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z <br /> k S <br /> 1 <br /> 1 <br /> 3 <br /> EN <br /> IN <br /> 15.37 �t <br /> t <br /> G EE <br /> RIN <br /> . e <br /> 4 < <br /> .,....� O \ I\ � 1 I �� ..+...:.:T S. H,t P. �<,�. ;tr`>'� � y.$` .., r <br /> of S89 58 49 E 175.12 4 • c • <br /> 1242 DUPONT COURT <br /> 4 > <br /> g, j <br /> MANTECA , CA 95336 <br /> STORM DRAIN RETENTION BASIN <br /> ( 2 09 ) 239 - 6229 <br /> TEL <br /> �":� � ►. 1 �,�n 4:1 SIDE SLOPE / _� r� <br /> ` <br /> W 0.23 AC-FT / ( 209 ) 239 - 8839 <br /> RI ® FAX <br /> a <br /> er �� 5' DEEP <br /> On <br /> \ b <br /> Q�OFESS/pN� <br /> 7 <br /> 2 <br /> Ifs o A <br /> / <br /> � Tz <br /> / <br /> No.C54088 <br /> , <br /> EXP.12 31-23 <br /> I g cf' �P <br /> CI IL <br /> r <br /> � u <br /> ..r <br /> V <br /> rels ' <br /> 2 � <br /> 9 <br /> nr <br /> E <br /> � of cA <br /> i kaF <br /> S>, <br /> a'•. <br /> APPROVED: <br /> s. <br /> 4�< <br /> a' <br /> s,s <br /> S§ ' <br /> �s <br /> E <br /> W <br /> , <br /> s <br /> -11M <br /> m <br /> NIIV <br /> =' <br /> i mss, <br /> s'° a <br /> / r <br /> 0 <br /> r. <br /> _ <br /> r <br /> <E <br /> ry <br /> x <br /> v" <br /> t. <br /> Y <br /> .(,rra <br /> x. <br /> a,. <br /> I <br /> e <br /> e e e <br /> > w t t <br /> m <br /> „ <br /> `... b <br /> > <br /> PLAN REVISIONS <br /> V Ca <br /> Xo .. ..H ,a, s, <br /> >R CC ;: NO. DESCRIPTIONS DATE <br /> - r <br /> / f <br /> C <,_ : % j. 0 <br /> �`� 8�• 753 .68r �3 'E'.'�' 1, 0� � {.. �" <br /> 3 <br /> rt <br /> t <br /> " <br /> 7 <br /> x <br /> �w <br /> a <br /> 0r <br /> H <br /> ; 9 = <br /> i <br /> P <br /> �• < of � 50.. <br /> W <br /> a <br /> N <br /> ¢: <br /> 0 <br /> E .�y <br /> H <br /> < <br /> r , � <br /> „ <br /> < <br /> s <br /> ,r <br /> , <br /> t <br /> a <br /> d y� <br /> fi <br /> a` <br /> M <br /> E <br /> d <br /> , <br /> H <br /> .. _ 5$29 E 133.95',,j, <br /> e? tO a <br /> x W <br /> tr) tri <br /> N r" <br /> - <br /> , <br /> t� <br /> „ <br /> "r <br /> e <br /> EX. BILLBOARD <br /> < <br /> s <br /> °39'04cc' <br /> LAY z" <br /> F e <br /> < <br /> t <br /> in <br /> 3 J < <br /> F <br /> qq <br /> a , <br /> a <br /> e nVM' <br /> ,fir <br /> n,�v"2'.'. 1. <br /> ,r.., Yl .:... <br /> �u J <br /> xi <br /> y <br /> tLLI <br /> 0 20W V1 <br /> 3 <br /> Y <br /> 4T <br /> 10 40 <br /> lu <br /> 9 ry <br /> W1_ <br /> ROTH ROAD,, <br /> � a <br /> LEGEND O <br /> SITE PLAN INFORMATION VICINITY MAP W <br /> NOTESp L- <br /> ' W <br /> DESCRIP-KION <br /> # �� EXISTING PAVING � _ <br /> PROJECT LOCATION: 11100 S MANTHEY ROAD & O <br /> 9e � a <br /> 11140 S MANTHEY ROAD O (N) 6" CONCRETE CURB TYP. 2 <br /> LATHROP, CA 95330 <br /> sy ASPHALT PAVING 0 <br /> z O (N) 6" CURB WITH CURB OPENINGS @ 10' O.C. 0 <br /> T <br /> r <br /> ZONING: (IW) WAREHOUSE INDUSTRIAL 4 p O (N) PARKING LOT AND SECURITY LIGHTING. DIRECT RAYS SHALL BE CONFINED TO THE PREMISES, TYP. <br /> o -0 <br /> D LANDSCAPING O <br /> EXISTING USE. LIMITED INDUSTRIAL W O4 (N) 40'-0" COMMERCIAL DRIVEWAY PER SAN JOAQUIN COUNTY STANDARDS r <br /> �2 U (� <br /> Z 6-FOOT CHAIN LINK <br /> PROJECT DESCRIPTION: PROPOSED IMPROVEMENT TO SITE a —X X x— FENCING WITH 3 STRAND <br /> BARBED WIRE ABOVE <br /> FOR TRUCK PARKING <br /> Lu 7.50 42.50 , <br /> ~ o- 0 0 5-FOOT CHAIN LINK FENCING <br /> DOWNER'S INFO: DEHAL INC. sITE I 3.00 35.50 DRAINAGE DIRECTION <br /> co ROTH ROAD 0.00 <br /> APPLICANT INFO: INDERJIT SINGH DEHALW SECURITY LIGHTING <br /> 2404 LOTUS WAY ? O O O O Know what s below. <br /> Call before you dig. <br /> TRACY, CA 95376 3.00 12.50 a811 / 800-227-2600 <br /> WB-50 TRUCK TURNING <br /> WB-50 TEMPLATE <br /> ASSESSOR'S PARCEL #: 193-330-22 & <br /> feet <br /> 193-330-16 Tractor Width 8.00 Lock to Lock Time : 6.0 JOB NO.: 21-116 <br /> Trailer Width 8.50 Steering Angle : 17.7 DATE: 3/30/2022 <br /> TracAREA: 0.16 + 0.5 = 0.66 ACRES Trailer Track r Track 8.500 Articulating Angle : 70.0 <br /> SCALE: AS SHOWN <br /> DR. BY: MEJ/SLS <br /> PROPOSED PARKING: 10 TRUCK (12' X 70' TYP.) <br /> . DE <br /> GENERAL NOTES: <br /> WATER: N/A - ALL CIVIL IMPROVEMENTS WILL BE DESIGNED AND CONSTRUCTED SHEET NO. <br /> SEWER: N/A USING THE LATEST SAN JOAQUIN COUNTY STANDARDS. <br /> STORM DRAINAGE: PRIVATE ON-SITE RETENTION BASIN - ALL STORM DRAINAGE SHALL BE RETAINED ON SITE. <br /> OF 1 SHEET <br />