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IAVERAS AVENUE \\ z <br /> CA HWY c z w m U"� <br /> 99 v w rn v� <br /> v o z Q <br /> n V Z a; H <br /> Z , w <br /> UJ ENS A NUE J o Z <br /> ON VE > a � Z <br /> 51EV v x LLJ <br /> 16, Z <br /> z LL <br /> o <br /> JOS�P� �EO� CC <br /> > CC a <br /> Uj U-, W <br /> SITE LOCATION ? W <br /> V) <br /> OPO " L <br /> Q` v vI <br /> Z p <br /> Zren H <br /> rL <br /> CONSTRUCTION NOTES: <br /> OPROPOSED 6" CONCRETE CURB PER CITY OF FRESNO STD. P-5 - \�\� HWY <br /> 1 - �\ <br /> PROPOSED VALLEY GUTTER PER CITY OF FRESNO STD. P-10. 99 <br /> \\\ <br /> D .. <br /> 3 PROPOSED TRUCK PARKING STALLS � \ \\\\ \\ \ o <br /> 4 PROPOSED ADA COMPLIANT RAMP AND TRUNCATED DOMES \\ \\ y <br /> -5 _ <br /> \\\EXISTING 6' CHAINLINK FENCE o�\ \\ ■■ w <br /> OPROPOSED 6' CHAIN LINK FENCE TO BE INSTALLED \ \\ VICINITY MAP LLJ <br /> O PROPOSED 3' x 6" WHEEL STOP <br /> NOT TO SCALE Z <br /> �\ w <br /> O PROPOSED EMPLOYEE PARKING STALLS \\ ^ \\\ <br /> 9O EXISTING 1,200 GALLON SEPTIC TANK \ <br /> 10 EXISTING 24"DIA. LEECH LINE S - <br /> o - CLU <br /> 1 1 EXISTING 36" DIA. 25' DEEP SEEPAGE PIT <br /> 12 EXISTING ABS SEWER PIPELINE <br /> 13 PROPOSED STREETLIGHT POLE PER PW STD E-1 AND E-9A <br /> 14 PROPOSED FMFCD TYPE D' STORM DRAIN INLET - <br /> 15 PROPOSED ONSITE AC PAVING PER PW STD P-21 <br /> 16 PROPOSED OFFSITE AC PAVING PER PW STD P-50EXISTING <br /> BULD/NG / \j\\ \\� \ Know what'd below. <br /> Call before you dig. z <br /> \\ CLF \\\ �\ \� p O <br /> 5 / <br /> U o <br /> CLF <br /> \ CLF <br /> 12 <br /> U <br /> C CLF <br /> 9 �\ W W O <br /> CLF <br /> � 5 _ / 10 <br /> ( � cr <br /> \ `\ CLF <br /> \ Q <br /> CLFCIL <br /> U � M <br /> CLF <br /> V <br /> `\ \ O 'T— (j) <br /> N <br /> \ 5 \ U <br /> \ o Q) <br /> \ \ \ F AP \ <br /> W � <br /> / W <br /> W <br /> REVISIONS <br /> N LEGEND. <br /> 0 <br /> EXISTING PROPERTY BOUNDARY s"ss PROPOSED SANITARY SEWER PIPE <br /> EXISTING PROPERTY LINE 15"s9 PROPOSED STORM DRAIN PIPE <br /> 12"WM PROPOSED WATER MAIN <br /> � EXISTING EASEMENT <br /> � O PROPOSED CONCENTRIC SANITARY SEWER MANHOLE <br /> DRAWN BY.• SG <br /> EXISTING RIGHT OF WAY PROPOSED ECCENTRIC SANITARY SEWER MANHOLE CHECKED BY.• A <br /> EXISTING ROAD CENTERLINE • PROPOSED STORM DRAIN INLET <br /> DATE: 4/21/2025 <br /> F13PROPOSED STORM DRAIN OUTFALL STRUCTURE <br /> N EXISTING CHAIN LINK FENCE <br /> N Mao PROPOSED STORM DRAIN INLET <br /> PROPOSED PROPERTY LINE g PROPOSED WATER VALVE <br /> U <br /> �3 PROPOSED FENCE PROPOSED FIRE HYDRANT <br /> PROPOSED AIR RELEASE VALVE O \_A N D S� <br /> o PROPOSED CONCRETE ® PROPOSED WATER BLOWOFF ����F R D. CO G <br /> o PROPOSED ELEVATION o <br /> Z PROPOSED AC PAVING PER PW STD P-50 XXX.XX v Q� �J' � <br /> ti <br /> PROPOSEDFIRE ACCESS LANE PER PW Ls 5096 <br /> 0o STD P-21 AT MIN/MUM ��� EXISTING ELEVATION QROFESSIpNq� * Exp. Date 6-30-25 <br /> PROPOSED LANDSCAPE AREA PROPOSED STREET LIGHT POLE ���� P� F F,G <br /> NEXISTING STREET LIGHT POLE SCALE 1"=40' W�'T 9� � <br /> N PROPOSED BUILDING EXISTING FIRE HYDRANT z `n <br /> N0. 67552 <br /> o PROPOSED CURB AND GUTTER PER PW EXISTING POWER POLE <br /> 0 20' 40' 80' <br /> STD P-5 ® EXISTING WATER VALVE <br /> PROPOSED CONCRETE SIDEWALK PER PW JT CIVIL �Q SHEET NUMBER: <br /> STD P-5 EXISTING SIGN 9TF OF CAS-\F OF <br /> 0 <br /> i AREA OF PROPERTY TO BE DEDICATED TO THE (D EXISTING STORM DRAIN MANHOLE <br /> o CITY OF FRESNO FOR PUBLIC STREET PURPOSES O EXISTING SANITARY SEWER MANHOLE JOB NUMBER: <br /> mm EXISTING WATER BACKFLOW PREVENTER <br /> 24-296 <br /> U <br />