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SITE PLAN aDeiica ion # FA 18 U Q Z ] 9 Received Gy On �Z SITE PLAN k OCTOBER, 2018 k o ] ' PHASE 5 X50 CANAL LEG 544* k k (10,000 SF) AG. AGRICULTURAL I— �1 AC ASPHALT CONCRETE CO. COMPANY k DRWY DRIVEWAY Z k I N a k k PHASE 4 EX. EXISTING � VINES k � X ( � (10,000 SF) PTR TOP OF RAIL P POWER POLE P.M. PARCEL k ( AP S.F. SQUARE MOOT _ TYP.) TYPICAL 593' CANAL � � k � - - EX. STORAGE k k CENTER LINE 04 SEE DETAIL "A" TO BE REMOVED PHASE 3 m —X EX. FENCE - - k (10,000 SF) PP. EX. LOADING EX. TRAIN TRACKS 1 593' ' 0 DOCK o- EX. POWER POLE NTH VINES p :' PROER FOR ° EX. POWER POLE -� �� INES . . . . "...'LAAO - PHASE 1 b EX. POWER POLE WITH 1 `\ Ej EX. SHED DOCK,..'. PROPOSED FERE METER `- X. HOUSE O SUPPRESSION TANK PHASE 1 EX. GRAVEL 25' ................. P (10,000 SF) a --- EX. CONCRETE EX. SEPTIC TANK / PG �-�- EX_ TANKS _ EX. T TNG 55' ` L .. . . . . . . . . . . .'.'. - M . NU G (TYP.) PROPOSED CONCRETE . . . : : : : RESTR�OM) - X00 OFFICE/ ❑ PROPOSED ASPHALT CONCRETE _ PROCESSING 1 TREE LINED ' ' ' ' . ' . . ' ' '.'.... FACILITY (NO © + PROPOSED LANDSCAPE ROAD . - .....'-'... ...... . . . . . . . RESTROOM) EX. DRAINAGE L BASIN ' SEE DETAIL "C" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ 1. 1.0 ACRES TO BE CLEARED. EX. SEPTIC SYSTEM PROPOSED X x : : :•:':•..:-:-:-.•.- : . . . :. `--~' °° 2. PARKIN REQUIREMENTS: 2 PARKING STALLS/ 1,000 S.F. OF BUILDING DRIVEWAY a, .._... . . . . EX. BATHROOM BUILDING IS 17,500 S.F. AND 2 STORIES HIGH EX. WELL 17.5x2x2 = 70 PARKING STALLS r . . . . . . , .' .fi .•..:-'•..-. . . ' . . ,. . . STANDARD PARKING STALLS ARE 9'x20' (TYP.) VINES x a X. . . . . . . . . . . . . . . . ' , ' . ' . HANDICAP PARKING STALLS ARE 10'x20' (TYP.) ................:..,... _ . . : - . N F AN AR PARKIN HAN ICA TA S: f STANDARD PARKING INCLUDES 70 STALLS AND. . . . . . _ . . . . 1fl . . . . . . . . . . VINESHANDICAP PARKING INCLUDES 6 STALLS. VINES �aNirD. -BERhI . - . 3. THIS ISA 5 PHASE PREX x ' . . . . OJECT OVER A 10 YEAR SPAN. HOUSE . . E. . _ 4. IF OVERFLOW PARKING FOR AN EVENT IS NECESSARY, IT 0' 100' 200' 400' �• . _ • - • - - -.•'•:•-•:-. :-.-..: � : . - . 18. �.:-..-. . - - . PP SHALL BE PROVIDED ON- SITE. . . . . . . . . . . . . . . . . . . . - - . . . .SCALE. 1"-200' . . . -.•.�-�- - . . . .EDGEOF VINES EX. . 2 "S T`I P.:.}. 1.4(TYP,) EX. SEPTIC TANK SHED ..._:_.:.". . . . ..:._.:.'- . . . Z ` 1 EX. AC ROAD • • : : : .. EX':.WE _— ... -O - a . . . . . . . ' ,. . . . . . . . . . . . . 25 EX. AG. WELL SEE NOTE 1 �', ` _ 71 EDGE OF VINES N� VINES PROPOSED + � + + + + + + + + + + + + + + + + + + + + + + + + + VINES (NP ) LEACH LINES + + I + ' � 1 175' + + + 0 ,. k + + + + + �� + + Q 1 SCALE: 1" = 50' PROPOSED lit + 17.500 S.F.(EACH FLOOR) � + �0 1 SEPTIC TANK + oORIES + + MEETING ROOMIJASTING ROOM + • + + AND EXECUTIVE OFFICE + + NOTE- THE PROPOSED DRIVEWAY WILL + BE 20' WIDE(MIN.) CAPABLE OF + + + PHASE 2 + + SUPPORTING A FIRE TRUCK. + + + + + + 1 + + + ` • + + VINES o `� \ R � + + + + + 1 <^ MAILBOX.".".' ! V + + + ® f� � u � � t + + . . " " ` DIRT ROAD + + + + + 1 0 :.:._......... .'.'. . SIGN WITH BOR + + " " + + + + PROPOSED 1 1 I O . . . . . . . . . . . . . . . . . . . . 9 + + + + + t + + + + + WELL 1 v . ................. . . . . . . . EDGE OF VINES + + + + + + + + + + + + + . + ' + + SEE DETAIL B" , �� —� TOP. . . .'.".".'. . -- _ _ — PHASE 2 IMPROVEMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . POST SIL TRACK ARM j .-B.IIR�ED.-CAB(.£. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N.T.S. 1 . MARKEfZ.... _ . .NIAfLB,QAC.. ".".'._:_-..:.;._'... .:.. . . ':' : : --- TOE ACAMPO ROAD SITE • WOODBRIDGE ROAD _ _ z N DRAFT WOODBRIDGE ROAD 0 WOODBRIDGE ROAD z DETAI sit Know what's below. a Call before you dig. SCALE: 1 " 20' 4 IMHAP N.T.S. -, m 1895