XX
<br /> ww
<br /> REVISED SITE PLA
<br /> E N G I N E E R I N G
<br /> Q ppb pole -
<br /> m wReceived
<br /> »�_
<br /> - - - - - - - - - - - -
<br /> ®n r ' 1242 DUPONT COURT
<br /> [ a �'P 14 — — — — — — MANTECA CA 95336
<br /> I w — 1°38'00"E 3.93' – — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
<br /> - - — - - — — - - — a°��
<br /> N7
<br /> 131 —1 I q0
<br /> .
<br /> °
<br /> 2 �
<br /> TEL ( 209 ) 239
<br /> - 6229
<br /> f � l�I I �,gg
<br /> L
<br /> .-
<br /> -
<br /> 6229
<br /> oa
<br /> # FAX 209 239 883
<br /> 9
<br /> . . ,� ( )
<br /> -P
<br /> E a
<br /> £
<br /> �-
<br /> . a
<br /> �TYP
<br /> I \
<br /> 12
<br /> QROfESS/p
<br /> 25.964 65' I I I I I ��Q OPN fNso �y
<br /> t
<br /> ,
<br /> _ g 3
<br /> (xi
<br /> 8 P.U.E. 8 No. C540 8
<br /> 19 �• F F�'z��z.
<br /> -31-23
<br /> M sD C 1L
<br /> E
<br /> 80 s yap' °�.F, q �
<br /> � ���;4�„» "� 44t'...a 5:' �`xTMa\xs:�Mt�'c �Yh.• O( (�
<br /> , �+
<br /> o a
<br /> s 110
<br /> APPROVED:
<br /> N � 9 l �R✓;a 'r ,?k,� s,R� av c!.;a < s n>ak.c.
<br /> ^i` � r. t �.. zs,: 3,>�fi � �, as
<br /> o
<br /> o
<br /> � go
<br /> ' 25 - 116 > � ,t£ , '� ��yY��� � ���� �., �.��` ��,a�aa5y. �\ I
<br /> PROPOSED
<br /> 70' 6
<br /> -
<br /> ��� �s I I I ��g
<br /> BUILDING
<br /> 4 �o - a, 20'TYP. PHASE 2 � �i I I STORM DRAIN I i�U,
<br /> O wW o eu (- >� r 5 r I RETENTION I M
<br /> ,� BASIN w I (lw I PLAN REVISIONS
<br /> W r� �� s RIDGE en
<br /> SIDE SLOPE
<br /> -
<br /> -
<br /> 3a )
<br /> Q II Q I (4:1 S D I io NO. DESCRIPTIONS DATE
<br /> (D II �. FT
<br /> �. Y ? '12 I (4.92 AC )
<br /> c > F w I I I
<br /> 0 0
<br /> r= ` � �� � a��j�� �'����� � \- (11' DEPTH) r,
<br /> P; a xraA
<br /> I
<br /> t^
<br /> 0
<br /> ^3
<br /> a I
<br /> s »
<br /> r
<br /> . va o a ,•
<br /> v
<br /> o >
<br /> >v
<br /> 10
<br /> fr
<br /> -
<br /> "r
<br /> 'OO
<br /> s, .-. o o 'h'Si �, ,...,. "'_ .n'..;. ..a,. ?a ice, Z ':•v'a+a -' � C,�,;'€e.S
<br /> w �,.Ep,,'. •:�"£'�"^x?z>. � '9,: .'n:s€ P r•E .E :.� £� ',.�'z+na,' � a a a?'
<br /> g E {
<br /> ?" '.=.1a 3z,,rhe'?-,a'i l 3'-a..•:'
<br /> .�A 3
<br /> �... '-
<br /> 0 0
<br /> .g.,✓E f.^. X C 4 �a... P E 1
<br /> \2 t e. a�` a, �v,`a: �, �s-
<br /> �E, �� �^� �� €3 � � .,� 546.58
<br /> o � ,
<br /> 416.19 � ,��� �� ,?� �� ��.,�.. 10 14 I I
<br /> .. ,. k's� 'e'a P>3 •.zx".�' al, .5'<. ? .FE'%',. 2 '�, \ �.c'.• �c
<br /> f � x
<br /> 3
<br /> ti
<br /> � I (
<br /> E
<br /> 80 '
<br /> A
<br /> �ku
<br /> -
<br /> t+ �
<br /> n
<br /> Zi }}
<br /> sdg � d a
<br /> tix�E,� 3
<br /> � 5p,
<br /> f
<br /> ,
<br /> b
<br /> 1 .
<br /> aF 4
<br /> a�
<br /> TYP
<br /> r.
<br /> ^
<br /> sD
<br /> z. a£
<br /> V
<br /> �a a
<br /> o
<br /> ; } LOCATE AND ABANDON EXISTING
<br /> II
<br /> rn �
<br /> 5 0 17 I J
<br /> iv TYP � � WELL PER SAN JOAQUIN COUNTY I
<br /> II r\? ,a• .J EHD STANDARDS
<br /> — - - - - - - - - - ` - - - - - -
<br /> e — — — — — — — — — — — — — — — — — — — — — — — — — —
<br /> —>— N71038'00"E 1313.82'
<br /> — — —. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — –�
<br /> II - - - - - - - - - I U
<br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br /> • - - - - - - - - TYP 14
<br /> 12
<br /> I 12 i 12 o Z
<br /> IwW ppW 0 50
<br /> I� ONoRr
<br /> i l N 25 100
<br /> Z) z
<br /> SITE PLAN INFORMATION VICINITY MAP
<br /> LEGEND � a
<br /> NOTES ASPHALT PAVING W
<br /> PROJECT LOCATION: 4082 SOUTH STATE ROUTE 99 (�
<br /> EAST FRONTAGE ROAD (�# DESCRIPTION
<br /> STOCKTON, CA 95215 ( 1 ) (N) 6" CONCRETE CURB TYP. DESIGNATED SEPTIC
<br /> SYSTEM AREA
<br /> ZONING: (IL) INDUSTRIAL LIGHT ��� (N)6" CONCRETE CURB AND GUTTER
<br /> ADA PATH OF TRAVEL TO PUBLIC RIGHT OF WAY-99 FRONTAGE ROAD. SIDEWALKS SHALL BE A MINIMUM
<br /> O 4'WIDE CLEAR AND WILL NOT EXCEED 2% CROSS SLOPE. LANDSCAPING
<br /> SITE »- '
<br /> EXISTING USE: VACANT
<br /> O ADA PARKING STALL, UNLOADING & LOADING SIGNAGE PER CBC REQUIREMENTS.
<br /> N: PROPOSED IMPROVEMENT TO SITE a w
<br /> PROJECT DESCRIPTIO �` v��� O (N) LEACH FIELD 15,600 SF
<br /> CONCRETE
<br /> FOR BUILDING AND TRUCK PARKING \
<br /> (N) CONCRETE DOLLY PADS
<br /> G
<br /> OWNER'S INFO: CK BROS. CARRIER INC AND co�N"� �,P� �7 (N) 8'-0" MASONRY WALL PHASE 1 - GRAVEL AT PHASE 2 In
<br /> BUILDING FOOTPRINT LOCATION cV
<br /> SATBI R SI NGH RAI 9�� O8 9'-0"X 20'-0"OFFICE PARKING, TYP. r
<br /> �oG ■ ■ ■ ■ 7' MASONRY WALL O)
<br /> APPLICANT INFO: CK BROS. CARRIER INC AND O (N) WATER WELL AND TANK LOCATION ~
<br /> —zoo � T WROUGHT IRON SECURITY FENCE, a
<br /> SATBIR SINGH RAI 10 (N) COVERED TRASH ENCLOSURE WITH SIDE DOOR SLIDING GATES AND 3' SWING GATES Q
<br /> 16869 GOLD NUGGET TRAIL, a���E 6' HIGH CHAIN LINK FENCE WITH 3
<br /> LATHROP, CA. 95330 �No�S�R�P�- 11 (N) 45'-0"WROUGHT IRON SLIDING GATE. o o- o STRAND BARBED WIRE ABOVE
<br /> \MPER\P�-�P 12 (N)6'-0" CHAINLINK FENCE W ONSITE WATER WELL AND TANK
<br /> ASSESSOR'S PARCEL #: 179-172-560
<br /> Bo��No�P 13 PHASE 2 - PROPOSED BUILDING 215'-0" x 80'-0", 17,200 SF
<br /> W WATER LINE ,
<br /> AREA: 11 .31 ACRES 14 (N) PARKING LOT AND SECURITY LIGHTING. DIRECT RAYS SHALL BE CONFINED TO THE PREMISES, TYP.
<br /> WATER VALVE
<br /> 15 (N)40'-0" COMMERCIAL DRIVEWAY PER SAN JOAQUIN COUNTY STANDARDS
<br /> PROPOSED PARKING: 36 TRUCK STALLS (65' X 15') GENERAL NOTES: SANITARY SEWER LINE
<br /> - ALL CIVIL IMPROVEMENTS WILL BE DESIGNED AND CONSTRUCTED USING THE LATEST SAN JOAQUIN 16 PROVIDE ELECTRIC VEHICLE SIGNAGE. SIGN SHALL STATE: "CLEAN AIR/VANPOOL/ EV PARKING" Know what's below.
<br /> 18 CAR (20' X 9 ) COUNTY STANDARDS. O SD STORM DRAIN LINE Call before you dig.
<br /> 1 VAN-ACCESSIBLE, (PER CBC) - CONSTRUCTION OF SEPTIC SYSTEM UNDER PERMIT BY ENVIRONMENTAL HEALTH IS REQUIRED. 17 (N) CATCH BASIN g
<br /> LEACH LINES SHALL BE A MINIMUM OF 10 FEET FROM STRUCTURES, 10 FEET FROM DRIVEWAYS, 100 ® STORM DRAIN MANHOLE 811 / 800-2272600
<br /> 1 CLEAN AIR/VANPOOL/EV (PER CBC) FEET FROM WELLS, AND 5 FEET FROM PROPERTY LINES.
<br /> - NEW SEPTIC TANK SHALL BE A MINIMUM 5 FEET FROM PROPERTY LINES, STRUCTURES, DRIVEWAYS 18 (N) PROVIDE AUTOMATIC EGRESS GATE
<br /> ■ CATCH BASIN
<br /> AND 50 FEET FROM WELLS.
<br /> - ALL STORM DRAINAGE SHALL BE RETAINED ON SITE. 19 (N) PHASE 1 -GRAVEL @ FUTURE BUILDING, SIDEWALK AND MEDIAN CURB LOCATION JOB NO.: 21-104
<br /> WATER: PRIVATE WELL ® STORM DRAIN MANHOLE
<br /> DATE: 7/1/2022
<br /> SEWER: PRIVATE SEPTIC 20 DEMO EXISTING SIGN
<br /> PROPOSED DRAINAGE DIRECTION SCALE: AS SHOWN
<br /> STORM DRAINAGE: PRIVATE ON-SITE RETENTION BASIN 21 EXISTING SIGN SHALL REMAIN
<br /> � PARKING LOT AND SECURITY LIGHTING DR. BY: KRL
<br /> CK. BY: DE
<br /> 8 TREES
<br /> EXISTING POWER POLES SHEET NO.
<br /> Ex OH EXISTING OVERHEAD ELECTRICAL
<br /> ALONG 99 FRONTAGE
<br /> OF 1 SHEET
<br />
|