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HomeMy WebLinkAbout2585-1i o w 0 EXISTING RIGHT Of WAY 2' TYP. CD + PROPOSED EDGE OF,PAVEMENT 4 M � < TYP, SAWCUT N 6 w STA. 6+25 1 2 12 CD SCALE: 1" = 20' m G - 20 10 0 20 40 60 STA. 5+91 PROPOSED EDGE OF PAVEMENT -- -- -- -- -- EXISTING RIGHT OF WAY /1 EXISTING RIGHT OF WAY APN 240-081-004 - - - - - - OWNER OF RECORD: AMALIA SALINAS BASELINEI I 5 iSTA. 7+95 n A. T+ iSTA. 7+ 43 5 NO POLE4r -\—Zg-- - ; -11 0 2 DRIVEWAY S 89' 59' 45" W DRIVEWAY 8 DRIVEWAY EXISTING EDGE OF PAVEMENT G — G — G — G — T T T Wmwft POLE # 16657 PROPOSED EDGEOF PAVEMENT 6 -- -- -- -- -- -- -- -- -- - 9 EXISTING RIGHT OF WAY NO ROS # W �� olZ AwlOf Z � X W APN 240-081-033 � � OWNER OF RECORD: JOSE CARBAJAL � I POLE # 705561 STA. 10+57 BCR Q GUY 30` 30` R L T 1 90'02'39" 35' Q 35.03' 13' 13' 33' 51.81' 32.97' ( 90'02'39" 1 � lzi 55.00' 35.03' I uz O w 33' 51.81' 32.97' I w + lLjm 0 Q Q I � LL I w I Lo I U-'- � V ►- z o I I wl 0lixw o w I in I o �o w o ( I w to Z z z X I IX I w w I i l II CTA 11 nA AL n� m Ilii ,� w STREET GENERAL NOTES: 1. ALL WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1997 EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ALL INSPECTIONS SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK. PHONE (909) 350-6632. 3. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERC RWW SERVICE ALERT AT (800) 422-4133. 4. THE CITY RIGHT-OF-WAY SHALL BE KEPT CLEAN OF DEBRIS WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON CITY RIGHT-OF-WAY AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE BY DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE CITY RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE CITY'S INSPECTOR. 5. STATIONING REFERS TO THE CENTERLINES OF STREETS UNLESS OTHERWISE NOTED. 6. STERILANT IS REQUIRED UNDER ALL NEW A.C. PAVEMENT. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. ALL BACKFILL AND SUBGRADE SHALL BE CERTIFIED BY THE SOILS ENGINEER. MATERIALS AND METHODS ARE SUBJECT TO APPROVAL BY THE CITY ENGINEER OR HIS DESIGNEE. '' II I I ~ ~1 I I 3 1 TELEPHONE CABINET 14 I STA. 10+66 (P�' IT F 4 —t— a -w N MH e's N n w STA. 9+47 ECR I 201y APN 241-04-032 OWNER OF RECORD: SALVADOR B GURROLA AMELIA S GURROLA R jW 30' 30'-60R/W 15'-23' 16'-19' 13' 15' I 12 I 12 I • • • • ♦ • BASELINE AVENUE - TYPICAL SECTION STA. 10+55 TO 13+80 NOT TO SCALE R/W 30' rt_ 30' R/W 15'-20' 15'-20' 13' 12' (12) I 12 i .... ..., JUNIPER AVENUE - TYPICAL SECTION STA. 8+95 TO 9+40 NOT TO SCALE DETAIL "A" AC DIKE TRANSITION PROPOSED NOT TO SCALE AC DIKE .EDGE OF PAVEMENT F.S. 8» 31 - - - - EXISTING RIGHT OF WAY - - 73' TRANSITION 2" TYP, o PROPOSED EDGE OF PAVEMENT + (© Ll" TYP, SAWCUT STA. 13+80 In 14 z 1 2 1 PROPOSED EDGE OF PAVEMENT � i = o m 325' TRANSITION STA. 13+80 — — — — — — — — — — EXISTING RIGHT OF WAY STA. 10+52 ECR APN 240-111-008 NO POLE # OWNER OF RECORD: STA. 10+00 BASELINE AVE. LOVELAND BAPTIST CHURCH STA. 10+00 JUNIPER AVE. 13 g EXISTING RIGHT OF WAY STA. 6 POLE #801795 PROPOSED EDGE OF PAVEMENT i zo' � FH 6 m N APN 240-111-007 OWNER OF RECORD: FIRST BAPTIST CHURCH I OF FONTANA 1 POLE #1296573 w - S — — S — — S — — S — \2STA. 10+53 BCR 1' TYP. SAWCUT 12 °1 11 S 89' 59' 45" W TA. 10+ R 1 2 12 9 9 W W V G — XE 1031522H PROPOSED EDGE OF PAVEMENT 325' TRANSITION --- -- -- -- -- -- -- EXISTING RIGHT OF WAY STA. 9+40 BCR i it i i PALM TREE � I g I I � I to WH 313 Z 0 lz + wl + bj wl w 1 � <ia� I < I a � WATER METER W (nLi-�3 m I o an a lw I Zw I LoI � Ci I � MH (PHONE) ol o lo 31.0 o �i� ,o 1 I ~cn o MH290 z WI (Z w z CURVE DATA 0 R L T 90'02'39" 35' 55.00' 35.03' ® 89'57'21" 33' 51.81' 32.97' © 90'02'39" 35' 55.00' 35.03' OD 89'57'21" 33' 51.81' 32.97' � 1 1 13' 12 ` I � ( z (10 30' 30' Xi -w w APN 241-051-026 OWNER OF RECORD: SOUTHEASTERN CALIFORNIA ASSOCIATION OF 7TH DAY ADVENTISTS DIAL BEFOK DAxs DEF & YOU DIG ym DIG TOLL FREE -42-2-4133 A PUXIC SMILE BY UNXRWaM SERVICE STREET CONSTRUCTION NOTES: 0 I V S 0 + M 13 Q z J 2 U 1 SAWCUT AND REMOVE EXISTING PAVEMENT AS SHOWN. 2 CONSTRUCT 0.54' A.C. OVER 1.00' 9576 COMPACTED NATIVE AS SHOWN. 3 CONSTRUCT 8" A.C. DIKE PER CITY OF FONTANA STANDARD 136 AS SHOWN. 4 CONSTRUCT 4' WIDE CURB RAMP DEPRESSION AT MID -DELTA AS SHOWN. &CONSTRUCT 12p A.C. DRIVEWAY APPROACH AS SHOWN. (1) -TRANSITION A.C. DIKE PER DETAIL "A", THIS SHEET. (D -REMOVE EXISTING LUMINAIRE (BY SOUTHERN CALIFORNIA EDISON) EXISTING POWER POLE TO BE RELOCATED (BY SOUTHERN CALIFORNIA EDISON). 9 EXISTING UTILITY POLE TO BE RELOCATED (BY PACIFIC BELL). 10 EXISTING FIRE HYDRANT TO BE RELOCATED (BY FONTANA WATER COMPANY) &REMOVE EXISTING PALM TREE, ROOTS, AND ROOTBALL. BACKFILL HOLE WITH NATIVE SOIL AND COMPACT TO 959: AS DIRECTED BY THE ENGINEER. 12 MATCH EXISTING GRADE. 13 GRADE AT MAXIMUM 2:1 SLOPE WITH NATIVE SOIL AS DIRECTED BY THE ENGINEER. 14 MAINTAIN EXISTING FLOWLINE AS SHOWN AND AS DIRECTED BY THE ENGINEER. (D -CONSTRUCT AC RAMP DEPRESSION AT 8.337. MAXIMUM GRADE AS SHOWN. 16 CONSTRUCT 0.25' A.C. OVER 95% COMPACTED NATIVE AT 29: SLOPE AS SHOWN. &RECONSTRUCT EXISTING CHAINLINK FENCE TO RIGHT OF WAY LINE AS SHOWN. AUTOCAD FILENAME: BASE_JUNI.DWG