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HomeMy WebLinkAbout5127-22% 18' G \H RAL \OTH S H OR STET -T L G PLA\ S 1. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR APPROVED EQUAL. 2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A 6 FT. OR 8 FT. MAST ARM. 15 FT. MAST ARM REQUIRED FOR STREET LIGHTS ON TRAFFIC SIGNAL POLE INSTALLATIONS. 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE 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 REQUIRED. HEMLOC K AVE\UE STREET LIGHT I\ OTE: NEAREST EXISTING STREET LIGHTS ARE ON THE SOUTH SIDE OF SO. HIGHLAND AVENUE L -GP\D F -OR STP -T G T D LA\S INDICATES FUTURE 9500 LUMEN HPSV STREET LIGHT (100 WATT; #10) 27 FT. LUMINAIRE HEIGHT. 8' CURB AND 18' GUTTER USING PERVIOUS CONCRETE FOR GUTTER SECTION AS SHOWN 20,5' C/L 6' PERVIOUS CONCRETE 2% AC PAVEMENT • AGGREGATE BASE 36' OF ' WASHED, CRUSHED AGGREGATE OR EQUIVALENT #67 CLEAN STONE DETAIL "B" TYPICAL SECTION SCALE: N.T.S. CURB WITH PERVIOUS GUTTER CO \ STS L CTI O \ \OTES 8 rn 10) co O o U'. 6 75.02' 0. . •?6 +506+ 494 1506 EDGE OF PA ENT P'OFl 500 '4S8 0 0 0 0 0 0 0 0 0 10 11 CONSTRUCT 5" MINIMUM THICK A.C. PAVEMENT ON 12" MINIMUM OF 95% COMPACTED NATIVE SOIL PER CITY OF FONTANA STD 400. CONSTRUCT A.C. DIKE PER CITY OF FONTANA STANDARD PLAN NO. 1007. CONSTRUCT 8" CURB AND GUTTER PER SECTION "B" FOR PERVIOUS GUTTER. CONSTRUCT 4" THICK PCC. SIDEWALK PER CITY OF FONTANA STD 1006. (W=5') CONSTRUCT PARKWAY DRAIN PER CITY OF FONTANA STD 3000. EXISTING UTILITY TO BE REMOVED PER UTILITY COMPANY PLANS & SPECIFICATIONS. EXISTING UTILITY TO BE RELOCATED PER UTILITY COMPANY PLANS & SPECIFICATIONS. SAW -CUT AND REMOVE 1' MIN. OF EXISTING A.C. PAVEMENT TO PROVIDE A NEAT JOINT PER DETAIL "A" ON SHEET 1. CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD 1002, W=35' REMOVE EXISTING A.C. PAVEMENT. INSTALL 9500 LUMEN HPSV STREET LIGHT (100 WATT: #10) 27 FT. LUMINAIRE HT.: POLES SHALL BE MARBLELITE OR APPROVED EQUAL PER CITY STD DWG #404. 46 49.4 112 10+00 PROFILE �T 11+00 O 00 N w 5 U 0 M 0) ♦ 12+00 J 0 13+00 14+00 c0 N U m CD SCALE: HORIZ. 1"=40' VERT. 1 "=4' 15+00 F) ♦ 16+00 U w RAD. PT. K A ENUE \5 1! 72— F�CIST. 4" GAS LINE OPOSED P0-15– v.) OS PROPOSED EOP v.) 0 GAS LINE + POINT OF CONNECTION 2" GAS LIN EX. R/W CU .VE TA3LE 0 DELTA RADIUS LENGTH TANGENT ® 23'07'36" 112.00' 45.21' 22.92' © 165'38'53" 38.00' 109.86' 301.82' - � r 0 20 40 80 SCALE SCALE: 1"=40' 120 DIG ALERT CALL TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1 REV NEW GAS LINE REVISION DESCRIPTION 9/5/15 DATE ENGR CITY SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �- STANDARDS IN EFFECT. D TE AMR ABUELHASSAN 6556 HEMLOCK AVENUE FONTANA, CA 92336 909-262-7858 amrabuel®yahoo.com RCE NO. 57817 EXP. 6/30/16 REVISED BY: AMR ABUELHASSAN DATE: 9/5/15 CITY OF FONTANA STREET IMPROVEMENT PLANS DRAWN BY: DESIGNED BY: CHECKED BY: 6556 HEMLOCK AVENUE -HEMLOCK AVE. •' H • SO. HIGHLAND AVE. AP PAVED BY: ENGINEER SCALE: AS SHOWN DATE 6-10-14 DRAWING NO.: 5127