Zo' tos �Z-4 No. C47350 rr, KEY M A P . 1. ALL STUB . ' WITH A TEMPORARY OUTS SHALL BE CONSTRUCTED CHANNEL PLUG PER N.T.S. VERTICAL Exp. 12-31-03 Civil-~P q sf�OF DETAIL G/C-18 AT THE MH AND PIPE TYPICAL CROSS SECTION 2 0 4 CA 1 A PLUG PER DTL H/C-18 AT OPEN END. G { , Q DESIGNED BY: DRAWN BY: NL HCF CDM Came Dresser &McKee Inc. CITY OF FONTANA VALLEY BOULEVARD TRUNK SEINER CDM PROJECT FILE NAME: NO. 2455-21724 CGSPPCO2.dwg IMH 0/31/0 I` 01 REVISED FOR RECORD DRAWINGS 9 IMH /3/01 BExrPtAS FIBER OPTIC DUCT BANK CONFLICT SHEET CHK'D BY: REH ooaaee 2920 Inland Empire Boulevard, eaa�0aasev�e� Suite 108 PLAN AND PROFILE 5 OF 24 4 REH 5/17/00 ADDED MH s43, ADDENDUM #1 CROSS ED B BY: APPROVED BY: DKT RWC oonstraao0on Ontario. California 91764 o eaef0oaas (909) 945-3000 FROM -BEECH"�ME TO MULBERRY AVENUE i / STA 20+00.00 TO STA 31 +00.00 SHEET NO. C-2 1 REH 11/8/99 UTILITY UPDATE OCT 1999 REV. ENGINEER CITY N0. APPROVAL DATE APPROVAL DATE REMARKS DATE: 2-24-99 V649 City Engineer DateI Izzat Hamawl, P.E. 47350 Date I DWG N0: 2575 PROJ NO: A V 0 9 L01