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HomeMy WebLinkAbout4376-4 ./ f • • 12.5': REMOVE :INTERFERING :��NCH MARK. :(1100.45)T!R : PORTION:OF__SEWER: ----BM#-„BD-4.1-0.14.50 ; El-e-vat-i-on -1096.039 • : , • 14(50:70110R -{t�dD-f tti -E�dE?`OF Found P Nail with Calt ans`8rass Nastier--in-the -south lip a a concrete • (E} :d":SEWER PAPE. • ' •(1-101•:63)T/R0740 '• ----channel-at-post--mile--1E5.5. ; : : . . ;d ;-- (1100 85)B!R _ _ _�F};:30 :SEWER " Pt # 14(4 �IeuQi�on 1OB1.543 N=1845787.8:67-- =6?299=60.78 : : �' • 100: .`;Iit • 105:51 ►� _s .. T -s � -• s •-_s- _ �t X.c U„P--R.R..-RIW ;CAL-TRANS--R/W )I �. .� ---�. -' Found I ; County Su veyo- s M Mme t, flush -at the.intersection at. Cypress ; o <I ' ,� 3 STA 10+00.00 Ave.... • and;Stover--Ave;:-(Cypress -;Ave--Station--- -50+00:00) iKiaro-- : : II ��Y� �� CL. MH-I ; ' �, r 1073-;:92:FE • .i. - -o� � cc,a�. °�� (1(�84,9�4� f2IM N::i6'36'S4"..�.. ----Pt- #-1-021 Elevation 1124.8x4 N=1849248.502 E=?6729929.339 °E' •:w a.1-, m -I--1-0 i FREEWAY I 1073:82 :INV . Found �" Iron Pipe �wi;with nail end plug s-t- roped "RflE9 4232',' Down 0.07 feet; at the '�;� I • - -.-.� �I�.. .... 1100 + �.. _, - - : \f ... .11:00 • DETAIL H -= • -inter-sect-i-on of -Cypress: Ave tind••Ir'•is Drive--(Cypress Ave -Sta•t1on -84+60-:78) ; = 1 : r ,•-u ; -1-- -c-; -'r • ; : : i �a0 J W : l�` �� �F� S=Ta:::1:0 �?=0;-00 • �.o.T • �:� � , :� '�� : 1 0 RL-A{�...VIEW ..( NO F -TO -SC�;L ) ' T- to ' *� o`goi� : : _ - ._._•.._ - - �' 3:+10' DEEP r .t- ooXIST::GRAD�-:� - H •-3:5(E0)1-:DFP---: 11, 1: : : • : : : : '' ; �� © PIPE �; �- y, - !�S W o� 0 II '-'1-in • •- 1090 : -0.1-1.-� ± .� : y�...... - (�)tfiDEPL_ -:_- _ -�- W = 1090 - : • .... • �.s -Z . •-..A.i ....; - - - ,T ---• XI57`...C,13AD. !m 3.5Q �P :- ; o u:8-_ , a i • - - - - - 'N : -- - f PIPE t ��,5- •,n 't 084:65:TOP Z- Q Z cn.�,� 'i - � )16''WATER : i4.5' ; OF CASING; J W • + moo Q7, _. - . - -- - _ moi: �rS E: NbTip=B LO'i�: 4H":S7 EL W co l-�•r • ASINC� PIPE a`? a vs ,ice : ULTIMATE:- •vii i ix .-r.-.- - (E)-3'SGAS FINISHED GRADE; f$ • d.�/��.�.��m�.���� h ; f : _ • : SEE:)(NOTE::BELOW. PIPE It... �• .�r�ilP���i®®•� • �� to . �,�.��•�� -_� .: ,._(E13 GAS h i.,�L� reig '��'''4 1080 n-- r SSE DENOTE:BELOW:.. ...... : •: :�EO.<v��-'N ; - ,,��i���� /�®eOrAir, � 1 08 0 - , y,- • • -10t2..-7 I.r...ill P) OP:"[8"RCP: a OSbi67 : INu : -I-1- :"L�. S'�4RM: RRAIN .. • S.-7•__0,52'!. : •• INV::SOUYH 1080:87 : • lG •• 10/7..i6.:... -1077;46 • • ; 1 1= --- s,� �: $: (0:�b1.� �-- 1-.60 : �------ : : ; INV- SOUTH .. NVidf)RTH : : : : o • ; I.I ,( .. .. - - 107.5:•:6'7_... 1.075;07 a)- rn ' n •;ui : ........i.-- 1073:74-... -1}07-4:01 INS -SOUTH :INV•NORTH- ,. • 1 ch 4 cQ o ' II I : �' 4(,=072.17: � � ::::L A:": �t v- .u> : © . �� (1"073.7.2 ItiV SOUTH INV NORTH �' + + + INV::SOUTH- • a 1 fl72:22 N 267:2 LFQF 271;-VCP t 1- 5.8 L ::OF.::2 ..VCP •- ;•- 248:4:8:: F::OF:::27...-NO-DID -VCP; ' 1070 :: ::.. t1n72.:zD)..., :: :, i +; . _ : - X70 :r1111-"NORTH- ; ----.* JYI... • i r--+F•9' r ; -- i : r • , r I• ' c�, SEE:: ENOTE::BEL:OW:' + :�.I� 307_5'±.OF: (X:30" - 356.87 1F--.0F, 27" VCP *•- VCP:;sEwFR : : CAME 1 , • 5O;..FIIIRI� Station 9+00 10+00 11 +00 12+00 13+00 14 +00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 { ! I „ = `nIII :�7 - 1 I . 1 i I I 1 i I I I I I 1 c�! W I, l ! I r CONSTRUCTION NOTES i ! ! fl ++ L ! I ! I i !! ; I ! 1 ; ! ! III � -I- --t I !tI !! I {' FWi 1 CONSTRUCT 27"VCP EXTRA STRENGTH_ / CONTRACTOR TO VERIFY LOCATION AND EXIST. � - ! iI1 I; ; I I !II i IELEVATION PRIOR TO START OF CONSTRUCTION. ! ..0 r I EXIST. �_ ! i I c11 1 1 i` ; OCONSTRUCT STANDARD 60 DIA.I I � � - > I _ 1 (LI : 1 _I o EXIST. PRO ERTY LINE UPRROW ! ill EiII I EXIST II I , c1 ! r _ 7 r ! I PRE-CAST M.H. PER DETAILS ON - - I- - - - - - - - - - - - - ly I- 1t 1UPRRI ROW I SHEET 2. I Q I { -PP---471798S-'7---t _ - - 1 1 III lit 1 1 I I II 1 1 I 1 1 `�' I 3 CONSTRUCT 48" STEEL CASING PIPE 1 ! I EXIST. PROPERTY I i \ ) UPRR EXISTING _� i �I� i !I I )'- FUTURE UPRRI ! ! i PER DETAILS ON SHEET 3. I LINE ETRACK I t 1TT I 1 1 ! W i I. 11 ! ! 11 !TRACK I I i co ® EXISTING VCP SEWER LATERAL TO o' I I II I EXIST II ! i BE ABANDONED. 11 ! J IIN.11 m !I ! •!•; -I-- 1 ISI• II IFIBE�R OPTIC PO'THOL B ...._--- •VIE tHEAIH POWER 11 FIBER OPTIC 1 5Q TRENCH & REPAIR EXISTING ASPHALT r m, I % ! �'` TELEPHONE ! I I !" ! I ! ! I ;! ELEV=10 6.85 = O I I 1 I ! ! PROPOSED ROW & TCE I ; I I _!_ I 1 ILI ! kIK'C0BYi8 OTHERS )! PAVEMENT PER STANDARD TRENCH �: 0 I - !I UPRR FUTU: CO51 - 163-11 I 11 _- __ -' -- -TRACK { I I III !_ !_Jt�r� I� !i I I I FREEW REPAIR DETAIL ON SHEET 2. �� �I ! :-: ��' ! I APN 21 ! I ! it i ! I Ii-10 • • IX ` I _i H >' I AER Fuc © CONSTRUCT 8" EXTRA STRENGTH VCP o ao w �1 i I i I !! ! ! i 1 f! 5:5' cE) o" I�cPAR SEWER. .> NI I1 ' r L _ o M a�'�� ! PROPOSED 'ROW & TCE 1 \ 1 \o !� I i i' i ' ! `!1 1 IiiJ-- .� J� 10 - __ .-mow '"' L:'E 00' • ! C! RI i2"•aNDON) I o v I 1 I7 EXISTING MANHOLE TO BE ABANDONED + + v)I-v{ I ��.__,._ r-� v •-\ - __ _ _.-. -- ! bkSII!JG 01PE O PER DETAIL ON SHEET 3 AFTER NEW O M �-1 � I 3„ GAS 1�- � I �--° ...-.....-,--. ___--.. _ .....�. ---R .__...-. --,-.�\ .P R. 1Nf 1.nw. z1 i APN 251 -164-05 c I I! , \--� E7-.-m - -- --- .__:: - __�-__ _.�.- _- _ !I I IcITy OF FQNTANA _ ---- - - _ ------20_--SP--PIPE IN (ABallo N) SEWER LINE BECOMES ACTIVE. • . ccN.� TP i1029894H ■I� r - _: -�- .: - - -- .._ _._-__ _ --_ - a a I..W, s -- --_ -='r .�f �T=-:- =,. � -" _S =_- � ___ -- -- - -_- - - _ _ 1 \ 9 EXISTING VCP SEWER TO BE PROTECTED APN 251 -16 -06 000,021 _ y I..a . �__ _ _ _ �. _ �'" -- " IN PLACE. - _____.__..__..-_x,. .�-...�" _ _ _..�•-.. -.,��CI{ST BROW __ - 1 � _._. ..._.._- _ �B I� i'\ � 1 I 1 qi ,� P�-�E�YVEft- . E �RTIE--PO C .. �_- ,tea I • _ . -.. ..�.- , , ._..._.-..•.-. �trn� ,••a.9q) --•--•----- � - � `-` ___:_.._-.�.---- ; � ! Co 10 EXISTING MANHOLE TO BE REMOVED -�-- R I uEar-----7"--.7---_-_--=1-__r_7_„7„77._-___-_-:_________ $_. _ �. _ - 'Ro 7-_m7-_:-"----: _-_ • -E_=--___-_-_7-----1 -`, , 1 ,, I i ! i ! 1 ` .aN� f+073` T -E E��' 1IRNOSED ~SIDEWALK �` I096 _.._ _._-_---._.._ _._ ._ ._. `- �wE�-�ngrur� • �: � ! i AND DISPOSED �, ---mm : tT= .PIPE--- �_. ,,..._,_.----�•- ----- _ ---�' � �-,� -(E}.>.. iN --•r- .._._ Rett 3f1:. -- __ __ _ R POS __ �t-it/SEWER ter --- - ' S I I I I i ! ! I + _.6. "WYE. 61-__-- -- - _-_-.".._. , G � -4-r - . u u ��i��w�r� WYE _ 4 4 �` --- --- -- O FILLED CEMENT SLURRY BE ` _ -}------- Irvv--{Io-T�:� ,_�. _ �, ,�,•�_ _ I I 11 EXISING 27 /30 VCP SEWER TO i - moi► � ���.�� �.�. .. N (E)30 VCP SEWER ti cE) lo' WAT R _ i! - - i Ai , 1 .. °... �, _< '� I. - � / -T et AND ABANDONED AFTER NEW ��, rmir-� V ,� , \ E) 4" C-PC ► � I 1 /��__ _ / �_ _ : � - �-- - -,'' - -- - - -- - -- GI/_ _ � i ! �� ! 1 ;I, I I ••�!��I-s; -�... __�_�s!.. � a � SEWER LINE IS ACTIVE. PER DW #2042 rn + i P Ri rio�� 1 _ _ _. _ - �.� I L� �� h M - . - _ _ - ---{ -' <:: o _ - - - ; - -- •f -Apr - ! 5� i • _ __ --s -6 - ; �� �' � �3.-12==g ---11 �-.� ;tom'. 1` Imo - ,� W 1 INSTALL BEDDING & BACKFILL PER W , • / • 5 I vi-- -- , '..-, 7 f �'R- - ���1_ - f - �, J -- •S -- S --® - S- , �.a�■ a-�.� � .!. aI : ! '�i W N 00'41'21 W / S _ - _ _ / -- -- -- _ -- -/_______• -- - u i 111--_,,,-'f-;----1L----4Li. TRENCH REPAIR DETAIL SHEET 2. N_ �. \, -- --v LIFO .1 -- tw w \_ - w \ X ! - { I -I 1 I'4e 1; �. 11i 13 CONSTRUCT 27 NO-DIG VCP WITHIN 48_ -- - - - , - - _ _ - g \, ® „ ' y - • w'L.r -e-rt -(ohs -- -�v T, h __ j e Flo • r ( 1� i _ . - - g - -'c2 ? =9 - g _g \ e }- ! ! I I Z STEEL CASING PER DETAILS SHEET 3 .s.: IIS=2-1111 -- _. �.....�' -4° -........... ■.�.. _ -- _- imimummiii 0.22 46) ,X1 W4 g. ,---------1--1 1r,„,„_ ���;�■ �. �1���� _ ! in . 111111111 i '"_WYE PP' ''=1 :IS _._. - .._____ PFS 20179E _ .. '" j�� i o� W T'M _2+6.��■s������'_q�� __.... ,_�. _. , ,,J PP #717975.._ - -.---,:g11-777;71.87-711:9-:::.--71 .‘,',...,:- _._ _/ R4M=.(l 88.89} Q -___ � __ _ _ ; I �___ tillii: ! L FI.ISTEE 'S NC P �� _ MH�� E}..SEWER_ AT 0. ..__ •.._... _ ._a_... .__.•-___- _- - ..:__ __...__._.__ _� _ _ __ _ = P.R�RELINE - _- -` I ! � C ' 4 0 , - \ __ ` �_ _ _ ____... - - _. ---._.._.... - ---PROPQSED &G_._. - --_--_ ._,_... ._ _'_" I - - FIB R •PTI & CC . P_._.20+70(6�. '� R s20a':8.� �� . -4__ YE --------_ ~r�Q� -01PPEGr _.w___ _ _--_-�- - - _ .._ .._ .__ '---- t DE L SH E 1 3! 1088.38 RIM ((}} _ _ ____.-_._. - _ (EtErrEMaNHOE t SE SII t� ''. -.. .•� ;_ -� Cir.... __. ._ _ - _ __ --_� 2� _ __ _:__ t-�r�u_� �4a� � M --- ._.�-._-__._._ PROPOS D--S DEWALK ,_ ---�_.-... _..._ _. _ ._ - ._-..._-,�- 1Fra R PTIc P rH LEN 16 36 54 E_ _. ..a...�:;�:-,,:�,�.....�.-. :_.. �� _ -_ _�.'"tE)2--•GAS._.__. Oi _ _, A.T. - - - n__ ... . -. 1 1 72= -- - - STAT+43.02_._ ;rn_U 95ss)__ II I I Q QC •1 _.__ !�E►, y R �A . ,. ._ - _. ._ r API�T_� .1' 1.-_ -_ --__._ _ `�G ..--t- P. �1�°0� FS-1096.67 O �_ __ r , (�__-__ :. PROP, ON + , _. _.� __._. _ EXIST -__ _ tvo QIPPEflI __ _ c� 1- � _--- � ,..�?�� -._..:=.�. .. .___ .. . __-..._.. �._ ._._ �c� __-...._._ __.__-._..__ _ =`. ...�" �,.__._.-�-- _HA.Y�--LATERAL 1� -�:� - � I 1 ! IL_ , f ., _ _ - P .•• • L ASI G PIPE .o ��..�_ .-.__ __. ,.___.. . . PROPERTY.....�.iNE...-__._ ._....._._,_ _ �.-- .__. .._ ,.- ..._..._ �AJu�_ZIC176.5:8h ,a �' a N 02°44'56" E � PROP._CQNG:, �.�7.�T0---P/L_: ------- __._... ..__-. :� �' o I ! 4 III 1 ! (E STE m=_= iV_.2 44 5� E__ . -- .__._.__.. , _ ..._-- _,_ _._ _._-._ _ _ _ ___PP x►64�19 _.. �a{ i ' STEL CALTRA E IISEE DETAIL MH-1 f frA- _,w - -- _-,_..._ ---- rsuei = - y . _ �. _ _ _ 1 , imer o - - - - - ABOVE RIGHT ,. - ""���' •�.� - ii► PL�. 1'`1:�2 33 - DITCH a.. .. 1�1 ��j _ .-. r I 20 •fi / _ �•�� __. _� ,..,,..=_- - FIB R -OPT4G •THto I I 0 _ !- PROP. 18 RCP , + A 2 1 '�_`-`�'-,- ---®�:��Ir - �� � :_ '------`166.....i. _ ,_E� �9--=_ � I EMENTS � NC CHME iT ` _ .r � ; I �� STA 11 00 00 � PN 51 - 81 � � � �_���V��► ��- �: „_. ..-..,__- _ . - -=--1•- � 1075.67 FL rn - -- ' a it ! 1 -. ,.I " AS I I ! ' 0 0_ PROPOSE• STREET.-"8Y-OTH • • ..;v:.v`Iriiii�i� m. ..._-_.._._ .. ... , . _�_ __ - 27 OUT STORM DRAIN : ADD MH-1A ___. � --'--'�. ....... ' - m APN 251 - 81 -12 t r _ w _..- -- __ ERS" A:`^y�j - �. y _ � N+ 3 46 0 Ill :- 1 I 1075.87 FL N �o u -- t!i --� _ .,_____17.1____o_ " a -- f OPOSED. STREET psi,.-. .imm - . ! ` I �• it 27�� IN �. APN i�"�� BY OTHER •� .��..�.■� s■�a. _ >�..1�- �.�. - 6 FL -. ; -'"i f i� 1076.5 `�" - r .._..__.. - - _ 6" ;� 1t•'�►�` 8 0„85 ! ! 1 8" IN co co 2 51 1 81 -2 3 - - iv }, �If _ .�, N '14'5 I !t I �F -\- - _ 1 12X35 A BORE PIT I, O! E j \ 9 r co � � IPN 2 Il -1181 22 I / ! v� V SEED TAIL 'MH 2' r. _ gP1�1 I I ��' '�"" ►� - I I , ,1?I i 1 1 .6 P, ! ti I-10 I L=4 6 0 - AI - - IT ��� .�� 1: 1 13p�,T4:77.1 O 1076 60 FL Q r- rn o r i ;� I _@EOW�RiGHT - - �= _I !- L { ! L - -- _ - !APN 251 - -4 1 :::9- 1, o '�� 4 CFFtEEWAY o , C' O PLUG END N 89 26 49 E ^C IBER 0 TI PO HOLE 2APROPOSED ROW & TCE I '- 1- _ _ Ir_ _ - co - A N1251=T72- 24 II 251 172-25 , 1 , I ! I .„ !I IIrrd • ;`�EI Qi I , �O l� II II L �- - - - - rn I 1 STA 18+49 02 'MH-4'- !, ,r �'o I ! I ; __ _ I ST!A.16+32.44 MI--3 - 2 ;� I I I o. 9 O I ! �LEV=lo�6.7�7 1 00 - N I I 1 PROPOS D ROW & E I 5-M.59+59.82 ,� '., 1 r !, 1 4 P DETAIL ' H - 2�s ®im �e ! 1- - - xxow c� EQ2 ! ! ;r_STiA.61+76.30 CL ;,'' . 1'-' 1 - 0 1Br =11+0. 2 c N ..z5') w w AS - I; T � ` ~, I� I ,., l7C K' BY OT ERf- F- o _ _ �- - - - - - - - - ma,:> IZ ! r 1 CYPRESS AVE. 1 1 APN 251 172-411 I! CYPJJRESS AVE ! i I ! I I ! �' q i STA 13+60. 22 PLAN VIEW ( NOT TO SCALE ) 00 1 APN 251 - 1 81 -29. 1 - - - - _ - - - - -_ N �- - - Nil ' BOY E AVENUE ! ! { -'I X6.'65 RT • o � ! / I 1 I1 r l i �N•�� 1119.95' RT i, 1 11 1 i +i ! I1 14 c.' I-I-i' I I i ! ! 1 ! � � ` ! EXIS141 PROPERTY_ LINE_ _ to a cc CURVE DATA p �LL.I Tr Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA w w W i i 'f M M I- No. R Q T L �QWARD ,s,-;_t, _ PUBLIC WORKS DEPARTMENT o a O r ,I i 11 ! / �I I '-''�' 9� ® 1000.00' 15°41 '52" 137.85' 273.98' �,'� .� ,� ,� ! ( ;1 i ��r ) I l - -"® a 0 Np, • Z 2201DUPONT DRIVE,SUITE 209 DRAWN BY: CYPRESS AVENUE SEWER SCALE: Z II II 50 0 50 100 1150! ! ! \ I _ x 0 25088 y IRVINE,CA 92612 KT 1 =rJO O NOTE. ce "AS-BUILT" 9-2-09 RS 1=M Iclael�9 * Tel:(949)263-9322 Fax(949}2831225 PLAN AND PROFILE `^ =A111=1111 -_____ -' / (EXPIRES 12-31-09) * DESIGNED BY: DATE: ALL SEWER LATERALS AND UTILITIES, SHOWN OR NOT SHOWN, ICT Rs FROM 350' SOUTH OF BOYLE AVE. TO 1-10 FREEWAY 4-02-2007 w O 1E- --M-Jim. - ® REVISED SEWER ALIGNMENT 5-7-08 KT FM 16120/c ` , ��. 0. i / ,, o Z ,i SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE MENTIONED. olv‘t. /• �. �, ;4+;i Date:12 07 2007 CHECKED BY: APPRQNED DRAWING NO.: I w z REVISED (E) UTILITIES LOCATION -16-o KT �?'l I012C, oia CA • • Rs �,,(�e.c �.�.c �,�,� IZlio%7 4 N o N SCALE: 1" 50' HORIZ. APN 251 -1 81 -1 5 REVISIpr p pngr �oATE ENGR. CITY DATE ROBERT STFAFFENS - R.C.E. 25068 ern CITY ENGINEER R.C.E.DATE:51152 4376 5 -J 0 Do r