Loading...
HomeMy WebLinkAbout4376-5 0 w. • , • : : ; r m�"" : 1 O>37.60 FL � o�46r)....: ;r P1:UG :ENR. _: ' : iu • b-�... _ ; 1:=17.5 • 6 50'0' :_� : .,.....Ln . .��-- I iWA5IIINGTON : o : : W-0 ..•;. : R- VAR3ES- h 1, : : .-Go' • ; : : -0.W.O ��w..: o • TSTA: 22489. 3.- {RIVE ft/W *' • • : • CT R/W ; I' - : ��, : : r 1885=,=$5- L; ii jj . : : i I .r �.. t10:t:9Z:RIM. I �, is : - ;tn� < �„ 8 iN . :0 F z II 1110 ,: �� '' ti • ; __ ' _ . --� ,---�_� -- -- ' AS G 1a - . I: M �: : : T. GEA : u> ,,.- _ _ _ SEN •TE BELOW. ��.��6'__ - EXIST-- -- r E-) GA C iN p ..1: PIPE:.. ,y SEE j , `' • 1094: 0) I' + �: I �_ _ �.-,- - : : • : : , 1 : : �, . • , A�.�/.���i,)� :_.. • a' �. ; - ` - - __ s::_._...- : I : -1 1 : : I °f084:37:FC2?":IN; I .:: i ;-H- : : -1- lilt : I�10 FREEWIAY I, < 1. _- "" " • : WATER •; �,• �` '� : : f-I I- :1084:1-7-f La.27"_00T it , : " ' `(tD85 0?)FL8 IN ' • Z- ' H _ -'- : : •; -PROP: X18'-' RCP SEE.....- . :::�°} tv-•• -1-I-' -III iCONNECT-'TO-.NEW-- -- - - __ c k�cn^-;- : DRAIN ; : '` :p T - : 1.1 , : ;-(E)..8"VCP 111 MANHOLE ; : ' ���.` • �/ . ( 2•'W B OW . _-._._ -- : - :--I 1- 'I--1-00 • PROTEC- N P f) 1 ATER ULTIMATE x. T I LACE N10T • 1 100 :• : : :. f - {��;_g��� FNISHEA: RAfE::f ; eROP�:5r4..R0E' E . T _r ....4.-- ---:- : _ i l PIPE c.. : : : DRAIN_ : _•;p:82%�3 I : DETAIL,=1L: = �"= , 6 : i1-1 !� SEf DENOTE BELOW. _'- �r - C 7T _ �} Q Q •fi _.sem -- �; - .r "r S:J. ..L 224-.8:9...53 a_ • iIi! : : {1:o3&aD> PLAN...VI-E ' (NOT T© SCALE )LE N (t):311. .11 :it 48" STEEL -CASING PIPE : ' 1:,IO%• , • • ':/ \--- • INV.SOUTH : ., ; 'L-104' 'CD', WATER: ie• - F 1 4 . ; , , : .v`� y :ST4:2q-t-67::5d -CC ��-097. 2) : 1 T W9D'0I/00":E • Q SEE: NOTE L� J : i 1097 00::iNV INV" # 1099-70.F;L- l... r": m �, ;4 : SEE:*NOTE:BELOW:` L=34' 1;4W•; • 1�29T Q2 12 5" . • + N00'00 00'E�" W- r,- ©�� -�� A • INV SOUTH rn -; ... ;CLEANOUT ' � � oQ'h��!�� : : : �' 192:0:'f::OF::EXI T.2711 ECP -09 .. .� =- 1090 =In ,:-1-9.4.6..8-..3"-for--- ----- ,L. •---- .... ;�P :---- -' o -� • *** OF-CASING CASING -_ `� as = a'41�• ' '1091":22-.. 1"091::42 STA:2f>+95:94 BC �� o"- " , W_ '�� _15'' 109-8:Y0::FL;e:IN. . - 1D-. �"" INV:SOUTH INV:"NORTH 1092:23;..INV xff TA:: 9+70.9.1 • W REMQVE::xNtEi ERIC.._ ... . -� yr Z-�- • -POR-TION OF -SEWER •s ; �'MH-T' O ���.�®� .. • : : • �' 1097:22--27" 31d �I�I.ei��.� • PI E PLUG::END OF ,�_ ir) : -$: 2 - -0:16% , : _ • • v -s Ems} 27--#€#� -'-- '� - -- - - ��,� : rn M (� 1'' EXIST:: 27"" SEWER . .• OMBI NI®'�,�i�i� 1 D84.-3'7-`. : - +- : •: '�• �� - TO REMAIN. s��v M.. t QLD •.cO- : y 0 INV--NORTH ctr CV ; o"__ - -- ©-- a :330:OOO LF--OF- 27 ' "VCP : : •0 1091.02- FL-27"AUT 1080 .0•-- :1082:..-75 • : 1084-•-17-, -•--- .•:�- N : -; =- ,c3 . INV�'SOU ' , o c ; O a N _3©'33100°..w + N ..(� : 0 341 :38 LF._OF.. 7r`.VCP L :0:91' (1 F''� • ' N 17:43; LF--E}F-•27" ?'PK3-[}IG"- VDP ; , �- )EN(7TE _ .......... �► �: • VER FY t CATs AND' Al' CO�tTRADfiOR Tp 0 . . : BERT AN SG- "-� 1 • ' fLVATFON PRIOR TCC START OF CONSTRUCTION. • 5 ' . •:_ _ : _. �ti • _ � - PL• :�V-I�•�:-:( Nt�T "T:b�-S-�� E3 • • Station 21 +00 22+00 23+00 24+00 25+00 26+00 • 27+00 28+00 29+00 30+00 31 +00 _ , ., - I I `I ! i W I ' 11 1 /111 /1 ,r'- - - I ' i I I I CONSTRUCTION NOTES 1 ( 1 I I ► i 1 L _ _4I ' I I I I - EXIST. I I _ _ _. _ E I :4' I 1 CONSTRUCT 27"VCP EXTRA STRENGTH 1 1 1 I 1' I I I , , 1- - __ i L - 1 1 I I I 1 Irl _ � I 11 1 1 1 1 I I 1 I I I I I 1 QI > - - - - 1 _ _ ii EXIST. PROPERTY LINE 1 - - -1 I _ I L _ _ 1 _ t I ( .' �� I 1 ROW I I II I `APN _ a II I I 1 - I I EX ST• ROW - 1 i 1 1I i -1 ._< 1 _ _ �= = ___ - - -/ I'L - - I -4 I I I I L SEWER. 1 I I I I£ E I5T.1 ROW 1.-.1,.m" I II I _I 1 I _ _ _- - ,_ �. _ _1 I I - I I I i 2Q CONSTRUCT STANDARD 60" DIA. S - 51=251 5 1 1 1 1 1 1 I I I - - I __ I • - - APN r 1 I I 1 I 1 SHEETA2T M.H. PER DETAILS ON 1 1 1 1 1 I 11 1 1 a l PP «620555 I II APN APN I APN - -_ - - _.� I .. r.,, wA rE1°t I u! - - 4.1- _ �1 I r 1 VARIES f (�� I I 251 -253 b o\ 1 251 -253-03 I £ I 251 -251 -47 1099.70L � I • APN I 1 I 1 4 I ! 00 CONSTRUCT 48" STEEL CASING PIPE I I PROPOSED ROW 2 1 -� 01 P I I I I i CALTRANSi R �' 1 I I_ _ I I PP 2613825 I PP •2613,835 L ~� I IPP 126I38-3-S-1 I _ IIe PROP. I 251 -251 -50 d ! , I I ER DETAILS ON SHEET 3. - ' - - - �- - - - 91 QMH-71= I I I I I 1 I I I 1 I=I -_ _ - - _ - �- _ - - - l L. 7" I I R�W STA 29+70. ' 1 J 4 EXISTING VCP SEWER LATERAL TO ► I I I 1 (Al __ ► I 11 STA 72+81 •91 1 CYPR SS AVE. I w I OBE ABANDONED. 1PLUG IE D I 1 1 OVERHEAD I ®� ) SEWER ANHOL• I I I F. ELEC & TELE ._ . -.._.� F.�: ._..__r-"-.--=;` _.0 -__ -.-__.__ ._ �, I I 4.94 LT t. R cr1 :60 0! If I 110Q7.`GO i-L 1 086.8 IPL I i ��� I I, SEND OF CONSTRUCTI• 1099. 2 L �/ c3)I I a I I 5 TRENCH & REPAIR EXISTING ASPHALT I 18 lSEWE' S; U-OUT r,l 1 APN 251 -253-06 -' R E - r ►• 27" PIPE 1 I 1 1 O PAVEMENT PER STANDARD TRENCH ( � APN'' PROPOSED 54" S.D. ,�'� F U,Tu , �� APN L I 8�� STUB EAST = 1 I '" „ ! 11.2.175'L-9711 i Willr I 1 f rAPN { I ! ♦ aloe. I (E) ATER METER 4 I REPAIRDETAILONSHEET2.I • 251 -253-07 251 -253(ER WATER 1 I 4X8 REDUCER ) SEWER M•NHOL I PP 66189 251 -16.,1 -36 �_ I I I S 'V POLE r W �, II�� ■ _ w I =� _ _ >_ (E) �1 MAN, • •IM cu15.5 ) M . �, , © CONSTRUCT 8 EXTRA STRENGTH VCP = I �IU IBERRI� - 1 ,,..���. ■„°� CCW tE) 2" GAs Is s 04.150 j EX 1- TCE I1 iAPN 251LI2 1���9 =au� UNABLE �1 1•• ad :• 1 SEWER. LL ��II •a�1■1 ■• y iP ;_.. A•N •, __ ...__.�`�I n __. Q' i �' _ _} Q i (E) SEWft1l MANHOLE` INV llol. .) 1 I HANNL I UND RGRO• �•-•�.- IA �., .� �r�� =4 O I I • ' � � 7 EXISTING MANHOLE TO BE ABANDONED At _ .___--- ---.-2 :1.=?61.,.:1$ +.---�. -16X"--Y�. '1; .`.X1 253-0$ ,_ : .-:-------__.--2.,. / --- -.� .' O 1 _ I 1 RIM (1112}39) L 2 . , I E I , & ELE•HONE ( XA T 7 I + -- _.. - -,N r I .,� , ; y I PER DETAIL ON SHEET 3 AFTER NEW ON_ L ',\,\, ]Il /� PROP. P WM, I INV=(109,8. 0) I cfl LOC A NOT DETERMINED) I I 7,--:--CETZTT Gix�s - �_ `Ts-12E ;,A Aa I tE) sGa _ -_ ._ - 1 I o �� . '►� IL, `i (E) 27" PIE 1�&s) i ! r` . ��' SEWER LINE BECOMES ACTIVE. �sscc ._ ',__--------7-_._. 2 _-1� .�_. - _-_ -_ _.". ,__ I- C&G ©0 I �, ��� I - ,v a�oo.26)1 - //'-$URI€ ._,a,9 _.._ ' _-___.. ... _ . _.. _ _- -- --. _ _ 1 i' - i ��, �1 ,__ _ __ _ . __ __. . - 2 :� W _ �9 :" STU: ) 2" WAT R Q , i(E) 12 asING PIPE ! RIM= (r1O1 27) -�,, - ;-__ ( ® El2iFPsE:::ER TO BE REMOVED CIT 0' F•NTNA INV=(108.!89),1 .I OLUT �'. ' �.I(AB�NDQN) I 1 INV (1013 161). E � _ F . , _ __. _. _.__. __ -___ ______..-_ i ii, ---------_.. ��■ �,, fi�.N�■7III:1111111111:etumis:1_111tp.117:757__7D!:1.-1A47.4.E.1- _X �I 1 1 .. 1 . :613_..t m_..._ _ �. ��__ --._ - -- , - _ =' I g TO BE PROTECTED I 1 m _._.. - PROPOSE•"C&G E � ♦ , / _(E) 127" CPI SE�IER I I I �..1.�.:� 1 _.._ ���i ) ■� .•■ ' �"�i/ . - - .-' - ..a..�Wl - - _ 4" , r _ _ - IN PLACE� �.� -- r Vt�-•--• �'�■■� -=' �, � � �.SF1 j �\ ` `' T RQ, (E) 6" w � _ _ �,RQP4SED � i 1 _ � .. .:. • \ r�' �� - PROPOSED® r T _`8 _ N_ - ;'' 0-- - ' _ , D .` ' - -PROPOSED C&G w ® . EXISTINGMANHOLE TO BE REMOVED 1 , I i -_ �I Q ! - 0 11 - -SIDEWALK- - - - - „ , - .� Nil, w a "All w_� _ �1,77 a ' r �,- SIDEWAL , T 40 7 a_ AND DISPOSED. ' _. 1 1 1 , I r o, `� w 6 _ c� `> ° As �. -- -- '- -s -,<,_ S-�,• , - - ` '_t 1111 t(�IA s- 1 E%IL:ElNG 27"/30' VCP SEWERTOBE _ . �.� ■ 1►� 6 l s - s - - ' ,> - s - 5 - 5 js S (. { I < ._ _ _ _o -0 2 w � 5 ' - � �_ � � FD WITH CEMENT SLURRY AND 4 �i / 0. - _ __2 _. - '� - - - - _...._. ,e,t" w 0_ -- ._.Ii-w . w_ = - - -- _w t_ j f,; _- -�4 � 6 DONEO AFTER NEW SEWER LINE I I I I _ - ® , 0 _ . w �s _ -IPA- - I 1 +� r _ - - •sir w i■w�.,_ ■■�- -- 'P - I ir _ ._,=_;____- -_ ._ _ ,t--..- ----- -_----- =- - -- -_ - 4--, u= %' _ ��' .�. 1- --TACTIVE. IIIII I7billibiNg oh _ -- f `1 _ PROP. 18 SD 0.....°m1.-4.-'-----' _ - lain i --L{ohh---1- 1 - I £ P130P4SED C&G y -= - ��f - STA31+63.11 ( I INSTALL BEDDING & BACKFILL PER _ /% •EE TAIL MH-7MRIIIIIIIIINIIIMIMNIIIIYINM- MU -;-- ���- \ - f =� • :0 RIGHT uRi AB 1-��� E 5p MH � I / TRENCH REPAIR DETAIL SHEET 2 - I I Id CONSTRUCT 27" "NO DIG" VCP WITHIN 48" O I I � o I �, �� .6�t 93I� .-._-_- _.. -- -1-- . .w.�...---------` - � ; ___...__.-._.-,�__ �� �'�-- - - , �, /tR///1■ I ci� Q I I 0 o �W/E}G. t ( ' __� ._ _ "_ -_ _ - __.� .::_ ,.- _ _- ,', PROPOSED -- r ______ _--.-_ maser. T -_ �- I Ij g STEEL CASING PER DETAILS SHEET 3. -I- I11 I I it L ,_�._._ - - i" _ PROPOSD - - � �0/ERHEA� OWER -�__._._-_.. ..-.._ ._ ------�-- _.._. �;• . _.._.-. .___ '- �r' I O I 1 7R sF.--S+GNAL--PB _ -, -0vEftHE"A• --i� . . SIDE�IVAL PP-"76i�ooS a 1 7.----- lm'ail �: W/ST LT e 1 IN & TELEP 01EI i I ! I I cE) 8' vCP ,` o£ 1 =- - SIDEWA o I14CONSTRUCT SEWER TERMINAL CLEANOUT I I I I I I 11 1 I SEWER o '� -------- __. -"------. 4K.. (E) 2GAS 1 , A T ANSI _.-..---- ILC--•&~:-- ---5_,."- _ w/LT & UG ___� PP �261361S PROPOSED I 1 'd' 1 rn I � i'a MATER _,,„,/,..._-----------__:-.-� - - 26 �\� I 1 I 1 I PER CITY OF FONTANA STD. PLAN 2004. Q E) 31' IR W TE• I I I I I WAG _ - --_ -_ _ ___-- ; �� AL RA S I I I ( Z ..:,,,,7„. ._.....„..,...,__„,___ �±,--,________„,,__________ .______ ______ _. ".,. ���.c}�..._.- __ ------ .� _ OVERHEAD POWER C&G co 1101.10 I.E. I • I Q© - ...... , 2 L`Y_ �,- O OiF & TELEPHONE EXIST. 27" CP ANCHOR CE) Box CULVERT I „ sD PIS II15 TANKVANDXFILL VOIDDWITHOUO� SEPTIC W 1I I III - ,� `_--- -_- _ v I -• _ .• PER DWG #2.42 O HEADWALL1)4 ) ,I I - COMPACTED ENGINEERED FILL. D 0') CASW -"'-' - -► W~ _ __- -- 'tj� ��� ■•' �� I 1 W/TRANS & ST LT PROP 54" S.D. FL=1112.60 F = 111 '.S9) 1 I ;II N 34.6 06 - / - rt - 1 ` PP 261359 , HOL I a' /� 4 t O CONSTRUCT 4" VCP HOUSE SERVICE rn = ---------_ 17-7- 1 _,-,r ' _ IJ I cp PROPOSED ROW (E) SEWER MAN OLE 1.5' x 2' ( I 16 W _ � � _ � I. RIM= (1104.64) I RIM=(1109.66) w/TRANS & uG �/l�� LATERAL PER CITY OF FONTANA STD. O I -J.--1---1 1 I �I { ` EX. BOX CULVERT „ 1 Ii Z EE D�TAILI H-5 ��. INV=(1094.29) -FUER FIELD SURVEY I I I INV=(1097.12) -P•R FIELD SURVEY r i I -� PLAN 2005. FINAL LOCATION OF THE rn (1 s I I I I I I • , El 0 IN NORTH I I NEW IRRIGATION (E) 30" OR 27" •IPE N&S F 1 (E) I mC' SEW R E • O a- J W ABOVE I s I 12 X I FL SOUTHI I I 11 up INV-(1098.45) I I I I SEWER LATERAL WILL BE DETERMINED o rn I (� © I I I I I 1 I RECEIVING ' I I N 60.0 8" STUB WEST IIII I ' IN THE FIELD BY THE CITY INSPECTOR. CV v m W £ ( (E) Ew R MA HOLE I po , o I m 12 WIDE ACCESS ROAD ' IEXIST. 1 00 a WIIII I I II� �, 1 PIT STA 26+35.91 ( H-6 = I (E) SEWER MANHOLE I (� A� RI I' N " = Cl) 0 IPROP1 1I I RIM (1101.92) I - I PER STREET PLANS 1 a ROW I 1r` tl II STA 69+61 86 I I I H v ` I RIM=(1115.63) l I I � 17 CONSTRUCT 4" SDR-35 PVC PIPE FROM �, A TR N 1 INV-(10$5. 7) -PER FIELD ( I I to m .Q q LI I I FL IN 1 ASI{ I SURVEY INSTALL CHAIN LINK 1 CYPRESS AVE. I I I APN 251 -321 -01 O I INv=c1lo4.on 1 r' <- ENC�tOAC MET ( FL u w s I I I L° ENCE AND GATE I I I I I I END OF HOUSE CLEANOUT TO EXISTING o •• W (E) 27' PIPE (E&W) �+ M 180.44 RT II 1 EXIST. ROPERTY LINE I I i ! irr,it.COUPrililiNFIS;IkIIINI)liF7S:isCilillaBL E. ONNECT ^ ^ STAINLESSSTEELP 620535, PROPOSED ROW I I "'� I I0 I I I P I I = I NIONS WITH NO-HUBL I I I f I II I I I I II II LL 2 I I AI K 1431' L F. STI GIASING PIP I ' �� CURVE DATA >•1 i I ! t - - - 1 I , II1 Lo 0 • 7 MO • SE DETAIL�SHE'ET 3 I ,I In w c-i I I I N0. R T L I I - o I I I I I 1 I I I I I 0.� • .> I I I Q 608.00' 26°31'59" 143.35' 281 .56' ' 1 ~ I- T cc, 11 I 1 L11 i TQ qj I-110 I I I I I A HINC q'.1 ---_-co _ I I �" I c:) 4"I wAIr �._. ._._ J J A s - I I F,EEWAX i I I VARIESI IVE RAW i N vcni' 1 1 _ _ 1CL CL °' C14LTRAWSI Raw I 1 I I y - cU co o- 1 _ 1 _ BENCH MARK: Ess, Prepared Under The Supervision of . CITY OF FONTANA, CALIFORNIA w w v ,.n 1 1 I 1 1 I• . 1 I ' ,' < <q. I • I vWARD S F- o , I ► I ► d I I 1- 1- o !- SEE SHEET 4. � rF PUBLIC WORKS DEPARTMENT o a� cnv>v� h� �." 2 �� ^ ^ c 25068 H IRVINE,CA 9612 KT 0 11 II 50 0 50 100 150 1 % N0. 2201 DUPONT DRIVE,SUITE 200 DRAWN BY: CYP R ESS AVENUE S EWE R x"-_50' 0 0 LI s - Tel.949 2639322 Fax:(949)283-1225 � I - ®, ���„� 12-31-09) w ( ) DESIGNED BY: PLAN AND PROFILE DATE > o - - g -__- -_ NOTE: KT/RS FROM 1-10 FREEWAY TO 400' SOUTH OF VALLEY BLVD. -02-200 w z u_ ALL SEWER LATERALS AND UTILITIES, SHOWN OR NOT SHOWN, 9rF ctvtt' /)i�i'`^� �. . • Date:12/07/2007 CHECKED BY: APP OyED BY: DRAWING NO.: 5 = cc 0 SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE MENTIONED. & AS-BUILT 9-2-09 RS Fli is�ni/? q4- CAL Rs y: ��-�-✓� DATE: 12��n/n7 ,_ O Cr) 1 SCALE: 1 50 HORIZ. REV. REVISION DESCRIPTION DATE ENGR. air DATE ROBERT STEAFFENS - R.C.E. 25068 Fc CF' mENOINEER - R.C.E. 51152 4376 5 J 0 CI SC LE