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HomeMy WebLinkAbout5180-2E ISTI G RAE AT GENI ERLNE U Q p D d L` p EL CL n Q Z Q Q to p hi — > _ �U O L2 Z = U Or �. ~ z v U � O p U p W O p Z U = O W ^ W p W W n M O t� O O 00 O rrj w rn (D •- N + rn rn La + + EX STI G OP OF URB E ISTI G OP OF CUB " a0 _ o _ - P OP SE FL W IN i PROFILE SCALE HORIZONTAL- 1 "=40' VERTICAL- 1"=4' I Tj 5 6 7 8 9 10 11 General Notes for Street Light Installation 1. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. 2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF , ON A 6 FOOT OR 8 FOOT MAST ARM. 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM APPROVED PLANS IS SUBJECT TO APPROVAL BY CITY ENGINEER. 4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4 FEET UNOBSTRUCTED SIDEWALK CLEARANCE IS REQUIRED BEHIND STREET LIGHT POLE. 5. ALL STREET LIGHTS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 404. -- T - - - - - - - - - - - - - - - - o UFH TP�L Ste- --------PP+ --- ---MBS - ._Ir -------- ---- .u� — CONSTRUCTION NOTES ,�P�`' MH N-----15"S-----.-0_"__–� --15"S----------0-------T—I---------------,-- oP� SLOVER I I 2 AVENUE 0 1 1 J � 11 1Q-- CONSTRUCT 8., PCC CURB AND 18" GUTTER PER �, 6 7 8 9 10_ CITY OF FONTANA STANDARD NO. 1000 — 'N� o: ; 1 3 11 3 3 7° 1 m 5 w rn ,. 10 Q2 - CONSTRUCT 8 THICK PCC DRIVE APPROACH PER CITY LU z 2 8 z I l z i z 1" z+ (z ori °° LO i Z Z o SCALE 1 = 40 OF FONTANA STANDARD DRAWING 1002. o+LO 9 0+ I� I o+ �+ oma, fi�� o+ o + r� 00 °' - - - o 0 z------------------ _� — — — `"- o—. p W ♦- E S WM ' WM T WM PP— �3}— REMOVE EXISTING PCC CURB AND GUTTER},; <;�;•, •�-< 2 Y 4 6 4 0 4 10 ¢ 4 6 ®- SAWCUT EXISTING AC PAVING TO A CLEAN, STRAIGHT Q J Q 511 w 511 4 0 J N DRIVE APPROACH SLOPE=12% EDGE (1' MIN.) Q 5 APN: 0237-061-03 J w 3 O— CONSTRUCT 63�" AC PAVEMENT OVER 12" CRUSHED > J w a I w = AGGREGATE BASE PER CITY OF FONTANA STANDARD -1 `O o r w - `) Q APN: 0237-061-06 DRAWING 400 (SEE GENERAL NOTES 32 & 32). ° a- 10 v co ° 0 + x + a °" + Q + + > a DRIVE APPROACH SLOPE=7% I n a0 a- °D > °' o Q CD Q6 - CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA > _`D " Legend STANDARD DRAWING 1006. o z F- o I F �— INSTALL 22,000 LUMEN HPSV STREET LIGHT (200 WATT; #2)) Li w ``' �°P EXIS TING WOOD POWER POLE 30 FT. LUMINAIRE HEIGHT PER CITY OF FONTANA STANDAR[ Z w PROPOSED3LDG. z p EXIS',TING WATER METER BOX rn -j ,j -* EXISITING TELEPHONE JUNCTION BOX PLAN NO. 404 (CASE 1) ao CO - w o w EXISITING STREET TREE ®-- REMOVE AND REPLACE STREET TREE AS DIRECTED a 0 ass EXIS'JING PARKING RESTRICTION SIGN & POST APN: 0237-D61-05 a-• PROFPOSED STREET LIGHT a— REMOVE AND REINSTALL PARKING RESTRICTION SIGN 0237-61 -18 AS DIRECTED. 0237-061-19 of EXIS-TING ELECTRICAL VAULT VENT 0237-061-20 a" EXISTING FIRE HYDRANT ®- REMOVE EXISTING PCC DRIVE APPROACH o""" EXIS-,T1NG SEWER MANHOLE i EXIS-,TING WATER VALVE Q}— REMOVE EXISTING AC PAVING AND BASE EXISTING POWER POLE TO BE REMOVED (BY OTHERS) DI REV. REVISION DESCRIPTION DATE ENGR. CITY DATE FOR: BENCH MARK CITY OF FONTANA, CALIFORNIA i2PREPARED % RICHARD CA N TW E LL PE HOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF MWD BENCH MARK OF 632 - ELEV. 1106.79 (NAVD 88) QRpFFESSr CONSULTING CIVIL ENGINtER 'D ,,, STREET IMPROVEMENT PLA N U A. WETZEL 2334 CLUB VISTA DR. r DRAWN BY: SCALE: APPROVAL SHOWN HEREON AND CARRIED FORTH INA FERRELINE DESCRIBED BY THE METRO WATER DISTRICT OF SO CAL 1.2 MILES NORTH FROM � GL ND RA CA 91741 h � �, c^ 1^ 626 335-3055 e DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE 15335 VALLEY BOULEVARD THE INTERSECTION OF VALLEY BLVD AND POPLAR AVE TO FEET SOUTH OF THE 29011- '�° R.C. 15033 S I ove r Avenue AS SHOWN REVISIONS TO THE PLAN TO BRING THEM INTO FONTANA, CA. 92335 CENTERLINE OF MALLORY DRIVE 21 FEET WEST OF THE CNTERLINE OF POPLAR EXPIRATION DESIGNED BY: DATE: CONFORMANCE WITH CONDITIONS AND STANDARDS IN 3 FEET SOUTH OF A TELEPHONE RISER A STANDARD MIOSC 3-1/4 ALUMINUM 3/31/2015 &-� R.C. � � / � y i -SEPT. 2014 EFFECT AT THAT TIME. (909) 355-5428 DISK SET FLUSH IN A FOOTING OF LIGHT STANDARD POE NO. 2162438E ONE2 FOOT WEST OF THE CURB FACE. PREPARED BY: RICHARD CANTWELL DATE of pkL%F NECKED BY: APP BY: I -. ; ,�✓ J DRAWING NO. 2 CALL UNDERGROUND SERVICE ALERT 1(800) AT R.C.E. 29011 EXP. 03-31-15 R.H. DATE: 5180 2 227-2600 2 DAYS BEFORE DIGGING P � CITY ENGINEER R.C.E. 51 152