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Home My WebLink About3001-5c O LciW a� L V) 1-1 Lo t� V' c �3 L En 0 c 0 c 0 4- 00 0 M_ c U a c q c 0 L N U 0 n M 0 0 N m 0 0 f S , f < i 4 E f is s E , , i i n v.. PROFILE SCALE r. .r b ;:STA. I0+00-Oi s €. .-:xn ::n, : xn, w. .,:x:. vxn,•;;n,-.xxrxnw.»w«,s.,w rrc.::. :::��- ,Qr..,,,-x,::',.,n ."r«. ,r..w f• .,.,, M1 .,w» x.n r.w: ..w .wn .�0 s E s m./.,vvxnv� �nnvrw:n}vw„vnvv.,,vrm-.,,,:iv:.vnwxi.:v:.vn:,vv.�: n,•.,,vn,v:.v., E Ei j t s : G s i E 4 ,.:.x.;.rvn»•.,-.v:,.wxvxn',.»-rn.vxx�.rx..».:.-...nvx.,:,�.wn»•.w.•;:xnv..:.w�.nw: x.n-f •x.w.»:»�vna»vnv: �:xxwn»�„wx:nvr':.w:.vw.. �»,v f: n,..x v.S» nnx:.�x rn.w »»n„t nn,.»✓:n vn,.. v.,.r•n<rn rrr. nm n.», � ..:irn`.v rvn,v£v.»»v. »vn. Y n z :a.n... +n t Ln ti N JUNIPER AVENUE C> 60f, z — } a 30% <<t EXIST. INLET. SEE PROPOSED '` ' EXIST. R/W DRAINAGE IMPROVEMENTS £: 8 DWG. 2997 SHEET NO. 22 !; ' ,. ..>,:y•.i,, �' 541 \� I. `k' -- --• '`. 5 , PROPOSED WIDENING• .. >.,•" J•' ., - f J ::t •.t ::.. SEE STREETIMPROV-EMEN:T PROTECT EXIST. .. •' A INLET .•IN PL CE t: �D•IIV�Go� -•0•e •2997•" ... PLANS» •N : : I .. ... ,_....`. , '� \n"•v.':»,>,:<1' uJn.:.,.«.,.xt_4w....... . .... ...G..i. .........-.'+..rJw.-....•,,....»»w-.•,�".x.....:"J. i,„c ;r. r,.;.r.n.Y•` ,:' M.,., : 2....«....„0..:,s.-........'+,, . .—,n.:,,«.xOv..«. «..O,.r.x...,.«.......O...,..;,Qwx.«..r;:_n.,.J»•....U..,�.,...N..,._..I...P...x. .E.n.r/R j ,....«.,r..».......x...x.V.E' .'r•�i_.r_..,. .,.:,,J:I. •iSHEET.0`-- n .......... __.._-.----. 1- -2_x_ ...., 0.`. ........ ................................•............ : 0 81+32.83 SOUTHHIGHL NDE./LLJ I 54 ;:"t35 � ..';l... r;••:i :.... ' r..nvi...sx...nvn».. ,,,..x vr..»vn:»n•••.u.... vwrrrxn. ".:u :. A . ` C {. P. cc ...... ............ _- .... ...... . ...... .. .... . ....... . .. ......... ... J , 0. ........... .......................... .. .. . .......... V)� 0, -Cc EXIST. CURB << k• =o- AND GUTTER EXIST-.---R/W ;o .------- '� r:o .� >. EXIST %r- 24" RCP STORM V)V o .: % cn ; DRAIN PLANS PREPARED: �- BY DMJM CITY DWG NO. 24814-. N SHEET 11, 24,25 OF 31 ' 'I z CL ` f • '�` • .• Vis.: SOUTH # o 0 m�r� p v + �j Q N > N 0o .5� z Ln EXIST R/W PROPOSED CURB AND GUTTER SEE STREET IMPROVEMENT PLANS DWG NO. 2997 _ EXIST. 18” WATER IN SHEET NO. 22 • 30....C.ON.C.RET E.«..C.A.SING: - - - :.:I ................ ...---------- - - .-._. -- - - STq EXIST. CABLE A.X 9J. rn E., ::..� S- - - - ------ 2 c 3 N89° 50-=••1--1 11E O .�.. �. �.« w.....,...."... .E X I S T o 10 nS E .....E R «'': PE.R:a-:.a-SEWER—PLANS DWG. NO. 3133 SHEET NO. 8 v a„wn ....................... .......... ...........• ,..-.�.. ....., ......... n,» ww.,vwxrn» v.va ...,,...,............. .... J :- rf............... ,.. .... EXIST. R/W rn EXIST. CURB Q AND GUTTER r a ' HIGHLAND AVENUE `G' 20 10 0 20 40 60 80 100 SCALE: 1u-40' TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 , CONSTRUCTION NOTES. 31. CONSTRUCT 24 -INCH RCP (D -LOAD PER PLAN) 35 CONSTRUCT CURB OPENING CATCH BASIN PER A. P.W. A. STD. PLAN N0. 300-2 36 REMOVE INTERFERING PORTION OF EXISTING P n_ n n12, n W n c-rn I n *K ' i K-1 (*\ 332 1 48 REMO -XI TI G INLET IO 57 8 R��K ///T O .�XlST /N C/1 e ll H451A/ 4S JLM9WIy 14AZO RECOi/sj. Ci-Cf/�54SIAI W4LL P5' 4-R W.A. S7,411110ASP29 �Y1 AA1 ,1vO- --909-/ 58 corns T.P 11C T l8 % 0 rn � adv CURVE DATA NO. A . F ' T Y E 2 34.59' S f S S t rs f S , f < i 4 E f is s E , , i i n v.. PROFILE SCALE r. .r b ;:STA. I0+00-Oi s €. .-:xn ::n, : xn, w. .,:x:. vxn,•;;n,-.xxrxnw.»w«,s.,w rrc.::. :::��- ,Qr..,,,-x,::',.,n ."r«. ,r..w f• .,.,, M1 .,w» x.n r.w: ..w .wn .�0 s E s m./.,vvxnv� �nnvrw:n}vw„vnvv.,,vrm-.,,,:iv:.vnwxi.:v:.vn:,vv.�: n,•.,,vn,v:.v., E Ei j t s : G s i E 4 ,.:.x.;.rvn»•.,-.v:,.wxvxn',.»-rn.vxx�.rx..».:.-...nvx.,:,�.wn»•.w.•;:xnv..:.w�.nw: x.n-f •x.w.»:»�vna»vnv: �:xxwn»�„wx:nvr':.w:.vw.. �»,v f: n,..x v.S» nnx:.�x rn.w »»n„t nn,.»✓:n vn,.. v.,.r•n<rn rrr. nm n.», � ..:irn`.v rvn,v£v.»»v. »vn. Y n z :a.n... +n t Ln ti N JUNIPER AVENUE C> 60f, z — } a 30% <<t EXIST. INLET. SEE PROPOSED '` ' EXIST. R/W DRAINAGE IMPROVEMENTS £: 8 DWG. 2997 SHEET NO. 22 !; ' ,. ..>,:y•.i,, �' 541 \� I. `k' -- --• '`. 5 , PROPOSED WIDENING• .. >.,•" J•' ., - f J ::t •.t ::.. SEE STREETIMPROV-EMEN:T PROTECT EXIST. .. •' A INLET .•IN PL CE t: �D•IIV�Go� -•0•e •2997•" ... PLANS» •N : : I .. ... ,_....`. , '� \n"•v.':»,>,:<1' uJn.:.,.«.,.xt_4w....... . .... ...G..i. .........-.'+..rJw.-....•,,....»»w-.•,�".x.....:"J. i,„c ;r. r,.;.r.n.Y•` ,:' M.,., : 2....«....„0..:,s.-........'+,, . .—,n.:,,«.xOv..«. «..O,.r.x...,.«.......O...,..;,Qwx.«..r;:_n.,.J»•....U..,�.,...N..,._..I...P...x. .E.n.r/R j ,....«.,r..».......x...x.V.E' .'r•�i_.r_..,. .,.:,,J:I. •iSHEET.0`-- n .......... __.._-.----. 1- -2_x_ ...., 0.`. ........ ................................•............ : 0 81+32.83 SOUTHHIGHL NDE./LLJ I 54 ;:"t35 � ..';l... r;••:i :.... ' r..nvi...sx...nvn».. ,,,..x vr..»vn:»n•••.u.... vwrrrxn. ".:u :. A . ` C {. P. cc ...... ............ _- .... ...... . ...... .. .... . ....... . .. ......... ... J , 0. ........... .......................... .. .. . .......... V)� 0, -Cc EXIST. CURB << k• =o- AND GUTTER EXIST-.---R/W ;o .------- '� r:o .� >. EXIST %r- 24" RCP STORM V)V o .: % cn ; DRAIN PLANS PREPARED: �- BY DMJM CITY DWG NO. 24814-. N SHEET 11, 24,25 OF 31 ' 'I z CL ` f • '�` • .• Vis.: SOUTH # o 0 m�r� p v + �j Q N > N 0o .5� z Ln EXIST R/W PROPOSED CURB AND GUTTER SEE STREET IMPROVEMENT PLANS DWG NO. 2997 _ EXIST. 18” WATER IN SHEET NO. 22 • 30....C.ON.C.RET E.«..C.A.SING: - - - :.:I ................ ...---------- - - .-._. -- - - STq EXIST. CABLE A.X 9J. rn E., ::..� S- - - - ------ 2 c 3 N89° 50-=••1--1 11E O .�.. �. �.« w.....,...."... .E X I S T o 10 nS E .....E R «'': PE.R:a-:.a-SEWER—PLANS DWG. NO. 3133 SHEET NO. 8 v a„wn ....................... .......... ...........• ,..-.�.. ....., ......... n,» ww.,vwxrn» v.va ...,,...,............. .... J :- rf............... ,.. .... EXIST. R/W rn EXIST. CURB Q AND GUTTER r a ' HIGHLAND AVENUE `G' 20 10 0 20 40 60 80 100 SCALE: 1u-40' TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 , CONSTRUCTION NOTES. 31. CONSTRUCT 24 -INCH RCP (D -LOAD PER PLAN) 35 CONSTRUCT CURB OPENING CATCH BASIN PER A. P.W. A. STD. PLAN N0. 300-2 36 REMOVE INTERFERING PORTION OF EXISTING P n_ n n12, n W n c-rn I n *K ' i K-1 (*\ 332 1 48 REMO -XI TI G INLET IO 57 8 R��K ///T O .�XlST /N C/1 e ll H451A/ 4S JLM9WIy 14AZO RECOi/sj. Ci-Cf/�54SIAI W4LL P5' 4-R W.A. S7,411110ASP29 �Y1 AA1 ,1vO- --909-/ 58 corns T.P 11C T l8 % 0 rn � adv CURVE DATA NO. A . R L T OA 88005"34n 22.50' 34.59' 2 1. 76' /i/DTE TO CONVE�P% Th'E ELE!/.�ITYONS ON7y/S PLAN .3 TU THE TL/M ONi�.P.EC/S.E B�q>/N ANO 1V/iVl�ANP0, -60 CROSS—REFERENCE NOTES: I. SEE SHEET 2 OF 7 FOR TRENCH DETAIL 2. LOCAL DEPRESSION TO BE CONSTRUCTED PER STREET IMPROVEMENT PLANS DWG. NO. 2997 SHEET NO. 10 3. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, BASIS OF BEARINGS AND BENCHMARK, SEE DWG. NO. 2997, SHEETS I THRU 3 4. TRENCH REPAIR SHALL BE PER CITY OF FONTANA STD. PLAN NO 131. SEE PROFILE FOR LIMITS 5. FOR A.P.W.A. AND CALTRANS STANDARD PLANS SEE DWG. NO. 2997 SHEETS 9 THRU 13 HYDRAULIC DATA REACH Q PIPE DIA n So Sf Vf (fps) Dc LINE "Cu 34. 7 24" 0. 0 13 0. 00408 . 0235 11.05 1.92 * ESTIMATED Q BASED ON CATCH BASIN CAPACITY REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 21L REVISED STORM DRAIN ALIGNMENT 9/5/03 gaCORD—jW4rWIAoig 9-Z� �.,�• 3 A00,60 S. D. P/PES TO �f'�A,P OICE,k: Cf�. q•3o•o �D. Y iPCP PROF�� VZTrAl- 'NoTE s 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 STANDARDS IN EFFECT. 3g•, k C/-1Tl�/ M 0 p. C�4TC�4545111 DE7141Z 3 Avoj'l0 9CAj__ ,5- J F reparad 37-, nLL ARD ENGINEERING CM Engineering - L3nd Surveying - Land Planning 8253 Sierra A��veneu�]e�i�tC FcnWnB, CaUbmia 92M Ell-Im Fex ( 1785 3v 9 r(313 POTHOLE VERIFICATION THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAY EXIST. OR THE LOCATION OF FACILITIES MAY DIFFER FROM THE LOCATIONS SHOWN ON THE PLANS. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, DETERMINE THE EXACT LOCATION OF ALL SUCH UNDERGROUND UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY ACTION THAT MAY DAMAGE SUCH FACILITES OR INTERFERE WITH THEIR CONTINUOUS OPERATIONS -UPON LEARNING OF THE EXISTENCE AND LOCATION OF ANY UNDERGROUND FACILITIES NOT SHOWN ACCURATELY ON THESE PLANS OR NOT PROPERLY MARKED BY THE UTILITY OWNER, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE ENGINEER BY TELEPHONE AND IN WRITING. PLANS PREPARED BY: O QROFESS/pN � c T 4 F '�U WILL—DAN NO. �o� 2 27042 Towne Centre Drive, Suite 270 DRAWN BY: c, 56185 m Foothill RAnch, CA 92610 � (949)470-8840 W I LLDAN EXP. I2-31-04 UNDER THE SUPERVISION OF: DESIGNED BY: WILLDAN 4 /'//L ENG Date Date : 4-14-03 CHECKED BY: rF � OF CALo� F KENNETH C. TAYLOR R.C.E. 56185 W I LLDAN CITY OF FONTANA STORM DRAIN IMPROVEMENTS JUNIPER AVENUE SCAB: -40 IST CTION WES, 0F S" HIGHLAND AVE" DATE: 04- 14-03 -APP VED BY. DRAWING NO.: 5 3 001 CITY ENGINEER R.C.E. 51152 DATE: 7