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HomeMy WebLinkAbout4868-2J 0 a_ EXISTING STREET FUTURE BY 0 CITY DWG NO. NOTE: IF IMPROVEMENTS - HONDA EXIST, COI JOIN TO SATISFAC ENGINEER RATHER RELOCATE BARRICi TRANSITION CROWN LINE 1524.5 t 1,2E.al.�c� Looe o�r��ro,Ps AUTO CENTER DRIVE EXISTING — CALTRANS R/W if3l Fqu'A*b BASIS OF BEAP&M BEARINGS ARE -BASED ON THE CENTERLINE OF SIERRA AVENUE AS -SHOWN ON TRACT 16572, MAP BOOK 304, PAGES 38-44, BEING : N00'01'08"W 0 ASPH. - J C-0LU y �� CD N0.36052 Exp. 6-30-20 �19TF4F C A0F���\? q_k1`7,f CS .QA y/i10�1/D �/. ,gLGAl�O �Ar� r-AI3111VV UAL I ►V`IIV3 rum STREET LIGHT REMOVAL. DETAIL 'A' -NOTE: I%W FOR TM DUAL CONSTRUCTION NOTES EXISTING CALTRANS GATE (D -CONSTRUCT 4.5" A.C. PAVEMENT (MIN) OVER 12" OF 957 COMPACTED NATIVE (D—SAWCUT EXISTING -A.C. PAVEMENT TO -'CLEAN - STRAIGHT- LINE (1' MIN.) 3Q—CONSTRUCT 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1000.- 00 .4a—CONSTRUCT O—CONSTRUCT 4" PCC . SIDEWALK PER CITY STD. DWG. NO. 10%, WIDTH = 5' -a—CONSTRUCT -4" PCC SIDEWALK PER- CITY STD. DWG. NO. 1006, WIDTH PER -PLAN �—CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. DWG. NO. 1002 0—CONSTRUCT ACCESS RAMP PER APWA APWA 111-3 CASE 'D' TYPE 2 _ 8)—SLURRY . ; . FILL EXISTING WATERLINES WITHIN ROAD R/W TO THE SATISFACTION OF THE CITY ENGINEER —GRIND AND OVERLAY PER DETAIL -ON SHEET 4 @—INSTALL STREET LIGHT -9,500- LUMEN -PER -CITY -STD DWG NO. 404 ( 8Y arHeRs @)—CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. DWG. NO. 3001 < = 60- 0'i @—CONSTRUCT 2 CONSTRUCT 3" A.C. -PAVEMENT (MIN) OVER 12" MIN OF 959 COMPACTED NATIVE FOR GATE ACCESS ROAD ZL 13 TREAT WITH - D 35.00' 5702'59" REMOVAL NOTES o- MISCELLANEOUS REMOVAL 21 PROTECT IN PLACE CURVE TABLE GRAM SCALE 40 0 -20 .40 80 160 RADIUS - DELTA LENGTH - -TANGENT A 878.00' 11058'41" 183.55' 92.11' -13 822.00' 15'04108" 216.19' 108.72' C 850.00' 15'19'40" -227.39' 114.38' - D 35.00' 5702'59" -34.85' 19.02' E 35:00' 56007'44" 34.29' 18.66' MEW iim- 40m REV. REVISION DESCRIPTION DATE ENCR.1 CITY DATE ORKNOL MARK Prepared By: CffY OF FOAffANA, CALIFORNIA Q O SHOULD CONSTRUCTION .OF I QU�� CITY- OF FONTANA BM -361 R.R. SPIKE - IN PP N0. - RpF ESS PREPARED FOR: ALLA�.D ENGINEE�.IN� Q °vy LAPRO NOT WRF/V 1536697E AT THE SW CORNER OF BASELINE AVENUEEEI �o oNo J. q� q I AtffO- CENTER DRIVE TWO YEARS OF THE DATE OF APPROVAL (ff OF FWANA AND SULTANA AVENUE. ELEVATION: 1365.01, SINCE Civil Engineering - Land Surveying - Land Planning �� �� <y - SHOWN HON AA®- CAS FORTH N A 8253 Sierra Avenue � v Z BKA S NOTED 8353 SIERRA AVENUE DESTROYED � �" �' DRAWN SCALE. A DIAL TW❑ W❑RK I NG RE C�T'Y MAY FONTANA, CA 92335 $ MARK W ►� DESIGNED BY:STREET IMPROVEMENT PLAN DATE: Fontana, California 92335 No. 36052 m BEFORE -DAYS-BEFORE FECKM REVISM TO TW- PLANS TO (909) 350=7610 SW CORNER, - SEC. 31, T.1, N. - R.5W., S.BM.-2" I.P. (909) 356-1815 Fax (909) 356-1795 a Exp. - 6/30/12 BKA SEPTEMBER 2010 YOU DIG YOU DIG BRW TMW NTO CON-ORMANCE WITH FAX 909 350-6618 WITH BRASS CAP, ( ) C.S.M.CSM AT THE INTERSECTION OF ' ZZ•� - [v ��r c I v 1\1 �` CHECKED BY: A VED DRAWING NO.: TOLL FREE 1-800-227-2600 AND STANDARDS INEFFECT BASELINE AVENUE AND CITRUS AVENUE. Aa and J. d A.C.E. 3b052 Date F °F OA`�F°� RJA �o ATE. -10 - 2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT .�1��9jw/��.5' ��l�l� 2J�9 �� A EVATM (expires 6/30/2012) CITY ENGIN R. C. E. 51152 4868 5 Filename: 1:\14929 Loop Road\DWG's\Final Design\Street Plans\Sheet 2.dwg