|
NOTE;
<br />1, AT START OF CONSTRUCTION; THE PROJECT'S '
<br />CONTRACTOR IS TO REVIEW ALL EXISTING CONDITIONS
<br />ALONG WITH FIELD VERIFY / EXPOSE ALL ELECTRICAL
<br />/ SEWER / WATER / GAS TIE-INS TO VERIFY THEIR '
<br />EXISTING LOCATIONS, SIZE AND INVERT FOR
<br />COMPLIANCE WITH THE REQUIREMENTS OF THE PROJECT.+-+-+---+��--�
<br />EXISTING
<br />wi 0
<br />I
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<br />2. THE NOTED PROPOSED TRAFFIC RATED SEPTIC
<br />a4 OFFICE
<br />u) BUILDING
<br />I
<br />TANK & LEACH FIELD ARE TO BE INSTALLED IN
<br />DESIGNATES
<br />I
<br />COMPLIANCE WITH THE SAN JOAQUIN COUNTY'S HEALTH
<br />RIA I { '
<br />P®c�ns�n
<br />CONCRETE
<br />DRIVEWAY.
<br />DEPARTMENT BY A QUALIFIED / APPROVED CONTRACTOR.
<br />®
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<br />I '
<br />NOTE THE FOLLOWING;
<br />der r
<br />i
<br />H
<br />a) RECONFIRMING 12/08/15 PHONE CONVERSATION
<br />WAREHOUSE o
<br />MAIN THAT IS TO DISCHARGE DIRECT TO LEACH FIELD
<br />WITH MR. ROBUSTELLI, WINERY MANAGER,., E
<br />�lpLQY' S- DURTtJ^� TaARVEST 50
<br />®
<br />DESIGNATES
<br />DISTRIBUTED OVER (3) SHIFTS..
<br />50 EMPLOYEES UTILIZING 15ul�t�
<br />!
<br />I
<br />BASED UPON
<br />I
<br />O
<br />ALLONS EM O GALLON
<br />�t � ALA^xv
<br />SEPTIC TANK IS REQUIRED. OWNER REQUESTS
<br />SEWER PLAN, SHEET 21, FOR CONNECTION TO
<br />H
<br />®
<br />A MINIMUM 2000 GALLON SEPTIC TANK TO BE
<br />AN
<br />EXISTING
<br />INSTALLED. REFER TO PLUMBING SEWER PLAN,-
<br />'
<br />PROPOSED SUMP PUMP SYSTEM. PROVIDE MINIMUM 24"
<br />SHEET P1, FOR SEPTIC TANK SPECIFICATIONS.
<br />c) THE LEACH FIELD IS DETERMINED TO BE OF
<br />G
<br />SILTY SAND TO 10' DEPTH BASED PON TIjE�---�
<br />q7 f
<br />Wo
<br />^
<br />0 EXG
<br />PROJE 'S GEOTECHNICAL REFOF CALCULATED
<br />'
<br />PP I
<br />,,,___ ACH FIELD IS [ (7.200 GALLON BTC + 750
<br />a F
<br />�I
<br />GALLON ADF)0.200SF] = 39OFT K 40OFT
<br />' EXG FENCE.
<br />PROPOSED. THE LEACH FIELD IS TO BE 2'
<br />I
<br />PUMP
<br />WIDE x 100' LONG FOR EACH LINE, TOTAL OF
<br />co
<br />I
<br />(4) LINES.
<br />i
<br />I
<br />' l
<br />TANSROPANE
<br />TANKS.
<br />IV> >
<br />� ' EXISTING LANDSCAPING
<br />MAY 2 9 2020
<br />� H
<br />ENVIRONMENTAL HEALTH � I W w
<br />w�
<br />PERMIT;SERVICE=S ' I
<br />CrCLV-k2�0 C5
<br />Pkr~m I
<br />j
<br />EXISTING
<br />oEXG EXISTING CONCRETE
<br />�Q� ! PPI LANDSCAPING DRIVEWAY.
<br />Z 14
<br />N.
<br />SITE PLAN
<br />SCALE: 1" = 40'
<br />EXISTING
<br />wi 0
<br />I
<br />c7
<br />w
<br />" EXISTING
<br />LEGEND
<br />a4 OFFICE
<br />u) BUILDING
<br />EXISTING
<br />MAINTENANCE
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />RIA I { '
<br />P®c�ns�n
<br />CONCRETE
<br />DRIVEWAY.
<br />DESIGNATES A 3" SCH 40 PVC SANITARY SEWER FORCE
<br />®
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<br />c�
<br />0
<br />EXISTING o
<br />der r
<br />i
<br />H
<br />WAREHOUSE o
<br />WAREHOUSE o
<br />MAIN THAT IS TO DISCHARGE DIRECT TO LEACH FIELD
<br />®
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />CATCH BASIN.
<br />AREA
<br />I
<br />O
<br />W
<br />�t � ALA^xv
<br />------3"SSFM- ---►
<br />SEWER PLAN, SHEET 21, FOR CONNECTION TO
<br />H
<br />®
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />TRUCK DOCK FLOOR DRAIN.
<br />PROPOSED SUMP PUMP SYSTEM. PROVIDE MINIMUM 24"
<br />NOO°38'30"E 464.390'
<br />G
<br />q7 f
<br />Wo
<br />^
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />a F
<br />�I
<br />FOR COMPACTION REQUIREMENTS OF TRENCH.
<br />FILTRATION
<br />C o� U
<br />PUMP
<br />#1 (DUPLEX) STATION.
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<br />W
<br />O] 2 o'�
<br />C L) Cl 0
<br />CD
<br />3
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<br />DESIGNATES
<br />AN
<br />iccc
<br />= m o W _
<br />_
<br />tigcu D
<br />-- --—
<br />O
<br />DESIGNATES
<br />>z��G
<br />C cu o aCD
<br />1
<br />EXISTING
<br />TRUCK DOCK SUMP PUMP #3.L
<br />DESIGNATES AN EXISTING SEWER LINE WITH SIZE
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<br />C w� p,
<br />Z
<br />¢rn�-
<br />mN
<br />®
<br />DESIGNATES
<br />AN
<br />N
<br />cn a r a EXG I
<br />LJJ U p s iL' ° P P I
<br />^tel
<br />00
<br />Lu
<br />O
<br />--EXG 12"SST�
<br />DESIGNATES EXISTING OWNER'S IRRIGATION LINES.
<br />I - _
<br />LU Z
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />ROCK WELL.
<br />N ❑ o
<br />❑ f
<br />+
<br />, 2 0. w
<br />-EXG 8"FW
<br />DESIGNATES AN EXISTING FIRE WATER LINE WITH
<br />UNDEVELOPED w
<br />DESIGNATES
<br />/
<br />EXISTING
<br />PROCESS DRAIN MANHOLE.
<br />SIZE NOTED.
<br />AREA 0
<br />D f
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />HANDICAP PARKING STALL.
<br />L
<br />DESIGNATES AN EXISTING PROCESS DRAIN LINE WITH
<br />N
<br />-
<br />i T EXG 10"PDQ
<br />SIZE NOTED.
<br />o
<br />DESIGNATES
<br />I' J
<br />EXG PG&E SITE'S TRANSFORMER.,
<br />EXG 24'
<br />SLIDING
<br />DOUBLE
<br />GATE.
<br />EXG E
<br />DESIGNATES AN EXISTING BURIED ELECTRICAL LINE,
<br />UNDEVELOPED
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />LIGHT POLE.
<br />I
<br />wq I
<br />EXISTING CONCRETE DRIVE
<br />' I _
<br />EXG I
<br />o
<br />I
<br />'
<br />L-- ----- -----------
<br />---------aaawar-_a...-----
<br />N.
<br />SITE PLAN
<br />SCALE: 1" = 40'
<br />oEXG AREA UNDEVELOPED EXG C DESIGNATES AN EXISTING BURIED COMMUNICATION
<br />pp AREA )D DESIGNATES AN EXISTING FIRE HYDRANT. LINE.
<br />NOO°08'00"E 1018.090'
<br />EXG ELECTRICAL
<br />SWITCH GEAR. EXISTING CONCRETEEXISTING CONCRETE EXISTING CONCRETE CHIP
<br />EXG EXG EXG SEAL
<br />3
<br />0 oPP Opp PP T15:Do T150
<br />0
<br />C( T1 (3) EXG 100'
<br />LEACH LINES.
<br />a T! K. EXG SITE :❑� ... ❑ OC
<br />❑ CHIP }EXG 24' DOUBLE
<br />° PAVEMENT ❑ SEAL ELIDING GATE, o
<br />EXG WELL,
<br />❑ � G
<br />00 oc()DoT19 T1 -� - -
<br />�j�EXG WATER
<br />(1"T1 / TANKS. EXG CONCRETE. EXG CONCRETE. EXG CONCRETE. -
<br />CIO U Il1l.��EXG WELL. EXG SITE
<br />PAVEMENT EXG CONCRETE
<br />6 SLAB. _ • EXG CONCRETE EXISTING
<br />® ® G ® ® ® ® ® EX ( PAVEMENT
<br />ol ® ® C G SEPTIC L1
<br />ol EXG CONCRETE TANK.
<br />• r ® _ ® • SLAB. • ® re',
<br />i 35.66' -90,58' , O I a,
<br />■EXG CONCRETE Ml ® � WORK 5i,AB, P4 P3 r®fr?❑fw
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<br />EXG CONCRETE L - ..� - - - - EXG CONCRETE ® ; e6.42
<br />® EXG CONCRETE 11 EXG SIDEWAL w
<br />w c� w
<br />w EXISTING EXISTING ® EXISTING EXG MAIN r�=7
<br />EXISTING ® SWITCH GEAR EXISTING
<br />TANK T12 TANK T1I TANK TANK T1 pROpANE
<br />U ol
<br />FARM FARM FARM � FARM - -
<br />EXISfiING Tp,
<br />-) �l ') �l 2 �. ILLS: 2 MAINTENANCE a /
<br />ch EXG CONCRETE EXG CONCRETE EXG CONCRETE BUILDING Al t� ./ r
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<br />W W 1
<br />EXISTING N or EXISTING ® /r
<br />TANK 13 z EXISTI G 11 EXISTING V TANK 0 TANK T1 ® G�
<br />TANK
<br />FARM o FARM ® FARM �' 0FARM 60.00' EXISTING qi
<br />CONCRETE p+ c�
<br />x SLAB.
<br />EXG CONCRETE W EXG CONCRETE cq7 x
<br />EXG CONCRETE D In XI w
<br />EXISTING0)0 EXISTINGU EXISTING
<br />TANK T13 F RM T1 ® FARM TANK T6
<br />FARM0 10 0 n 01 uo
<br />X L �_
<br />EXG CONCRETE
<br />EXG CONCRETE
<br />w I EXISTING I
<br />E-4 ROOF ONLY
<br />STRUCTURE
<br />EXISTING TB H
<br />EXISTING 0
<br />TANK ®
<br />TANK T13 a,l U
<br />FARM
<br />FARM 0
<br />w ® 1EXG CONCRETEO I
<br />7 )()r u
<br />EXIST111% )
<br />INGT3
<br />TANK
<br />0 ( / \_ L.
<br />FARM
<br />) r 0EXISTING
<br />TANK T3
<br />FARM
<br />85.00' v EXG CONCRETE
<br />EXG CONCRETE L -j F EXG CONCRETE QEXISTING
<br />W 0
<br />w
<br />EXISTING
<br />o TANK T13
<br />� FARM Y-1 0
<br />W EXG CONCRETE
<br />rrNLL
<br />EXG CONCRETI:
<br />® G G
<br />EXISTING
<br />wi 0
<br />I
<br />c7
<br />w
<br />" EXISTING
<br />LEGEND
<br />a4 OFFICE
<br />u) BUILDING
<br />LAWN
<br />MAINTENANCE
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />CONTINUOUS DRAIN.
<br />H
<br />X
<br />DESIGNATES A 3" SCH 40 PVC SANITARY SEWER FORCE
<br />®
<br />w
<br />c�
<br />0
<br />EXISTING o
<br />z
<br />z
<br />H
<br />WAREHOUSE o
<br />WAREHOUSE o
<br />MAIN THAT IS TO DISCHARGE DIRECT TO LEACH FIELD
<br />®
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />CATCH BASIN.
<br />AREA
<br />DISTRIBUTION BOX AS NOTED. REFER TO PLUMBING
<br />O
<br />W
<br />U
<br />------3"SSFM- ---►
<br />SEWER PLAN, SHEET 21, FOR CONNECTION TO
<br />H
<br />®
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />TRUCK DOCK FLOOR DRAIN.
<br />PROPOSED SUMP PUMP SYSTEM. PROVIDE MINIMUM 24"
<br />NOO°38'30"E 464.390'
<br />G
<br />COVER ABOVE TOP OF PIPE, REFER TO SPEC 02000
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />HOLDING BASIN'S
<br />FOR COMPACTION REQUIREMENTS OF TRENCH.
<br />FILTRATION
<br />/ SUMP
<br />PUMP
<br />#1 (DUPLEX) STATION.
<br />co
<br />W
<br />CD
<br />DESIGNATES AN EXISTING MINIMUM 6' HIGH WOVEN
<br />O
<br />Q
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />TRUCK SCALE SUMP PUMP #2.
<br />oo
<br />WIRE FENCE WITH GREEN SLATS.
<br />UNDEVELOPEDAREA
<br />O
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />TRUCK DOCK SUMP PUMP #3.L
<br />DESIGNATES AN EXISTING SEWER LINE WITH SIZE
<br />o
<br />a� T 4"SS ---�
<br />EXG 4SS
<br />NOTED.
<br />mN
<br />®
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />LEACH LINE INLET,
<br />00
<br />--EXG 12"SST�
<br />DESIGNATES EXISTING OWNER'S IRRIGATION LINES.
<br />®
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />ROCK WELL.
<br />-EXG 8"FW
<br />DESIGNATES AN EXISTING FIRE WATER LINE WITH
<br />UNDEVELOPED w
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />PROCESS DRAIN MANHOLE.
<br />SIZE NOTED.
<br />AREA 0
<br />®
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />HANDICAP PARKING STALL.
<br />L
<br />DESIGNATES AN EXISTING PROCESS DRAIN LINE WITH
<br />N
<br />i T EXG 10"PDQ
<br />SIZE NOTED.
<br />o
<br />DESIGNATES
<br />THE
<br />EXG PG&E SITE'S TRANSFORMER.,
<br />EXG E
<br />DESIGNATES AN EXISTING BURIED ELECTRICAL LINE,
<br />UNDEVELOPED
<br />DESIGNATES
<br />AN
<br />EXISTING
<br />LIGHT POLE.
<br />oEXG AREA UNDEVELOPED EXG C DESIGNATES AN EXISTING BURIED COMMUNICATION
<br />pp AREA )D DESIGNATES AN EXISTING FIRE HYDRANT. LINE.
<br />NOO°08'00"E 1018.090'
<br />EXG ELECTRICAL
<br />SWITCH GEAR. EXISTING CONCRETEEXISTING CONCRETE EXISTING CONCRETE CHIP
<br />EXG EXG EXG SEAL
<br />3
<br />0 oPP Opp PP T15:Do T150
<br />0
<br />C( T1 (3) EXG 100'
<br />LEACH LINES.
<br />a T! K. EXG SITE :❑� ... ❑ OC
<br />❑ CHIP }EXG 24' DOUBLE
<br />° PAVEMENT ❑ SEAL ELIDING GATE, o
<br />EXG WELL,
<br />❑ � G
<br />00 oc()DoT19 T1 -� - -
<br />�j�EXG WATER
<br />(1"T1 / TANKS. EXG CONCRETE. EXG CONCRETE. EXG CONCRETE. -
<br />CIO U Il1l.��EXG WELL. EXG SITE
<br />PAVEMENT EXG CONCRETE
<br />6 SLAB. _ • EXG CONCRETE EXISTING
<br />® ® G ® ® ® ® ® EX ( PAVEMENT
<br />ol ® ® C G SEPTIC L1
<br />ol EXG CONCRETE TANK.
<br />• r ® _ ® • SLAB. • ® re',
<br />i 35.66' -90,58' , O I a,
<br />■EXG CONCRETE Ml ® � WORK 5i,AB, P4 P3 r®fr?❑fw
<br />l ,rh o00 o ■_� ® 0 � o
<br />EXG CONCRETE L - ..� - - - - EXG CONCRETE ® ; e6.42
<br />® EXG CONCRETE 11 EXG SIDEWAL w
<br />w c� w
<br />w EXISTING EXISTING ® EXISTING EXG MAIN r�=7
<br />EXISTING ® SWITCH GEAR EXISTING
<br />TANK T12 TANK T1I TANK TANK T1 pROpANE
<br />U ol
<br />FARM FARM FARM � FARM - -
<br />EXISfiING Tp,
<br />-) �l ') �l 2 �. ILLS: 2 MAINTENANCE a /
<br />ch EXG CONCRETE EXG CONCRETE EXG CONCRETE BUILDING Al t� ./ r
<br />,�
<br />w O ,M1 3"ss,FM
<br />W W 1
<br />EXISTING N or EXISTING ® /r
<br />TANK 13 z EXISTI G 11 EXISTING V TANK 0 TANK T1 ® G�
<br />TANK
<br />FARM o FARM ® FARM �' 0FARM 60.00' EXISTING qi
<br />CONCRETE p+ c�
<br />x SLAB.
<br />EXG CONCRETE W EXG CONCRETE cq7 x
<br />EXG CONCRETE D In XI w
<br />EXISTING0)0 EXISTINGU EXISTING
<br />TANK T13 F RM T1 ® FARM TANK T6
<br />FARM0 10 0 n 01 uo
<br />X L �_
<br />EXG CONCRETE
<br />EXG CONCRETE
<br />w I EXISTING I
<br />E-4 ROOF ONLY
<br />STRUCTURE
<br />EXISTING TB H
<br />EXISTING 0
<br />TANK ®
<br />TANK T13 a,l U
<br />FARM
<br />FARM 0
<br />w ® 1EXG CONCRETEO I
<br />7 )()r u
<br />EXIST111% )
<br />INGT3
<br />TANK
<br />0 ( / \_ L.
<br />FARM
<br />) r 0EXISTING
<br />TANK T3
<br />FARM
<br />85.00' v EXG CONCRETE
<br />EXG CONCRETE L -j F EXG CONCRETE QEXISTING
<br />W 0
<br />w
<br />EXISTING
<br />o TANK T13
<br />� FARM Y-1 0
<br />W EXG CONCRETE
<br />rrNLL
<br />EXG CONCRETI:
<br />® G G
<br />MAINTENANCE -
<br />z BUILDING o
<br />EXISTING EXISTING
<br />TANK T8 QD TAANKK T4 ® O N
<br />®W FARM
<br />.0
<br />EXG CONCRETE UNDEVELOPED)
<br />AREA
<br />0
<br />EXG CONCRETE
<br />z
<br />H
<br />EXISTING
<br />wi 0
<br />I
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<br />®
<br />a4 OFFICE
<br />u) BUILDING
<br />LAWN
<br />MAINTENANCE
<br />W
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<br />BUILDING
<br />H
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<br />EXISTING o
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<br />H
<br />WAREHOUSE o
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<br />WAREHOUSE
<br />BUILDING #1
<br />UINDEVELOPED
<br />H [4
<br />U
<br />rn
<br />o
<br />AREA
<br />to
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<br />n
<br />MAINTENANCE -
<br />z BUILDING o
<br />EXISTING EXISTING
<br />TANK T8 QD TAANKK T4 ® O N
<br />®W FARM
<br />.0
<br />EXG CONCRETE UNDEVELOPED)
<br />AREA
<br />0
<br />EXG CONCRETE
<br />z
<br />H
<br />I
<br />I
<br />a
<br />u�
<br />❑
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<br />" EXISTING
<br />EXG CONCRETE
<br />G
<br />EXISTING EXISTING
<br />CONCRETE CONCRETE
<br />EXG ®SCALE Ste. SLAB.
<br />EXG SIDEWALK. G G
<br />:EXISTING Q
<br />LANDSCAPING EXISTING G (D
<br />PROPANE
<br />TANK.
<br />----- ------ 1
<br />----------� c, 00
<br />- - - - A
<br />._... --_....----I �I
<br />(3) EXG 100'
<br />LEACH LINES.
<br />60,00'
<br />EXISTING
<br />CONCRETE
<br />SLAB.
<br />EXISTING
<br />PAVEMENT
<br />EXISTING
<br />® G CONCRETE (D
<br />SLAB.
<br />G
<br />U227.
<br />•
<br />00'
<br />z
<br />EXG w
<br />" EXISTING
<br />®
<br />a4 OFFICE
<br />u) BUILDING
<br />LAWN
<br />w
<br />a
<br />U)
<br />H
<br />X
<br />H
<br />Q
<br />w
<br />----- ------ 1
<br />----------� c, 00
<br />- - - - A
<br />._... --_....----I �I
<br />(3) EXG 100'
<br />LEACH LINES.
<br />60,00'
<br />EXISTING
<br />CONCRETE
<br />SLAB.
<br />EXISTING
<br />PAVEMENT
<br />EXISTING
<br />® G CONCRETE (D
<br />SLAB.
<br />G
<br />U227.
<br />•
<br />00'
<br />z
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<br />EXISTING o
<br />EXISTING
<br />0
<br />WAREHOUSE o
<br />WAREHOUSE o
<br />WAREHOUSE
<br />BUILDING #1
<br />BUILDING #2
<br />BUILDING #3
<br />rn
<br />o
<br />rn
<br />0
<br />0
<br />O
<br />W
<br />EXG SIDEWALK,
<br />EXG 4"SS
<br />EXISTING LANDSCAPING
<br />S00008'07"W 2568.590'
<br />EXG 1500 GAL
<br />SEPTIC TANK.
<br />120.00'
<br />EXG VINEYARD AREA,
<br />EXISTING RECESSED
<br />DRAINAGE AREA.
<br />120.00'
<br />255.00'
<br />EXG HOLDING
<br />FILTRATION / SUMP PUMP
<br />#1 (DUPLEX) STATION.
<br />EXISTING STORM /
<br />PROCESS DRAINAGE
<br />HOLDING BASIN.
<br />0
<br />Qa
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<br />NOTE; VERIFY WITH SAN JOAQUIN COUNTY'S APPROVED PROJECT'S DRAWINGS.
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<br />PROJECT
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<br />SHEET NUMBER
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<br />SHEET NUMBER
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