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12"W - - - -10"W - - - Q m I 1 I '7 I I -00 >- x x X f 89'4O'5,Q"E 1172.36'.-.-.--.- 00 _ � x x x x x x x x x x - - - -0 FHS - 0 W0. 4 I 1 „W 0 - - - - o \7 1 10" WATER MAIN x x x x x x1 " 1 L x EXISTING PARKING I EXISTING 1 (9' X 20') I CONCRETE N EXISTING PAVING I - - - - - - - - - - - - ir - - - - - - - - - - - - - xl o EXISTING PARKING I I N EX X 19') I - - - - - - - -12"p - - - - - � I x x 150' EXISTING LIGHTING o DESIGNATION , BUILDING S o EXISTING PARKING o 10' w d I PROPOSED ADDITION 6,000 S.F. (9' X 20') I 0 1 � I � � w z I I I I I I I STORM WATER RETENTION POND I x x 0 � 24"D I I I 11 2 I, I X O I o A I H w I I EXISTING PRODUCE I EXISTING PACKING BUILDING L -1- � z 1 o F" I EXISTING PAVING I } � � � 7 PACKING BUILDING FINISH FLOOR ELEVATION 62.05 X - - - - - - - - - - - - - - - - - - - - - - - - - - Q 24,534 SQ. FT. EXISTING 22,608 SQ. FT. I I I w 1 x x x x x x x x x O CONCRETE 10„W 1 „W FIRE HYDRANT x Q I I I I 14 10"D I EXISTING 6 I EXISTING PARKING (4)\q I EXISTING CONCRETE EXISTING PARKING (4) (10 X 20 ) MECHANICAL - - - - - - _ _ I (10' X 20') EXISTING PARKING 13 ~ ROOM (10' X 20') x AC 3" DOMESTIC WATER SERVICE I ' p 1 �`L I � PER CITY OF LODI STANDARDS EXISTING AMMONIA I EX. 12 SD� VESSEL LOCATION I o U I , I EXISTING Q 61 i EXISTING 6,000 GAL i ELECT. & MECH. ( H.C. VAN EX. CONCRETE � D � AMMONIA DIFFUSION VESSEL 1 � I ACCESSIBLE EXISTING PARKING (12) (2 H.C.) x � � B o EXISTING STING COLD I SPACE (10' X 20') C I DRAIN LINE _ EXISTING EXISTING COLD STORAGE BUILDING 1 I 1 N I EXISTING EX. COVERED AREA COLD BOX I FINISH FLOOR ELEVATION 62.05 EXISTING I 5' STORAGE BUILDG. - - - - - _8„p- - - - - ASPHALT zI COLD STORAGE 5,938 SQ. FT. 5,258 SQ. FT. I 19,743 SQ. FT. CONCRETE o 101 I DRIVEWAY BUILDING I RAMP i FINISH FLOOR ELEVATION 62.05 20' O w 6,339 SQ. FT. 210 0 I 8 , I 14,575 SQ. FT. K I - U N I EX. REFRIGERATION UNIT \ I I i DOWNSPOUTS O o I I I EXISTING DRY I BUI ING R 15 U) I \\ I� 0'�I 106' I PRS OSED 40' \ 0 779 SQ. FT. I I STORAGE I AD ITION \ ' ' i \ ► 9, S.F. o V I EX. FORK WAREHOUSE I 0 BUILDING 0 0 -< 0 25' x ~ \ 8 D I LIFT GARAGE d> E \ $ EXISTING PARKING O 1 Z 32,200 S.F. o °N°- U I EX. TRUCK o �- - x-�._ _ _ _ _ - (9' X 20') �� 11,875 SQ. FT. I SEPTIC TANK N EXISTING FR EX. STORAGE - I 8"p _ 1 x LOADING DOCK EXISTING \ X - - - 10"W - - - - '�- - - - - - _ �� L 103 1 COLD BOX \ 360 SQ. FT. -� - - - - - 12"D - - - - - 1 1 ' \ EXISTING COLD EXISTING CONCRETE I I 129' 6,072 SQ. FT. \ x i 95' 1 - - - - - -4-1 ^ EXISTING PAVING STORAGE BUILDG. - - � - - - - - " - - - - - 200 x _ u - I EXISTING PARKING 21,624 SQ. FT. �' 8 D I i m (9' X 20') I I I EX. CONCRETE LO 102 i BUILDING Q � I a� PROPOSED BUILDING P Lq N89'56'40"E 90.00' I I ADDITION I i Ln Q0 � 10,153 S.F. o xl U EXISTING GATE I 99532 S.F. r I I I I 155.00' x W Licf� LJ 1 0 o I i I 8' WIDE I EX. GATE EXISTING PAVING o o x x x LANDSCAPE t o 61-21 BUFFER r r T CONCRETE WALKWAY I Ln x CID FUTURE I I I LEACH FlELD FUTURE I a c I� I LEACH FIELD7 106 I I I EXISTING LEACH FIELD EXPANSION O EXISTING I I EXPANSION ^ ^ 6,698 SQ. FT. i �� 0 I I IVI i i i FIRE HYDRANT x HOUSE I N N I 1 EXISTING I x 3,392 SQ. FT. i i i EXISTING LAWN �v '� w m w EXISTING LAWN I I /� I W ITO t o o f I LAWN I I I 2S' I C� --L O I , , I EX. 25 IMPROVED EX. 40' TWO WAY �z z I I I � I--I TWO WAY DRIVEWAY DRIVEWAY I I 40 I I I mcn BENCH MARK: � I� � � EX. 40 TWO WAY EXISTING CYCLONE FENCE ' 10-01 W 13 TOP OF 3/4" IRON1 I DRIVEWAY b b i 1,.a4 � '� O PIN ELEV.= 61.72 I x x x x x EX. 11 x LANDSCAPE AREA x x h ® w w U.S.G.S. DATUM °� �� Qii x N89'56'40'$E 215.00' I N89'56'40"E 867.37' x x x �-+ - - - - - - - - - - � - PINE - - - � - - - STREET - - - - - - - - - P�4 cn _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING 60' R W / EXISTING � A B B R E V I A T I O N S L E G E N D � cn EXISTING BUILDING TABULATION PROPOSED o INV. INVERT CONCRETE THRUST BLOCK BUILDINGS PARKING TABULATION FH FIRE HYDRANT VALVE A) 24,534 SQ. FT. P PAVING 12"D STORM DRAIN B) 6,339 SQ. FT. "Q" 9,532 SQ. FT. EXISTING: 142 SPACES / 3 H.C. C) 5,938 SQ. FT. "R" 9,068 SQ. FT. C CONCRETE 10"W WATER MAIN D 5,258 SQ. FT. "S" PROPOSED: 0 SPACES S 6,000 SQ. FT. REQUIRED: 128 SPACES e SANITARY SEWER CLEANOUT E) 6,072 SQ. FT. W WATER D STORM DRAIN 0 MAINTENANCE HOLE F) 360 SQ. FT. A.C. ASPHALT CONCRETE ® STORM DRAIN CATCHBASIN G) 779 SQ. FT. SEE DETAILB H) 22,608 SQ. FT. DATE S � TE P LA N- A.B. AGGREGATE BASE 2e 1) 19,743 SQ. FT. 12/14/10 TREE STDS. STANDARDS J) 14,575 SQ. FT. NOTES DRAWN BY FIRE HYDRANT FH K) 11,875 SQ. FT. GR SCALE: 1"=40$ HDCP. HANDICAP <� UTILITY POLE W/ GUY L) 21,624 SQ. FT. 1. ALL PARKING AND SECURITY LIGHTS ARE EXISTING. CHECKED BY SPECS. SPECIFICATIONS �. .- CHAIN LINK FENCE M) 3,392 SQ. FT. 2. NO NEW SIGNAGE. MQ £ ELECTROLIER N) 6,698 SQ. FT. JOB No. � 0) 32,200 SQ. FT. 2010-224 BUILDING LIGHT PARKING LIGHT P) 10,153 SQ. FT. SHEET 192,148 TOTAL SQ. FT. 1 © QUARTAROLI & ASSOCIATES, INC., 2010. ALL RIGHTS RESERVED of I SHEETS