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STORM DRAIN CALCULATIONS <br />PER SAN JOAQUIN COUNTY STANDARDS <br />ASPHALT PAVING AREA <br />CONC. PAVEMENT AREA <br />ROOF AREA <br />OPEN LAND INCLUDING LANDSCAPING <br />R/W TO CENTER LINE OF HWY 120 <br />TOTAL <br />370, OOOS. F. <br />0 S. F. <br />13,100 S.F. <br />58,655 S.F. <br />17,613 S. F. <br />459,368 S.F. <br />STORAGE REQUIRED FOR 10 YEAR, 24 HOUR STORM: <br />Vp=2.0(CAR/12) <br />Vp=VOLUME OF RETENTION POND STORAGE REQUIRED. <br />C= RUNOFF COEFFICIENT <br />A= AREA IN ACRES <br />R= RAINFALL IN INCHES. <br />REVISED SITE PLAN <br />Application # PA- 1800300 <br />y.,74 -t(,7 On 3/1/2024 <br />LEGEND f1ClrC1 VGU <br />10' HIGH CMU SOUND WALL <br />• PROPERTY LINE <br />ROAD CENTERLINE <br />6' HIGH CHAINLINK FENCE WITH SLATS <br />5' HIGH ROD IRON FENCE <br />OH OVER HEAD POWER LINE <br />ppm POWER POLE (AG IRRIGATION POWER POLE) <br />CPO LANDSCAPING SHRUB <br />LANDSCAPING SHADE TREE <br />A.P.N.: <br />LOT AREA: <br />ZONING: <br />VICINITY MAP N.T.S. <br />228-030-28 <br />435,600 S.F. (10.0 Ac) <br />AG -40 <br />1 <br />ASPHALT PAVING AREA 370,000 S.F. <br />RUNOFF COEFFICIENTS <br />PAVEMENT C-0.95 I CONC. PAVEMENT AREA 0 S.F. <br />ROOFS C=0.80 I ROOF AREA 13,100 S.F. <br />LAWN & OPEN LANDS C=0.20 <br />AREA "C" <br />OPEN LAND INCLUDING LANDSCAPING 58,655 S.F. <br />� ' <br />ASPHALT PAVING AREA 370,000 S.F. 0.95 351,500 I <br />I PARKING SPACES <br />CONC. PAVEMENT AREA 0 S.F. 0.95 0 TOTAL LONG TERM TRUCK PARKING SPACES 109 <br />ROOF AREA 13,100 S.F. 0.80 10,480 (20 PARKING SPACES RESERVED FOR "WHISPER" UNITS) <br />OPEN LAND INCLUDING LANDSCAPING 58,655 S.F. 0.20 11,731 I <br />1 I VEHICLE PARKING SPACES 21 <br />R/W TO CENTER LINE OF HWY 120 17,613 S.F. 0.95 16,732.0 ACCESSIBLE PARKING SPACES 2 <br />TOTAL 459,368 S.F. 390,443 I SITE DATA <br />I <br />AVERAGE C = 390,443 / 459,368 S.F. = 0.85 I <br />Q I EXISTING BUILDING <br />Vp=2.0(CAR/12) w I (E) BUILDING USE: (E) RESIDENCE TO BE DEMOLISHED <br />2.0 <br />V = 0.85 10.5 2.4 12 = 3.6 Ac Ft <br />p �( )( )( )�/ (1,200 S.F.) <br />I <br />3.4 Ac Ft = 155,509 C.F. w (JJ PROPOSED BUILDING <br />• Q (P) BUILDING USE: DOCK, TIRE & BRAKE SHOPS/OFFICE <br />10' HIGH CMU SOUND WALL (P) BUILDING OCCUPANCY: 1/B <br />AT WESTERN PROPERTY LINE <br />EXISTING IRRIGATION PUMP (PER ENVIRONMENTAL NOISE ASSESSMENT W (P) CONSTRUCTION TYPE: V -N <br />PERFORMED BY SAXELBY ACOUSTICS (E) MAIN IRRIGATION LINE TO REMAIN SOUND WALL <br />AND FILTERS TO REMAIN ONLY 100 L.F. ALONG BRAKE SHOP WESTERN SIDE IS REQUIRED SETBACK Q (P) BUILDING AREA: 13,100 S.F. <br />PRIVATE POWER POLES AND OVERHEAD POWER LINES ) 10' LANDSCAPING STRIP 30.0' N SHOP AREA: 4,800 S.F. <br />SERVING PRIVATE AG IRRIGATION PUMP TO REMAIN. <br />PROPOSED 10' HIGH CMU WALL PROPERTY LINE o v r <br />.n o LO N TRANS. DOCK AREA: 4,800 S.F. <br />00 <br />119.2' __ __------- ---- ---.� . <br />_ �N PL 1313.4' OFFICE AREA: 3,500 S.F. <br />....■ �....... - ��.....i-. •..............�,*........ PIP- PP <br />�................... OH .............. OH OH hiCD t1b <br />U hi <br />PP10' <br />��• cn BRAKE SHOP 5' HIGH ROD IRON <br />i <br />Pp ;�� I STORAGE FENCE NEW R/ <br />o0 TIRE SHOP 22. 182.5'� <br />80.0' 51.0' a z EXIST R/W I BUILDING DATA <br />119.6 N o <br />Q ' <br />1 I I 1 2 3 4 5 6 7 8 9 110 Ill 12 113 114 115 116 117 118 119 120 121 122 123 124 125 126 27 28 29 130 31 3 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 5 52 fn 0 <br />2.0' I PROPOSED DOMESTIC WELL I_ DOCK TRANSFER Q F� __J1 186.0' 0 1 <br />8 °, 4�1I 10.0' 5z STALLS .�- 15.0' i J pC� \ SCOPE OF WORK: <br />I_ Q <br />a I <br />M I on TRUCK TERMINAL <br />a <br />I OSCE <br />Cn <br />LO p N 2- CONSTRUCTION OF TRANSFER 1- CONSTRUCTION OF LONG MDOCKCK PARKING. <br />10.0' r / - <br />N 3- CONSTRUCTION OF TRUCK BRAKE SHOP. <br />a w o I RESERVED PARKING AT THE REAR�� OF THE � L�6�o I 1 4 CONSTRUCTION OF TRUCK TIRE SHOP. <br />i I W I THE PROPERTY FOR 20 "WHISPER" o� 5.0' I ��' I 5.0' �/ � I 5- CONSTRUCTION OF OFFICE SPACE. <br />REFRIGERATION UNITS. IDEAL PKWY <br />� I I=> I=> I=>13.5 � , <br />0F_ 65.0' <br />In I 57 STALLS <br />b 40' GATE PROPOSED 24 HOUR MANNED <br />i I - 12'x10' GUARD SHACK <br />5 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100101 102 103 104 105 106 107 108 109 � I <br />L - <br />. ) DEMOESIDEDNCE TO BE <br />(E) DETACHED GARAGE 45.3 <br />a o I TO BE DEMOLISHED <br />• . * .�■ �.w Ip t■ MLp Ill,w.m W.MULm * ol =iia �.� 91 �i■r , �.� �Li�i IP of .�■ �.� <br />...* No ...._ on of •• W. SCOPE OF PROJECT <br />. Ip Mt IP t■iF 1111,111111M �L� .�� �.� t■i� , �.�YiIP <br />p IP of <br />30.0' <br />o (E) SEPTIC SYSTEM SOUND WALL I <br />b b o TO BE REUSED SETBACK <br />a0 N PROPOSED TRASH ENCLOSURE WITH 100% REPLACEMNT AREA DESCRIPTION SHEET <br />10' HIGH CMU SOUND WALL I <br />I <br />PROPERTY LINE IALONG EASTERN PROPERTY LINE (1285 LF) <br />PER ENVIRONMENTAL NOISE ASSESSMENT (E) DOMESTIC WELL TO BE <br />PERFORMED BY SAXELBY ACOUSTICS ABANDONED COVER SHEET / SITE PLAN A-1 <br />I I . <br />I <br />I I . <br />N <br />SITE PLANSCALE SHEET INDEX <br />1 " = 60 <br />VORA <br />D � s i cm n <br />PLANNING DESIGNING CONSULTING <br />2301 COFFEE ROAD, MODESTO, CA 95355 <br />TEL: (209) 631-5410 <br />e-mail : cvieira@elite.net <br />OWNERSHIP OF DOCUMENTS <br />This document, and the ideas and designs <br />incorporated Herein, as an instrument of <br />Construction Documents, is the property of <br />VIEIRA DESIGN GROUP <br />2301 Coffee Road <br />Modesto, CA. 95355 <br />(209) 631-5410 <br />and is not to be used, in whole or in <br />part for any other project without written <br />authorization. <br />Copyright 2016 <br />O <br />N <br />T <br />U LU � <br />Z Z <br />� I, <br />� � LL <br />LU <br />W J <br />Q U <br />U <br />U) Q <br />� W <br />Q W <br />LUm <br />O <br />0LOZ <br />>z <br />> J T Q <br />O (D 2 <br />LLI <br />I--- <br />U) <br />No. <br />REVISION <br />DATE <br />Al <br />DATE 02-23-24 <br />PROJECT MANAGER <br />DRAWN BY CVIEIRA <br />JOB NUMBER <br />SHEET <br />A-1 <br />OF 1 SHEETS <br />