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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2021_PS-2101501 thru PS-2102000_ - PS-2101619
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2021_PS-2101501 thru PS-2102000_ - PS-2101619
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Last modified
4/24/2023 1:20:31 PM
Creation date
4/24/2023 1:14:54 PM
Metadata
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Template:
Permits_Development
DocName
PS-2101619
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2021
Notes2
Newton Road & Cherokee Road, Stockton
Address
2 Westbrook Corporate Center, 10th Floor
Application
Insurance Auto Auctions, Inc.
Type
Road Widening Street Lights;Fire Hydrant
Supplemental fields
Cross Ref
PWP7110005
Type (2)
Encroachment Permit (EP)
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"N" LINE <br />SAWCUT <br />10' _i i_ 12' _I_ 12 <br />EXISTING GRADED EXISTING THRU LANE TWO WAY LT LANE <br />SHOULDER <br />EXISTING 2 <br />PAVED <br />'-------SHOULDER-------------- <br />2%t 2%t <br />--------------- - - T- - - - - - - - - - _ <br />`EXISTING TO REMAIN <br />NEWTON ROAD <br />NTS <br />CONTROL POINTS <br />POINT <br />STATION <br />OFFSET <br />DESCRIPTION <br />NORTHING <br />EASTING <br />ELEVATION <br />�i <br />19+44.30 <br />18.96' <br />60D <br />2185039.26 <br />6343479.34 <br />29.11 <br />0 Y OD <br />26+31.13 <br />20.31' <br />60D <br />2184382.81 <br />6343681.36 <br />28.73' <br />31+55.411 <br />20.15' <br />60D <br />2183881.38 <br />6343834.44 <br />28.55' <br />12' <br />THRU LANE <br />I <br />LINE TABLE <br />LINE <br />LENGTH <br />BEARING <br />L1 <br />2402.09 <br />S16'59'35.79"E <br />L2 <br />64.75 <br />554'51'54.39"E <br />Station= 1 <br />5+00.00 \ r� <br />North ing=218545836250 <br />Eastin g=6343331.3558 <br />15+00 BEG "N" LINE 20+00 "N LINE <br />�EX R/ PROP / X X X X s X i X X <br />x <br />1 Know where below. <br />� Call before you dig. <br />25+00 <br />6' 4' <br />SHOULDER 1 BUFFER <br />R/W <br />8' <br />DITCH <br />4' FL <br />2:1 OR ' HYDROSEED <br />FLATTER ROBUST RETENTION <br />BASIN MIX <br />CURVE TABLE <br />CURVE <br />RADIUS <br />LENGTH <br />CHORD BEARING <br />CHORD <br />I DELTA <br />TANGENT <br />C1 <br />200.00' <br />132.20' <br />S35'55'45"E <br />129.80' <br />1 37'52'19" <br />1 68.62' <br />NEWTON ROAD <br />LEGEND AND ABBREVIATIONS <br />X❑ PROPOSED STRUCTURAL SECTION <br />77 HOT MIX ASPHALT (TYPE A) <br />PAVEMENT STRUCTURAL SECTION <br />HMA (TYPE <br />D -E <br />1.417' <br />1.417' AB (CLASS 2)) <br />NOTES <br />1. DESIGN DESIGNATION: <br />R - VALUE: 5 <br />TI ROADWAY = 7.5 <br />2. LANE WIDTHS VARY, SEE SIGNING AND STRIPING PLANS FOR <br />DETAILS. <br />3. PAVEMENT STRUCTURAL SECTIONS PROVIDED ARE BASED ON <br />RECOMMENDATIONS AS PROVIDED IN TERRACON REPORT DATED <br />6-22-20. <br />4. VERTICAL DATUM:NAVD 88 BASED ON OBSERVATIONS TO CITY <br />OF STOCKTON BENCHMARK 402 BEING A BRASS DISC STAMPED <br />14S-3 LS 6670" LOCATED AT THE NORTHEAST CORNER OF <br />MCALLEN RD AND WILSON WAY. ELEV=30.60' <br />5. THE BASIS OF BEARINGS IS NORTH AMERICAN DATUM OF 1983 <br />(NAD83), CALIFORNIA COORDINATE SYSTEM, ZONE 3 (EPOCH <br />1991.35). ESTABLISHED FROM FOUND CITY CONTROL <br />MONUMENTS 402 AND 191 AS SHOW ON THE RECORD OF <br />SURVEY OF THE "CITY OF STOCKTON HORIZONTAL CONTROL <br />SYSTEM PHASE XIV" FILED IN BOOK 35, OF SURVEYS, AT PAGE <br />5, OF SAN JOAQUIN COUNTY OFFICIAL RECORDS. THE <br />DISTANCES AND COORDINATES SHOWN HEREON ARE GROUND <br />MEASUREMENTS. MULTIPLY THE DISTANCES AND COORDINATES <br />SHOWN HEREON BY 0.99994210 FROM CONTROL POINT 402 TO <br />OBTAIN THE GRID COORDINATE DATUM OF ZONE 3. <br />6. HYDROSEED MIX TO MATCH ONSITE LANDSCAPING PLANS. <br />ROBUST RETENTION BASIN MIX - <br />LBS./AC. SPECIES/COMMON NAME -38.25 LBS PER ACRE <br />13 HORDEUM BRACHYANTHERUM, MEADOW BARLEY -SALT <br />10 ELYMUS GLAUCUS, BLUE WILDRYE, <br />6 LEYMUS TRITICOIDES, YOLO CREEPING WILDRYE <br />4.5 FESTUCA RUBRA, MOLATE FESCUE <br />1.5 JUNCUS EFFUSUS, PACIFIC RUSH <br />0.5 JUNCUS BALTICUS, CREEPING RUSH <br />.25 ARTEMISIA DOUGLASIANA, MUGWORT <br />1 CAREX PRAEGRACILIS, DEER BED SEDGE <br />1.5 CYPERUS ERAGROSTIS, UMBRELLA PLANT <br />Q <br />m <br />da. C76304 <br />X <br />0 m 0 <br />U 0 0 m C <br />0IN x <br />0 - <br />Q a <br />.� <br />v <br />Station -36+00.00 <br />Y < <br />U <br />Northing 2183497.2142 �r o 0 0 <br />Eastin g=6344016.3750 /r'� <br />END "N" LINE V Q <br />AT, <br />Z Of <br />o <br />z O <br />J <br />WO U <br />X Q z <br />30+00 0 <br />C� <br />• r Q LU U Z <br />-- -- -- _- ",� p < z O <br />LU <br />Z d U O <br />O zQ <br />_ O <br />LL <br />O <br />LU <br />Z C) <br />GRAPHIC SCALE IN FEET <br />0 40 60 160 <br />^. <br />Z z <br />JQO <br />Z J W <br />OO_U) <br />N _J _J <br />0 1 U_ <br />= Z d <br />O <br />U <br />SHEET TITLE <br />SHEET 3 OF 17 HC -01 <br />8 <br />Lm <br />�� <br />z a <br />O <br />yj U <br />w o <br />z <br />0 Y OD <br />N 0 o tt <br />❑N 0 <br />x <br />z cs <br />a w <br />Z N <br />0 N w 2 <br />Z y <br />x F 0 <br />w x <br />w a <br />0 <br />Y N <br />N J <br />Q o <br />Q <br />m <br />da. C76304 <br />X <br />0 m 0 <br />U 0 0 m C <br />0IN x <br />0 - <br />Q a <br />.� <br />v <br />Station -36+00.00 <br />Y < <br />U <br />Northing 2183497.2142 �r o 0 0 <br />Eastin g=6344016.3750 /r'� <br />END "N" LINE V Q <br />AT, <br />Z Of <br />o <br />z O <br />J <br />WO U <br />X Q z <br />30+00 0 <br />C� <br />• r Q LU U Z <br />-- -- -- _- ",� p < z O <br />LU <br />Z d U O <br />O zQ <br />_ O <br />LL <br />O <br />LU <br />Z C) <br />GRAPHIC SCALE IN FEET <br />0 40 60 160 <br />^. <br />Z z <br />JQO <br />Z J W <br />OO_U) <br />N _J _J <br />0 1 U_ <br />= Z d <br />O <br />U <br />SHEET TITLE <br />SHEET 3 OF 17 HC -01 <br />
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