Loading...
HomeMy WebLinkAbout4001-5C4 E 5' PROPOSED SIDEWALK PROPOSED CURB & G 1506.89 FS \ RIW 7 1,%8.80 FS 4. Id 4 4 4- 116A 4 1506.60 TC I %W5.93 FL �A 1506.02 FL 0i 1507.41 FS -T 1507.32 FS U, 7 1507.31 TC \,/00-1 506.64 FL 1506.54 FL DMEWAY DETAIL 1, �2 STA 31+09.00 PER SHEET 2 NTS *THE LOCATION OF DWY WILL BE DECIDED 13Y FIELD ENGINEER 8 >- 1504.30 FL 1504.71 FL PROPOSED CURB & GUTTER-\.,. 1-3# 1504.89 TC 44 150*.22 FL 116 4 4 -A 4A '4A Id 1505. 10 FS 4 - 50 PROPOSED SIDEWALK 4 4 1505.21 FS \-R/W 1504.79 FL 1 W5.51 FS 1505.62 FS tot DRWWAY DETAIL STA 30+49.00 PER SHEET 2 NTS *THE LOCATION OF DWY WILL 13E DECIDED BY FIELD ENGINEER LRIW 4 4. 1504.17 FS 4 SIDEWALK 59 PROPOSED 4 4 116A I W3.99 TC Id .4 1503.332 N�N [oil] V ;ff,_l]U 40] I 1503.39 FL C4 a +10 2 2i ,:elm �14U ollor a 1504.50 FS _,-1 4.46 TC Wj 79 FL 1503.72 FL MVEWAY DETAL K-2� SrA 30+0250 PER SHEET 2 NTS *THE LOCATION OF DWY WILL 13E DECIDED 13Y FIELD ENGINEER AF CONCRETE 4' CN -,001� V - OUTSIDE POST 4' MIN. 4X4 CEDAR POST OR EXISTING hWLBOX POST 16" MIN. EMBEDMENT GRAVEL POCKET M& WX RELOCAMN �-W-rWAL SECWN NTS :2 >- 8 >- r�z gt CD +9 A 4 aw- 2� 2g 1502.43 FL �Jid 1502.76 FL PROPOSED 1499.04 FL 1499.44 FL 3 1 CURO & GUTTER-\,,._ t�j I 1 7 V-1 71 7 1503.04 TC 4 1,%2.37 FL 4 16 .4 .4 4 44 4 4A 4 5* PROPOSE0<1R502.56 F:S�7 SIDEWALK A 1502.67 FS \-R/W IM3.49 TC 1502.82 FL C4 1503.56 FS to t 1503.67 FS Ui DR&WAY DUAL STA 29+67.80 PER SHEET 2 NTS *THE LOCATION OF DWY WILL BE DECIDED BY FIELD ENGINEER 5' PROPOSED SIDEWALK 1499.28 FS,/ fif vw 15M. 18 Tc -7 1499.51 FL '5W.24 FS Ln lot 15W.35 FS cl� r5---� DRNWAY DETAIL k.. �2 STA 28+10.00 PER SHEET 2 NTS *THE LOCATION OF DWY WILL 13E DECIDED BY FIELD ENGINEER P RECORD DRAWING REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOUM COfffrflUC`nON OF REOUM OWE& B&CHAMW Prepared By: f Ess CffY OF MNTANA, CALIFORNIA lMPlROVBeff$ NOT COMMENCE WffM PREPARED FOR: CITY OF FONTANA OM -361 ALLARD ENGINEERING Z)6 wf R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER 1% CAPffAL IMPROVEMENT PFOJECT M MM OF nE DATE OF AffWVAL OF 13ASEUNE AVENUE AND SULTANA AVENUE Civil Engineering - Land Sunraying - Land Planning Cirf OF FWAM ELEVATION: 1365.01, SINCE DESTROYED DRAWN BY.- SCALE: /VVVVVVVVVVVVVwVVwM SW%W HEREON AM CARED F<M IN A 8253 Sierra Avenue lz u i REff WIDENING PLAN 8353 SIERRA AVENUE M AE AS NOTED DL)Mff A&HER TW C" ENWER MAY Fontana, California 9=5 No. 43976 m DIAL TWO WORKING FONTANA, CA 92335 Exp. 6/30/07 DESIGNED BY: OLEAMER AVEME DATE: BEFORE WE BEWHMAW 1815 Fax -1795 ML fEOUIRE REYOM TO THE PLANS TO (909) 350-7610 11 PWI AY DETALS NOVEMBER, 2 5 YOU DIG SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2" I.P. 1 4 BFW THEM! WTO CONFOFMANCE WrTH FAX (909) 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF % c/ V I x- CHECKED BY.- DRAWING NO.: TOLL FREE 1-800-227-2600 CONDffXM AND STAMAFVS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE David S. Hammer, H.C.E. 43976 lia 0 OP CAL MI DATE: 0& A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT J EMATM (expireg grsofm) ENGINEER R.C.E'51152 4M Plename. MAdwg\14908VINAL OESIGN\CYPRESS-OLFANOM\ST05-DWY-DETAJLS.dwg