Loading...
HomeMy WebLinkAbout2926-50 cT_ - - ' ^T i _ - • t . _ . .. . . .. - t.H----- - - - ---- . --- -k. - - _ . -0'.7.1'...:-- , CI - + _ • r- . t _-_--- . - .. 4 _ .......... - - ..... *- - _ - _ - , - - _ , - - - , 4- - --- . _ ftP 9 7:.1:::- ' - - . - -- - - 0- -..... ._ .. - - -. 401a -VC- - .:- - - . __ . . - - ....T. - _ LffV) - ,:‘ '4,- .Cs1.7::. ..., . ......- - - 01-:- T7-•,_ _ ....,. ... . . ... -''-' - .-.. - .. - , - ..- - . .. - - .4. dal '3=3 . • 1 - .. . - _ - - _ ........ Q.: . . .. . tz ---7-7----4.:y- : EMI - - 7-72-17- , _4 ..EXISTJ , LLFT - ire ' .4 - r_j• 2 4 , - i IIIII di , - - .. _ - . Ca .... - - - ..- - ._t7_ - ay Zif:::.0.7.- .--r.)- ,_ _ _ ...„. -----... .._ - - _ ,..„. _. 18 la . .. :..311. _ ,,,,,,,,,, 7..;;;;PW _. . ,,, _ ,,,,, . . . . --..m--.. .... _ A . -1-_-.r. a .7CraV7•--: : ... Ir - _ . - -1 - W.:- a :-ort-:-----,. - ,,,,, .. . ..... . ... EU _ -. ... -4 _ - - .. ..... -- .. _ }-1" ... ... 01: --.. ....... .. . r.7.- ,._ .. ... _ . , ..------::: . . -... -- e' -• . - .. _. - • .. _ • . . .. _:-1:3:- _. ia :ci di 4' 41 .oa' .T LE WAY".---CLREi .. i_col.::,-.4.-. - _ . ...per _ --- . _ - _ ... . • -- --- . . . _ - .""' ZS' .- - - ..... = _ .' - -7-÷,•:= _ ,..,:p -w4.40-4 ' „., '' 7-0 aio - . ...... - - .. . _ _ ...... ___ ___. _ ..... _ - . - ..._._ . , _ i , _ • _ _ ___ „ ....... _. - - '---. - _ ..... - _ ..... .„_ ---- -- di 4 ._ ,•-• . ._ _ - e ........ ..: , . . _ _ - kiTURE- - :: .- . -T.- 1 6 " :-CF.:-- . . _ ..... _ - -- ... _ , .L . -0- ;' ' -. .. . • -:0:. :LC:, ._,..... :' - _ - _ ... .. . . .... . .. - .. _.........gams , .... . - ... - _ . ... ....... ... . 1 ... . ..... _ .. .... - _ +i _ETELI .... _ ... , . - -.. 0.. a@ It' - st- i._ _ P - a. : .. 1.. - - _ .. . Li.: --- 3...0 . .,-,..,-:-:...!--.. •-.: 4 - :1 a •-' ET_ . w:: 5S;5 .T5iiiiinklarMNEW -.- a ill E ........_. _,..„....,..„_..,..„,_ I- _ ..... _ .... 1-.7 ... - - . ___ _..... „...... .... _ _ _ ... _ _ .... ..... 0._ ....... .. .. .. :.-.. €1 450- - ___ .. _ .... _ .... _ . _ _ 7-ro:-. --.0 1:11. .... - - _ ....... ... . „... _ - .-----1--,- ..t. --- _ ... _ MEE L. ltifte III ..r!-- .L. _ co: ---4--0)--- - _. - .,. _-.7: ... _--- ... a. „.. . ,,,,,,,,, • 1- .. _ .. .. - le ... _..._ 'IX - ' - - - A A. .74-- . I. -- . . : .-1-•.:;-•.-: a .... .... -- _ -.v. .. _ © 201- - CO...7 ... ..:H, -..•,,c,-14'-' __ -• I L-0-. - _ ... _ .......... .. ... ..._ •lez' . - - . - _. _ ......._ - .. _ - _ ..... _ .. _ _ _ ___ • de .' - . PRO:POS ... - ,,,, . 0 .---- . ---*-- .-, 0 4iiii J I . i . Ce- ' " . 01. r_q. ,... . e e SURFA, MC III III .. All. .410 -,, •'.i.' - • _ • :-C:1:::::.._. _ 4° DOI • a +27:14X i..An., • . -- ...,_ it. A I 9 Oa::: - ... midlitigath. . 2 . _ -.::-....- - . - .- .. - - __ _ .., ....-• .._- .-.. _ -' .: - tel 0--, - - .1 4- ---- • -7:07 _ - . _ - -- I .. _ .tiL;-:.7•. .• • _......... ---in-- 1 _ _... ... ....- 1 '‘-'''- _ _ . _ .. ...._ _ ..... - . --- ',A - _ _ ,,,, _ - - R POSED•7 -- Ilt... ti. ,,,,, " s :m - -5. E Ili _ ...1 _ .... _. __ , L ----.:.1:-- - _ ._ ._. ,,,, . - PROFILE, .. _ HORIZ: 1"= 0 VERT: 1"= 4' ,,,, .. ,,,,,, . - _ _. _ .. _ - .... .... 4 , _ - . _ T - -r: 41 42 43 44 45 II < 0 c, b., .,: u) 0 46 47 48 49 00 c -N cr) 50 51 II , < 0 c, z . zt- 6 (7) I- 40 52 _............_itr,,......___ 0 20 GRAPHIC 40 53 SCALE 80 160 A.PN 22E3-021-2BZ = Y < -I d u-) z hi 94 46. 12 ... ml -1-1 t$ cd • ,2 w m • < fx C. „-- -- - _, 0,0 (n • (r) , --N (-S. -- .-- --- _ ._ • ' t r /PROPOSED FLOWLI- _ ..-- ( SEE DWG. NP. 2927 1 -- • 0 a , ---fiL _ _ Li 6 ---- --PROPOSED 8" -SEWER STE - - -) _ -.. C. --- ---" -- - i'?) ej o o. N: 0 - - _ r, -- 0 `.. ./._ _ _ ,[ ‹... .3._ c\t0 6 __. _PW.P,.._ NO,.'' -2927 -_--,--- FUTURE:---GURB Sc GUTTER - - _ __ ________ _ -- - _ - --,...- ----"-- ----- -- ..----___- -- W ...--- ---' -- --- r , r- --- --- ----- - - • ___ ---_------- ,--; - _ - --- Z - ----' - '''" '\ 1 --- - • , - • • __.-- -- --.. -•,..- _-:-_-: _ . ,--- • • .-,, • . ", - ----- , --- --- --- - 2 41 ,-. - - - , „..-- - ---- -- ---__ 1(2 42 23 :90 4 t4 • N., - r- .\--- C.- . 50 8 co nommonsing lam 0 _ - 1 11111/111 -""orilallil b7. iiiiII -F 41, ) 71 MN IIM - IIII o.- ___ , „ aM111. ) 0 ,_ / ,.., , _ ---- ''''' i ,..- _- ..-. / I ( ---- ----- -t CR ..-- PO 10+518-1 Mk" _ (10±... . 9 6CR ..---- i i ------ ------..., Lr) to 1397 27 TC • 1397.27 - 'DRAIN \ \ \-- \ ..---,.. +-- _ --, .- 3c-- I 7 r-• pRoPOSED STORM r•-.°° I 0 z rx 0 0 0 --,1 i „3- 1 i >- ,,- . ‘ \ \ \ 1 / 0 410 C7). - I- I , NI/ I 1 I I , 0:25 10) 1- 0 o -- / p 0 107)1_, FUTURE STORM DRAIN 4 r4) -co • -- ----- D 0 1- PROPOSED STORM DRAIN PROPOSED WATER LINE N SEE DWG. NO. 2928 + (a ELKHORN a) DRIVE N + odd a) + > cNi NFC3 Fa o 4 cNi 0 :71,-- r:2 SEE DWG. NO. 2933 L° rn in --' - - A SEE TRACT /104t. +<< 0 o 0 1-• 1--- • SEE TRACT 16046 ,A, CONSTRUCTION NOTES FOR IMPRoVEMENTS .4- .--- ,:t 0 rs--- FOR IMPRoVEMSAITO mrxrzz-:1- II ,4- i_ 0 - PRESTON DRIVE + « to Et TRACT 16078 00 cK .,--t: TRACT 16046 0 41) INSTALL TEMPORARY 9500 HPSV STREET LIGHT ON WOOD POLE PER CITY STD. DWG. NO. 1016 ID 0 CONSTRUCT 4.5" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE CURVE DATA ( See general notes 31&32) RECORD DOCUMENT 0 R AL T 0 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 1 30.00' 89°47'14" 47.01' 29.89' 0 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, W=5.5' These Record Documents have been prepared based information ded L. 30.00 ' 9 ' 0 12'46" 47.24 ' 30.11' 0 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 1006 on proviby others. Th Design Professional has not verified the accuracy 0 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 and/or completeness of this information and shall be for SAN SEVAINE ROAD CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118 not responsible any errors or omissions which may be incorporated herein as a result ID CONSTRUCT CATCH BASIN PER APWA STD. DWG. NO. 300-2, AS SHOWN ON SHEET 6 2(1 t Oil/ 4.1 *Z./ • c, fli 41) CONSTRUCT LOCAL DEPRESSION PER APWA STD. DWG. NO. 313-1, CASE A, AS SHOWN ON SHEET 6 .49 DATE ID INSTALL 9500 LUMEN HPSV STREET LIGHT PER CITY STD. DWG. NO. 1016 REVISIONS Prepared By: PLANS PREPARED FOR Engineer City No. Approval Date: Approva Date: BENCHMARK '?S°E ESS/ CITY OF FONTANA CALIFORNIA v ALLARD ENGINEERING 0 J. Stratham Homes CALTRANS BENCHMARK \AO STREET IMPROVEMENT PLANS Underground Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NO. 8-17 0 \\ NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Attn: Nick Kahlon BRASS CAP IN CONCRETE S.C.E. TOWER LEG. Civil Engineering Land Surveying Land Planning ac-... -k. 'sr' 13 0 Drawn By: Scale:. oRe -.' gill Cat TOLL FF1EE APPROVAL SHOWN HEREON AND CARRIED FORTH IN A 2201 Dupont Drive 343' N/O HIGHLAND AVE., 0.2 MI. W/O SAN 8253 Sierra Avenue 0 *'. No. 36052 - z DBW SAN SEVAINE ROAD 0 DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE SEVAINE RD., IN SOUTH CONCRETE BASE OF California 92335 m 1 = 40' 1-800 REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS Suite 300 S.C.E. TOWER 19.5; 2.65 MI. W ALONG (909) 356_Fio9nit5ana, Fax (909) 356-1795 cc Exp. 6/30/2004 -, Designed By: (FROM 1000' NO. OF WALNUT AVE. TO Date: ‘‘m IN EFFECT. Irvine, Ca. 92612 HIGHLAND AVE. FROM SIERRA AVE. Nt-rh agea4 d DBW 1870' NO. OF WALNUT AVE.) SEPTEMBER, 2001 227-2600 • c/v1 IMIrMINIMI -Rol4-4:A.1. (949) 833-1554 A RecoRo DRAW/A/6 /0 3 5 WWII I Y AIL: and J. Allar R.C.E. 36052 Date (9-. '(expires OF Checked By. . • 1-,..94.4)......-) 409 6 4. Dwg. No. 5 TWO WORKING DAYS BEFORE YOU DIG 9140 ELEVATION: 1428.6090 6/30/2004) CAO oll' RD 1261 Approve d 2926 Fom CITY ENGINEER R.C.E. 51152 Filename: M:\DWG\12903\SAN-SEVAINE\STREETS\SANSEV-SHT5.dwg