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REVISED SITE PLAN V1�11��1 <br /> - <br /> w DCsicn <br /> STORM DRAIN CALCULATIONS <br /> PER SAN JOAQUIN COUNTY STANDARDS PA- 1800300 y�� � ¢_ r <br /> Application # z z PLANNING DESIGNING CONSULTING <br /> Z <br /> H O � J <br /> (/ Cn Cn Q <br /> ASPHALT PAVING AREA 370,0005.F. C > a o 2301 COFFEE ROAD, MODESTO, CA 95355 <br /> CONC. PAVEMENT AREA 0 S.F. 3/ 1 /2024 120 E YOSEMTE AVE TEL: (209) 631-5410 <br /> ROOF AREA 13,100 S.F. <br /> LEGEND ReceivedByA On 0 e-mail : cvieira@elite.net <br /> OPEN LAND INCLUDING LANDSCAPING 58,655 S.F. SITE <br /> R/W TO CENTER LINE OF H WY 120 17,613 S.F. 10' HIGH CMU SOUND WALL OWNERSHIP OF DOCUMENTS <br /> This document, and the ideas and designs <br /> • PROPERTY LINE incorporated Herein, as an instrument of <br /> Construction Documents, is the property of <br /> A DESIGN <br /> TOTAL 459,368 S.F. VIEI 301 Coffee Road GRODP <br /> ROAD CENTERLINE Modesto, CA. 95355 <br /> (209) 631-5410 <br /> and is not to be used, inwhole or in <br /> 6' HIGH CHAINLINK FENCE WITH SLATS part for any other project without written <br /> authorization. <br /> 5' HIGH ROD IRON FENCE Copyright 2016 <br /> STORAGE REQUIRED FOR 10 YEAR, 24 HOUR STORM: off OVER HEAD POWER LINE I N <br /> Vp-2.0(CAR/12) pp& POWER POLE (AG IRRIGATION POWER POLE) <br /> • VICINITY MAP N.T.S. <br /> CPO LANDSCAPING SHRUB I <br /> Vp=VOLUME OF RETENTION POND STORAGE REQUIRED. 0 <br /> C= RUNOFF COEFFICIENT I (V <br /> A= AREA IN ACRES LANDSCAPING SHADE TREE A.P.N.: 228-030-28 r <br /> R= RAINFALL IN INCHES. LOT AREA. 435,600 S.F. (10.0 AC) U W Q <br /> IZONING: AG-40z z <br /> • I z D <br /> ASPHALT PAVING AREA 370,000 S.F. 0 O <br /> RUNOFF COEFFICIENTS LL <br /> PAVEMENT C-0.95 CONC. PAVEMENT AREA 0 S.F. W UJ J <br /> ROOFS C=0.80 I ROOF AREA 13,100 S.F. Q <br /> LAWN & OPEN LANDS C=0.20 I Ir < U <br /> OPEN LAND INCLUDING LANDSCAPING 58,655 S.F. <br /> AREA "C" V � Q <br /> ASPHALT PAVING AREA 370,000 S.F. 0.95 351 ,500 I PARKING SPACES JV <br /> CONC. PAVEMENT AREA 0 S.F. 0.95 0 I Q W W <br /> TOTAL LONG TERM TRUCK PARKING SPACES 109 W <br /> ROOF AREA 13,100 S.F. 0.80 10,480 (20 PARKING SPACES RESERVED FOR "WHISPER" UNITS) z O O z <br /> T <br /> OPEN LAND INCLUDING LANDSCAPING 58,655 S.F. 0.20 11,731 I J r Q <br /> I VEHICLE PARKING SPACES 21 O C� r <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 /> PL 1313.4' OFFICE AREA: 3,500 S.F. <br /> ....■ �....... - _�.....i-. ' '..............�,*........ -�-iA�� � ..... .�*I.. ... . P PP <br /> �...................OH.............. OH OH hi CID Ou <br /> PP UrI hi <br /> �0 I4 0 cn BRAKE SHOP 5' HIGH ROD IRON <br /> i <br /> Pp;��0 I STORAGE FENCE NEW R/ <br /> 0 <br /> 0 TIRE SHOP 22. 182.5' � <br /> 80.0' 51.0' a z • EXIST R/W I BUILDING DATA - <br /> 119.6' � N o <br /> 1 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 5 52 C <br /> 2.0' � I PROPOSED DOMESTIC WELL I_ DOCK TRANSFER Q 186.0' o <br /> 8.0' I 10.0' 52 STALLS �' �` 15.0' i El _J pC� \ SCOPE OF WORK: <br /> a I_ Q I <br /> M I on TRUCK TERMINAL <br /> a 1- CONSTRUC11ON OF LONG <br /> p I Cn <br /> OSCE N 2- CONSTRUCTION OF TRANSFER MDOCK.LO <br /> PARKING. <br /> 10.0' U r / - <br /> N 3- CONSTRUCTION OF TRUCK BRAKE SHOP. <br /> a w o I RESERVED PARKING AT THE REAR OF THE � �6�o I I 4 CONSTRUCTION OF TRUCK TIRE SHOP. <br /> i I Ld � 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 /> 57 STALLS <br /> b 40' GATE PROPOSED 24 HOUR MANNED No. REVISION DATE <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 8 . )0 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 /> �. <br /> TO BE DEMOLISHED <br /> so M <br /> •��.*�.�■�.�*t■.L�,�.�I■.LLm*�iiia IP�i■r 01m.=L<L�i IP of.�■�.�IF � *� <br /> ...* so . ..._ in •• • SCOPE OF PROJECT <br /> LL111111 Ip .t IP t■iF 01.M giLM Ip Ep.�M.m 1p t■ip el m.0 ALO IP Of.�■m.0 IP L.it so�.�Y■iM*011M <br /> 30.0' <br /> CD (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 ALONG 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 . <br /> DATE 02-23-24 <br /> IPROJECT MANAGER <br /> I . <br /> DRAWN BY CVIEIRA <br /> JOB NUMBER <br /> IN SHEET <br /> A- 1 <br /> SITE PLANSCALE SHEET INDEX <br /> OF 1 SHEETS <br /> 1" = 60' <br />