Laserfiche WebLink
MATCH EXISTING <br /> PAVEMENT <br /> GURB AND GUTTER MATCH EXI5TING <br /> FL ELEV=61.50 PAVEMENT EDGE OF PAVEMENT <br /> 4 55 FORGE MAIN GENTERLINE ELEV=61.12 EXISTING <br /> INV-6.50 55+00 EXI5TIN6 ROAD DRAINAGE 5HALE <br /> ELEV=10.3± <br /> 12 _ 2% } 2% t 12 <br /> . ..ems <br /> 4 4 <br /> O 0 <br /> -4 -4 <br /> -60 -40 -20 O +20 +40 +60 <br /> 6" AG (TYPE A) OVER „ 6" AG (TYPE A) OVER <br /> 8" AB (GLA55 2) ON 12" EXIST. 1 5D 5" AB (GLA55 2) ON 12" <br /> COMPACTED 5UB6RADE TO 615% R.G. EXIST. 10 WATER LINE INV=0.01 COMPACTED 506RADE TO 615% R.G. <br /> INV=-I.qO <br /> MATCH EXI5TIN6 MATCH EXI5TIN6 <br /> PAVEMENT PAVEMENT <br /> COMMERCIAL DRIVEWAY <br /> FL ELEV=61.24 MATCH EXI5TIN6 EDGE OF PAVEMENT CURB AND GUTTER MATCH EXI5TIN6 EDGE OF PAVEMENT <br /> PAVEMENT CENTERLINE ELEV=61.41 EXI5TIN6 FL ELEV=61.32 PAVEMENT <br /> 4" 55 FORGE MAIN CENTERLINE ELEV=61.55 EXI5TIN6 <br /> INV-6.50 52+pp EXISTING ROAD DRAINAGE SHALE 4" 55 FORGE MAIN 55+00 EXI5TIN6 ROAD DRAINAGE 5WALE <br /> ELEV=10.0- INV=6.50 <br /> 12 2�t 2%t� 12 12 _ 2% t 261 E =10.2± 12 <br /> . .. 8 <br /> 4 4 4 _ 4 <br /> O O O _ _ p <br /> -4 -4 _ <br /> -4 -60 -40t�2��5� <br /> O +20 +40 +60 4 <br /> 6" AG (TYPE A) OVER 6 AG (TYPE A) OVER -60 -40 -20 O +20 +40 +608" AB (GLAPE 2) ON R EX15T. 24 5D 6" AG (TYPE A) OVER 6" AG (TYPE A) OVER <br /> 8 AB (GLA55 2) ON 12COMPACTED 5UB6RADE TO 615% R.G. 10 WATER LINE INV=-0.05 GOMPAGTEO 5UBGRADE TO 615% R.G. 8" AB (GLA55 2) ON 12" 10" HATER LINE S" AB (GLA55 2) ON 12" <br /> INV=-I.g0 COMPACTED 5U56RADE TO 615% R.G. COMPACTED 5UB6RADE TO q5% R.G. <br /> INV=-1.610 <br /> G MATCH EXI5TIN6 <br /> MATCH EXISTIN <br /> PAVEMENT <br /> PAVEMENT <br /> CURB AND GUTTER GURB AND 6UTTERMATGH EDGE OF PAVEMENT <br /> FL ELEV-8JOVER <br /> 618 MATCH EXI5TIN6 EDGE OF PAVEMENT FL ELEV=61.51 PAVEMENTSTING <br /> PAVEMENT CENTERLINE ELEV=61.23 EXI5TIN6 4" 55 FORGE MAIN CENTERLINE ELEV=61.80 EXI5TIN6 <br /> 4 55 FORGE MAIN EXI5TIN6 ROAD DRAINAGE 5WALE INV=6.50 54+00 EXI5TIN6 ROAD DRAINAGE SWALE <br /> INV=6.50 51+00 ELEV=10.4± <br /> ELEV=q.B± 12 <br /> 12 2% t 2% 12 12 2% } 2— <br /> 8 <br /> 8 8 8 <br /> 4 4 4 4 <br /> 0 0 0 0 <br /> -4 _ _4 _Q, -4 <br /> -60 -20 O +20 +40 +60 -60 -40 -20 O +20 +40 +60 <br /> 6" AG (TYPE 6" AG (TYPE A) OVER 6" AG (TYPE A) OVER EXIST. 24" 5D 6 AG (TYPE A) OVER <br /> 8" AB (GLA55 EXIST. 24 5D 8 AB (GLA55 2) ON 12" 8 AB (GLA55 2) ON 12 EXIST. 10" WATER LINE INV=0.06 8 AB (GLA55 2) ON 1211 <br /> EX15T. 10" HATER LINE INV=-0.12 COMPACTED 5UB6RADE TO 615% R.G. ►NV--I.qO GOMPAGTED 5UBGRADE TO 615% R.G. <br /> GOMPACTED 50BORADE TO . . INV=-1.610 COMPACTED 5UB6RADE TO 615% R.G. = <br /> 1-800-227-2600 <br /> OFEss, SAN JOAQUIN COUNTY Revisions Design Scale Date <br /> �N K- S�� K K J E LD S E N No. Description Date By A Byd MRC � " _ � �' H 02/19/02 <br /> 20� S S I N N OC K Post Office Box 844 THORNTON ROAD Drawn 1 " = 10' V <br /> �f nm 711 N. Pershing Avenue Sheet Number <br /> P 0; 31i2 as N N E U D E C K Stockton, CA 95201 -0844 FRONTAGE IMPROVEMENTS AMC Original Drawing Scale 6 Of 9 <br /> * Office: (209) 946-0268 <br /> heck <br /> 0 'h" 1 <br /> INC. Consulting Engineers Faxes: (209 946-0296 <br /> Project File 0No. <br /> and Land Surveyors E—mail: KSN®ksninc.com CROSS SECTION CSKS Lu1706- 1 <br />