Laserfiche WebLink
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 />