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NORTH 99 FRONTAGE ROAD <br />MPROVEMENTS <br />18621 N HIGHWAY 99 <br />gBeF�„oaBBa�"o�SCFiPia SAN JOAOUIN COUNTY <br />® <br />AT <br />AB <br />AGGREGATE BASE <br />ABS <br />ACRYLONITRILE—BUTADIENE—STYRENE <br />AC <br />ASPHALT CONCRETE <br />BC <br />BEGINNING OF CURVE <br />BO <br />BLOWOFF <br />BOC <br />BACK OF CURB <br />BOW <br />BACK OF WALK <br />BVC <br />BEGINNING OF VERTICAL CURVE <br />BW <br />BOTTOM OF WALL <br />C & G <br />CURB AND GUTTER <br />C,G, & SW <br />CURB, GUTTER, AND SIDEWALK <br />CL <br />CENTERLINE <br />CB <br />CATCHBASIN <br />CO <br />CLEANOUT <br />C.O.S. <br />CITY OF STOCKTON <br />CR <br />CURB RETURN <br />D OR SO <br />STORM DRAIN <br />DIA <br />DIAMETER <br />DIP <br />DUCTILE IRON PIPE <br />DWG <br />DRAWING <br />(E) <br />EAST <br />EC <br />END OF CURVE <br />EEP <br />EXISTING EDGE OF PAVEMENT <br />EL OR ELEV <br />ELEVATION <br />EP <br />EDGE OF PAVEMENT <br />ESMT <br />EASEMENT <br />EVC <br />END OF VERTICAL CURVE <br />EX. OR EXIST. <br />EXISTING <br />FL <br />FLOWLINE <br />FH <br />FIRE HYDRANT <br />FOC <br />FACE OF CURB <br />FT. <br />FEET <br />G OR GRD <br />GROUND <br />GB <br />GRADE BREAK <br />HOR1Z <br />HORIZONTAL <br />HP <br />HIGH POINT <br />HPS <br />HIGH PRESSURE SODIUM <br />ID <br />INSIDE DIAMETER <br />IN. <br />INCH <br />LF <br />LINEAL FEET <br />LH <br />LAMPHOLE <br />LP <br />LOW POINT <br />LT <br />LEFT <br />MAX <br />MAXIMUM <br />MH <br />MAINTENANCE HOLE <br />MIN <br />MINIMUM <br />(N) <br />NORTH <br />NO. <br />NUMBER <br />NRCP <br />NON—REINFORCED CONCRETE PIPE <br />NTS <br />NOT TO SCALE <br />OD <br />OUTSIDE DIAMETER <br />P OR PAV <br />PAVEMENT <br />PBMH <br />PACIFIC BELL MAINTENANCE HOLE <br />PC <br />POINT OF CURVATURE <br />PCC <br />POINT OF COMPOUND CURVATURE <br />POT <br />POINT OF TANGENCY <br />PP <br />POWER POLE <br />PRC <br />POINT OF REVERSE CURVATURE <br />PT <br />POINT <br />PUE <br />PUBLIC UTILITY EASEMENT <br />PVC <br />POLYVINYL CHLORIDE <br />PL <br />PROPERTY LINE <br />R <br />RADIAL OR RADIUS <br />R/W <br />RIGHT—OF—WAY <br />RC <br />ROLL—CURB <br />RCP <br />REINFORCED CONCRETE PIPE <br />RET <br />RETURN <br />RP <br />RADIUS POINT <br />RR <br />RAILROAD <br />RT <br />RIGHT <br />S OR SS <br />SANITARY SEWER <br />(S) <br />SOUTH <br />SL <br />STREET LIGHT <br />SW <br />SIDEWALK <br />SDMH <br />STORM DRAIN MAINTENANCE HOLE <br />SHT <br />SHEET <br />SSMH <br />SANITARY SEWER MAINTENANCE HOLE <br />STA <br />STATION <br />STD <br />STANDARD <br />TC OR TOC <br />TOP OF CURB <br />THRU <br />THROUGH <br />TI <br />TRAFFIC INDEX <br />TOB <br />TOP OF BANK <br />TOL <br />TOE OF LEVEE <br />TW <br />TOP OF WALL <br />TYP <br />TYPICAL <br />UV <br />UNDERGROUND VAULT <br />VC <br />VERTICAL CURVE <br />VCP <br />VITRIFIED CLAY PIPE <br />VERT <br />VERTICAL <br />W <br />WATER <br />(W) <br />WEST <br />t <br />PLUS OR MINUS <br />CA: 800-227-2600 <br />NV:800-227-2600 <br />[CALVARY BIBLE CHURCH] <br />WOODBRIDGE ROAD <br />BENCHMARK <br />u LOCATION <br />0) <br />PROJECT SITE _ <br />MOKELUMNE RIVER <br />VICINITY MAP <br />N.T.S. <br />SHEET <br />SHEET NO. <br />INDEX0 <br />: <br />DESCRIPTION <br />C-1 <br />TITLE SHEET <br />C-2 <br />NOTE SHEET <br />C-3 <br />PLAN & PROFILE <br />C-4 <br />STRIPING PLAN <br />C-5 <br />CROSS SECTIONS <br />C-6 <br />CROSS SECTIONS <br />LEGEND <br />EXISTING PROPOSED <br />0 <br />21.63 P PAVEMENT ELEVATION 21.63 PAV <br />6.23 E FLOWLINE ELEVATION 6.23 FL <br />37' (MAX) <br />19x6 GROUND ELEVATION 19.68 G <br />w <br />z <br />J <br />U) w <br />w w <br />VARIES VARIES VARIES w VARIES VARIES 4' VARIES w <br />W w = <br />z z U <br />J J ~ <br />_ _ LD <br />U LJ <br />w <br />QpE. 5% Q GXISTING P,gVING M N PE < <br />S� EXISTING CD <br />PAVING — Q <br />MSN= — _ — q 1.sq z <br />— o <br />SLOPE = 2:1 (MAX) 3" AC OVER 3” AC OVER Ld <br />TO MEET EXISTING GRADE 4" CLASS 2 AB WITH 4" CLASS 2 AB WITH <br />LIQUID ASPHALT (PRIME COAT) LIQUID ASPHALT (PRIME COAT) \ <br />SLOPE = 5� V __ �•"`'""� <br />8% MAX (TYP) <br />TYPICAL SECTION, BENCH MARK: <br />U.S.G.S. DATUM <br />CITY OF LODI BENCHMARK # 718 couNrY of SAN JOAouIN <br />ELEVATION 55.58 DEPARTMENT OF PUBLIC WORKS <br />NOT TO SCALE NORTHSIDE OF TURNER ROAD, 800' EAST OF COLOMA STREET DATE: <br />APPROVED RCE N0:-1_- <br />- EXP DATE:_ <br />DIREC PUBLIC WORKS <br />NO D E S C R I P T 1 O N COUNTY APPROVAL _,._ JOB NO. SHEET <br />Lf)- APPROVED— BY NORTH 99 FRONTAGE ROAD <br />DATE 1 1 /23/98 <br />} - SIEGFRIED ENGINEERING, Inc. F.B. N0. OF 6 <br />5 = Civil Engineering ■ Land Surveying ■ Structural Engineering ■ Planning ��� DRAWN VGD STREET IMPROVEMENTS COMPUTER FILE NO. <br />w - - - <br />4045 Coronado Ave. ■ Stockton, CA 95204-2396 • 209 943-2021 ■ FAX 209 942-0214 DESIGN VGD TITLE SHEET <br />DRAVANG FILE N0. <br />Job No. Submitted By R.C.E. No. Exp. CHECKED LAC <br />