|
ITEM PROJECT DESCRIPTION JOS ADVANCED DESIGN
<br /> STATUS GROUP'S PROJECT No.
<br /> O
<br /> (BUILDINGIQFT FILTER PERMIT No PRESS BP 1001710} G --------- APPROVED 10031. H �+
<br /> Fl ---- 1
<br /> 1
<br /> ! OF2 59,467 GALLON EIRE WATER STORAGE `DANK ---------------- APPROVED ------- 10044
<br /> (BUILDING PERMIT No. BP-1001961) o
<br /> a �1
<br /> PRODUCTION BUILDING ADDITION ------------------------- PROPOSED ------ 16013A z
<br /> 1 q 1 ril (BUILDING PERMIT NO. }
<br /> 1 ? E11 1 ,fl
<br /> � 1 �I P1 PRESS #7 & #8 ADDITION -------------------------------- APPROVED ------ 12015 Q �. o O o
<br /> Q q EXG PROCESS WASTE ` {BUILDING PERMIT No. BP-1201214)
<br /> 1 F, 0 HOLDING POND I , � Q
<br /> 1 a W 1 1� T1 TANK FACTLTTY PLATFORM ADDITION ---------------------- APPROVED ------ 11018
<br /> q o (BUILDING PERMIT No. BP-1100965) o
<br /> EXG PROCESS WASTE
<br /> I w HOLDING POND 1,� c��1 TANK FACILITY ADDITION (TANKS #2221-#2228) r< cd
<br /> 1 rn fin? o,l T2 (FOUNDATION PERMIT No. BP-1201730) ---------�----------- APPROVED ------ 12044 0 � �: ", � � �
<br /> rnl Ip `c (PIPE RACK PERMIT No. BP-1202513) --------------------- APPROVED --------- 12055
<br /> EXG PROCESS WASTE (PLATFORM) ------------------------------------------- PENDING ------- 12055A j<
<br /> HOLDING POND
<br /> 1 I IN I �� TANK FACILITY ADDITION v I
<br /> (FOUNDATION PERMIT No. BP-1400423, TANKS #700-#743) APPROVED ------ 12016A
<br /> EXG PROCESS WASTE EXG PROCESS WASTE al n (PIPE RACK PERMIT No. BP41400924, TANKS #700--#716, x
<br /> w HOLDING POND w HOLDING POND Ga 0 1 #723 #726, #732-#735, #742 & 4743) ------------------- APPROVED ------ 12016B
<br /> 1 > N H o 1 " 1 (PLATFORM, TANKS #700-#716,
<br /> 1 1 1 #723-#726, #732-#735, 0742 & V43) 0 12016C o �t
<br /> 1 (PIPE RACK PERMIT NO. BP-1504412, TANKS #727, #72B,
<br /> z #730, 4731, #736, 4737, #740 & #741) -------------------- APPROVED ------ 15035A � ;� `•
<br /> y (PLATFORM, TANKS #727, 4728,
<br /> 5:1 #7 ----__-_____
<br /> 1 Q S24°00'00"W #730, #731, #736, #737, 40 & #741) ---------------------- 15035B
<br /> 0
<br /> 1 F2 ' 1 10.58' a a
<br /> H
<br /> 00, PROJECT LISTING
<br /> 'li3j 00
<br /> 0 o a v
<br /> w
<br /> EXG 1 o z g _ 1U
<br /> 1 C} FH FHG EXISTING N04 H k,
<br /> BUILDING I 1355 0-� o Q Q o a 4,
<br /> 6.90 E z w
<br /> EXG GRAVEL I
<br /> ® 1 EXG SITE , ,_EXG 04-757'
<br /> w EXG ROTARY Ti PAVEMENT FH 113.x0 ' EXG PROPANIE w �SSt
<br /> FERMENTERS I TANK
<br /> O1 Q EXISTING DUMP i 0.0.. .. EXG SITE0TMPROVEMENTS PRIOR TO UP-99-1 W
<br /> HOPPERS. 0PAVEMENT w
<br /> 57.00' 1 `.. (REFER TO ADG S PROJECT #98-083) ; ---------------------- 101, 906 SQ FT. `00 0c
<br /> 0 c '.:-_
<br /> a _
<br /> 1_ IMPROVEMENTS UNDER UP-99-1 PRIOR TO 04/01/09 DEADLINE; �
<br /> o' o � rz0 (REFER TO ADG'S PROJECT #05-027) ; --------------------- 0 SQ FT.
<br /> 1
<br /> CD
<br /> o000 Q
<br /> F1 ul 1 IMPROVEMENTS UNDER LIP-99-1 AFTER 04/01/09 DEADLINE; o
<br /> MI 4? °a W xc 0 c
<br /> 1N PROJECT ADG NO.
<br /> 0 ! F1 ---------- 10031 -------------------------------- 4, 845 SQ FT.
<br /> 0)1 10 C 3 C
<br /> EXISTING �3; F2 - 10044 0 SQ FT
<br /> ® 1 H I . R. B .W. o q L' ---- ----- 1b013A -------__---_____---- _-----____-- 4 998 S FT.
<br /> N0 . 13 Ib Pl ---------- 12015 _-w------------------------------ 0 SQ FT.
<br /> a �
<br /> 000 __________ -_______----____________________
<br /> 1 H , T1 11018 0 SQ FT.
<br /> a
<br /> EXISTING w — — — — — — — — — — ---- — — � T2 ---..�,_____ 12044 ---___. .......�.__-•-__----------------- 0 SQ FT. �
<br /> EXG DIRT DRIVE L 1 0 A' T3 ---------- 12016A 0 SQ F'T. a � I� I--I
<br /> CONCRETE
<br /> SLAB. EXISTING0 1 TOTAL = 9, 843 SQ IT. E Q
<br /> PRESSES 1 O
<br /> (�
<br /> EXISTING 10 w EXISTING w, o GROWTH RATIO = 9, 843 / 101, 906 = 0.097 < 0.25 ACCEPTABLE. >-I F-4
<br /> 1 I CONCRETE z F-4 z� z
<br /> w I STAB. � CELLAR #2 �.
<br /> ulu **** NOTE; SQUARE FOOTAGE IS BASED UPON ROOF D4 AREA. **** �
<br /> EXISTING H z q.
<br /> ® CONCRETE I Q _ d. o H{ Q
<br /> 0 UNDEVELOPED A:cEA SL04 AB. 1 — — — �, — — —�— _ — — w0, � H O O
<br /> z
<br /> Q U P�
<br /> 00000 EX 1 0� ,�
<br /> EXG MCC-2 G I 0 0,. �J H Q
<br /> �1
<br /> — I ! ELEC PANEL € SHERRY II .R BGW. Q °' �
<br /> EXG ELEC 00 HOUSE I Exp. ° H D
<br /> s ! PANEL. o o U'
<br /> I FH �J' � (IQ F1'
<br /> WB P1 EXG 1 00 a 1 I-q
<br /> UNDEVELOPED AREA i 1 WELL o % w r-�
<br /> o % x
<br /> o EXG SITE H O W
<br /> o H
<br /> © ---REFER TO SHEET 3 FOR SITE PLAN _ ® c Z 0I o I PAVEMENT % o EXG z
<br /> OF THIS AREA. -q F, U O EEAXDG.ICENTRIFUGE % WELL E-I O
<br /> ---REFER TO SHEET 4a FOR SITE , T2 o g000c} U
<br /> U 1 O EXISTING D U) O
<br /> GRADING & DRAINAGE PLAN OF THIS , 0
<br /> �, 1 O r� , Q Q O
<br /> AREA. -, W W O FERMENTING 8000000 , F_q
<br /> x O
<br /> ---REFER TO SHEET 4b FOR SITE EXG GRAVEL CELLAR \ H (Y O �--I
<br /> 1
<br /> 000
<br /> ` �UNDERGROUND PLAN OF THIS AREA. EXG coNc oo x
<br /> ---REFER TO SHEET 5 FOR ' TM- ® I PAVEMENT a ; H
<br /> of —,- o ORM
<br /> , EXG SEPTIC ' o I - - - - - - - - - - - - - - - - - - - - - O lTOPOGRAPHIC SURVEY OF THIS AREA. _ ��_ � TANK SYSTEM. a' 11 . .
<br /> z ' EXISTING �s H O
<br /> UNDEVELOPED AREA � -` ��()#�. 1 i W H
<br /> CELLAR 1 �� O H
<br /> _. . .... .... � fir`
<br /> EXG LEACH ' [ o o W tai E-i
<br /> i FIELD AREA OP x i w a
<br /> w w EXISTING000-.-•-...�- O000 ���o • �'s H r7 W U
<br /> o Q OFFICE w 0
<br /> ��' d `6;, o Pia '�S O
<br /> 1
<br /> w O a
<br /> s EXG `r'i`p w
<br /> 1 SOUTH FHG QHG • + • •• • ■ ■ ■ • • ■ • s • ■,i•Fi ■ • • ��' �, W
<br /> SOUTH 766.5e ' � --ExG SUGAR ------ -- _ -_ --.---__ --_--'-�-- -- ------------ -- -- _-�` - __ __ -- -- -- . -- -- �
<br /> ' TEST STAND EXG SLIDING GATE. SOUTH 655.09 0 REV DATE BY
<br /> - - - - - - - - - - -FURRY ROAD- - - - - - - - - - - - D D
<br /> H
<br /> FLOOD ZONE FLOOD ZONE A.
<br /> - THIS SIDE OFF THIS SIDE OFF
<br /> - - - - - - - - - _ - - - - - - - - - _ _ _ _ - - _ FLOOD LINE. FLOOD LINE.
<br /> w
<br /> x
<br /> H
<br /> S _
<br /> DRAWN BY: BAO
<br /> w CHECKED BY: FH
<br /> a
<br /> DATE: 07/25/16
<br /> w
<br /> NOTE; a SCALE: AS NOTED
<br /> H
<br /> 1. AT START OF CONSTRUCTION; CONTRACTOR IS TO REVIEW U
<br /> KEY SITE PLAN PROJECT
<br /> / FIELD VERIFY EXISTING CONDITIONS FOR COMPLIANCE WITH NOTE: THIS SITE PLAN IS FOR THE CONSTRUCTION OF THE �
<br /> NTHE REQUIREMENTS OF THE PROJECT. PROPOSED PRODUCTION BUILDING ADDITION, PROJECT "P", z
<br /> SCALE: 1" 60.0' IN COMPLIANCE WITH THE PROJECT`S USE PERMIT a
<br /> APN: BK 061, PG Tb, PARCEL 26 2. THE PROJECT IS LOCATED IN FLOOD ZONE "X" OF FEMA APPLICATION NO. UP-99-1. ALL OTHER REMAINING U 16013A ,
<br /> 73.35 ACRES MAP NUMBER 06077C0330F. PROJECTS NOTED ON THE PROJECT LISTING TABLE ARE TO BE
<br /> �1
<br /> UNDER A SEPARATE PERMIT.
<br /> z
<br /> R SHEET NUMBER
<br /> H
<br /> 2
<br /> NOTE ; VERIFY WITH SAN JOAQUIN COUNTY ' S APPROVED PROJECT ' S
<br /> -�
<br />
|