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HomeMy WebLinkAbout3348-7NOTE: MOVE EXISTING SIGNS AND FLAG POLE TO LOCATIONS SHOWN BELOW. RECONSTRUCT ELECTRICAL TO CONNECT TO NEW SIGN LOCATIONS. SIGN AND FLAG POLE FOOTINGS ARE TO BE OF EQUAL SIZE OR GREATER. DIRECTORY SIGN RELOCATION I MONUMENT SIGN _ _ _.-RELOCATION __.._ _. _•_, - nom._.. - THANK YOU SIGN RELOCATION — 0 w . w of = ./ '��� �_` ` ` .I f P I j ., ( r ♦ 'r a �r r r r G !',� V [�` 1 fQ:. � � �/ �/ •_` O � I I r` a r FLAGPOLEOD I I RELOCATION SIERRA PLANTER r a r'r , r I co 1 i! i• ( Ir I i i 2 00 OD I; co n ALE: 1"=10' I 20 i I co '• NOTE: co 'HIC SCALE REMOVE ALL APPROPRIATE EXISTING I _I STRIPING BY WET SANDBLASTING. 5 10 20 I \ I WITAIT"T'" �� � EXISTING CONDUIT 1 an DRIVEWAY - SIDEWALK 1.5' 3.0' 4.0'- S=1.7% _ S=4.0%-4.9% I PR. R/W 7.5' S=3.7%--6.2% vAR F_S S=2.0% RELOCATE EXISTING TRASH COMPACTOR TO NEW LOCATION. CONTRACTOR SHALL - INSTALL NECESSARY PULLBOXES, CONDUIT, AND CONDUCTORS TO MAINTAIN ELECTRICAL SYSTEM. SECTION A SCALE: 1"=2' - CONSTRUCTION NOTES: U3 CONSTRUCT COMMERCIAL DRIVEWAY ENTRANCE PER STANDARD DETAIL 102-C. O CONSTRUCT 5' SIDEWALK PER CITY OF FONTANA STANDARD DETAIL NO. 1001. 11 CONSTRUCT 0.33' OF ASPHALT PAVEMENT OVER 0.5' OF CLASS 2 AGGREGATE BASE. 12 SAWCUT EXISTING PAVEMENT. 20 CONSTRUCT 6" CURB PER CITY OF FONTANA STANDARD DETAIL NO. 1003. 21 CONSTRUCT 6" CURB AND GUTTER PER CITY OF FONTANA STANDARD DETAIL NO. 1003. 24 SAWCUT AND CONSTRUCT TILED SIDEWALK IN KIND. 25 CONSTRUCT HANDRAIL PER APWA STANDARD DETAIL NO. 606-1. 26 CONSTRUCT TRASH ENCLOSURE PER CITY OF FONTANA BUILDING AND SAFETY/ PLANNING DIVISION STANDARD PLAN, DIMENSIONS AND SLAB MODIFIED AS SHOWN HEREON. SIGNING AND STRIPING CONSTRUCTION NOTES: 08 CONSTRUCT 4" SOLID WHITE STRIPE PER CALTRANS STANDARD PLAN A208, DETAIL 27B. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT vORE ro CODE REQUIRES A DIG ALERT IDENTIFICATION Q UoNUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 a t• REVISED As sHowrt TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION 1KE J08 #: 101-03 3 2603 s,) DATE I ENGR. I CITY I DATE f r CONDUITS j C PING LANDSCAPING - I i \ t CONNECT TO EXISTING IRRIGATION \ IRRIGATION SYSTEM EXISTING 15' ACCESS EASEMENT *� Jct'i Y -SIDEWALK 3.0' 4.0' USE EXISTING CONDUIT AT NEW LOCATION TO SUPPLY POWER (2 NO. 10 AND 2 NO. -. .12 CONDUCTORS) FOR TRASH COMPACTOR AND IRRIGATION CONTROL TIMER. EXISTING J. BOX S=2.0% S=1.9/o 5=4.0% 5.0% o . a > / / 20.0 .... ., ;', .. •< /\ r REINSTALL TRASH COMPACTOR. PULL 2 NO. 10 CONDUCTORS OR MATCH EXISTING THROUGH EXISTING CONDUIT. 20 � 26 © INSTALL 2 STATION IRRIGATION TIMER WITH EMOVE EXISTING STRIPING 2 ELECTRONIC CONTROL VALVES AND NECESSARY SECTION Y WET SANDBLASTIyG. PIPING FOR ALL HEADS AND CONNECTIONS. SCALE: 1"=2" SLAB SHALL BE 6" PCC WITH #3 BARS AT 18" OC. - - NOTE: DETAIL 2 ALL WORK SHALL COMPLY WITH CITY OF FONTANA BUILDING AND SAFETY REQUIREMENTS. CONTRACTOR IS TO NOTIFY AND COORDINATE ALL CONSTRUCTION ACTIVITIES WITH BUSINESS OWNER. EXISTING SEWER EASEMENT SCALE: 1 "=20' (IN FEET) 1 INCH = 20 FEET ESSi > P. T TKE ENGINEERING, INC. 4446 CENTRAL AVENUE RADIUS' Pym RIVERSIDE, CA 92506 '' STREET IMPROVEMENTS 5746'09" (909) 680-0440 15.12' 226 2 SIERRA AVENUE ExNp.6 3t} -a5 C,v% � ERING FAX (909) 680-0490 e"/o3 FROM 1-10 FWY. TO VALLEY BLVD. �°F' CAL �F� N89'42'50"W-- MICHAEL PATRICK THORNTON R.C.E. No. -44226 25.13' EXPIRES: 6-30-05 4 LINE/CURVE TABLE: 29.3'± S=4.0-7.0% A # DELTA/BEARING RADIUS' LENGTH TANGENT 1 5746'09" 15.00' 15.12' 8.28' 2 57046'09" 15.00' 15.12' 8.28' 3 N89'42'50"W-- 25.13' -- 4 _N89'42'52"W _ -- _ 26.25' -_ 5 60'00'00" 3.00' 3.14' ' ` 1.73' 6 N30*17'08"E -- 16.53' =- 7 57'46'09" 15.00' 15.12' 8.28' 8 57'46'09" 15.00' 15.12' 8.28' 9 N89'49'47"W -- 29.35' -- 10 N89'56'43"W -- 6.97' -- 11 134'54'17" 3.00' 7.06' 7.23' 12 N44'51'00"W -- 12.88' -- 13 N89'57'07"W -- 29.24' -- 14 28'36'14" 25.00' 12.48' 6.37' 15 28'36'14" 25.00' 12.48' 6.37' SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA COMMENCE REQUIRED TWOOIMPROVEMENTS OF THE STREET IMPROVEMENT PLANS DATE OF APPROVAL SHOWN HEREON DRAYN BY SIERRA AVENUE S' AND CARRIED FORTH IN A DILIGENT TMR AS SHOWN MANNER, THE CITY ENGINEER MAY DESGM BY MC ONALDS PROPERTY DAM; REQUIRE REVISIONS TO THE PLANS TO TMR ON RIVEWAY DETAILS MAY 2003 BRING THEM INTO CONFORMANCE WITH CHECKED BY: AP VED BY�D7 DATE: DRAIdNG NO.: F7/ CONDITIONS AND STANDARDS IN EFFECT. MPT/J% .A .2& -eja