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S432 - S456
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S432 - S456
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Last modified
3/12/2025 8:38:08 AM
Creation date
3/12/2025 7:49:14 AM
Metadata
Fields
Template:
Large Plans - LP
Project
Projects Plans for South Stockton Sidewalks
Limits
Eighth Street: Bieghle Street to D Street
D Street: Loomis Avenue to Thirteenth Street (East Side) and Ninth Street to Eighth Street
Ninth Street: D Street to Pock Lane
Loomis Avenue: D Street to 700 feet west of Pock Lane
Pock Lane: Loomis Avenue to Eleventh Street
Eleventh Street: B Street to D Street
Year
2011
Project Engineer
J. Clary
Roads Worked
Eighth St., "D" St., Ninth St., Loomis Ave.
Pock Ln., Eleventh St.
Red Lines
Yes
Federal #
CML-5929 (215)
Supplemental fields
Classification
Record Drawings
Cross Ref
S432 - S456
Type
Sidewalks
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'ON 133HS I 63M` (1 <br />18" <br />DIAMETER STORM <br />DRAIN INLET <br />Location <br />Quantity <br />EIGHTH STREET <br />Sta <br />15+52 <br />(43' <br />Lt) <br />1 Each <br />Sta <br />15+95 <br />(43' <br />Lt) <br />1 Each <br />Sta <br />20+94 <br />(25' <br />Rt) <br />1 Each <br />NINTH STREET <br />Sta <br />10+73 <br />(17' <br />Rt) <br />1 Each <br />Sta <br />10+91 <br />(17' <br />Lt) <br />1 Each <br />Sta <br />12+62 <br />(17' <br />Lt) <br />1 Each <br />Sta <br />15+58 <br />(17' <br />Lt) <br />1 Each <br />Sta <br />15+66 <br />(17' <br />Rt) <br />1 Each <br />Sta <br />17+74 <br />(17' <br />Lt) <br />1 Each <br />Sta <br />18+28 <br />(17' <br />Rt) <br />1 Each <br />Sta <br />20+ 10 <br />(17' <br />Rt) <br />1 Each <br />Sta <br />20+48 <br />(17' <br />Lt) <br />1 Each <br />Sta <br />21 +00 <br />(17 <br />Rt) <br />1 Each <br />ELEVENTH STREET <br />Sta <br />2+48 <br />(17' <br />Lt) <br />1 Each <br />Sta <br />5+83 <br />(17' <br />Lt) <br />1 Each <br />Sta <br />8+43 <br />(17' <br />Lt) <br />1 Each <br />Sta <br />9+50 <br />(17' <br />Lt) <br />1 Each <br />D STREET <br />Sta <br />28+29 <br />(21' <br />Lt) <br />1 Each <br />POCK <br />LANE <br />Sta <br />63+ 15 <br />(16' <br />Lt) <br />1 Each <br />Sta <br />64+ 17 <br />(19' <br />Lt) <br />1 Each <br />Total 20 Each <br />TYPE 1 <br />CURB INLET CATCH <br />BASIN <br />Location <br />Quantity <br />EIGHTH STREET <br />Sta 0+72 (27' <br />Lt) <br />1 Each <br />Sta 0+72 (26' <br />Rt) <br />1 Each <br />Sta 3+25 (25' <br />Lt) <br />1 Each <br />Sta 3+25 (25' <br />Rt) <br />1 Each <br />Sta 5+30 (25' <br />Lt) <br />1 Each <br />Sta 5+80 (25' <br />Rt) <br />1 Each <br />Sta 8+60 (25' <br />Lt) <br />1 Each <br />Sto 8+60 (25' <br />Rt) <br />1 Each <br />Sta 21 +00 (25' <br />Lt) <br />1 Each <br />D STREET <br />Sto 29+00 (19' <br />Rt) <br />1 Each <br />Total 19 - Each <br />11 <br />MODIFIED STORM DRAIN INLET <br />Location Quantity <br />POCK LANE <br />Sta 62+59 (18' Lt) 1 Each <br />MAINTENANCE HOLE <br />(STORM DRAIN) (TYPE 1) <br />Location <br />Quantity <br />EIGHTH STREET <br />Sta 0+72 <br />(9' Rt) <br />1 Each <br />Sta 3+25 <br />(9' Rt) <br />1 Each <br />Sta 5+80 <br />(9' Rt) <br />1 Each <br />Sta 8+60 <br />(9' Rt) <br />1 Each <br />NINTH STREET <br />Sta 12+65 <br />(22' Rt) <br />1 Each <br />Sta 13+77 <br />(22' Rt) <br />1 Each <br />Sta 17+74 <br />(1' Lt) <br />1 Each <br />Sta 20+65 <br />(3' Rt) <br />1 Each <br />DRAWN BY DATE <br />Y. Q�une 2011 <br />FILE NAME DRAWER SHEET No <br />Total 8 Each <br />MODIFIED STORM DRAIN <br />MAINTENANCE HOLE <br />TYPE 1 <br />Location <br />Quantity <br />EIGHTH STREET <br />Sta <br />15+76 (25' <br />Rt) <br />1 Each <br />Sta <br />17+00 (25' <br />Rt) <br />1 Each <br />NINTH <br />STREET <br />Sta <br />3+90 (17' <br />Rt) <br />1 Each <br />Sta <br />4+62 (17' <br />Rt) <br />1 Each <br />Sta <br />5+78 (17' <br />Rt) <br />1 Each <br />Sta <br />6+88 (17' <br />Rt) <br />1 Each <br />Sta <br />7+80 (17' <br />Rt) <br />1 Each <br />Sta <br />9+78 (17' <br />Rt) <br />1 Each <br />Total 8 Each <br />STORM WATER TREATMENT UNIT <br />Location Quantity <br />11 st STREET <br />Sta 2+55 (17' Rt) 1 Each <br />ADJUST SANITARY SEWER LATERALS <br />Location Quantity <br />Various Locations throughout Total 15 Each <br />MINOR <br />CONCRETE <br />(CURB, <br />GUTTER AND SIDEWALK <br />Location <br />Quantity <br />EIGHTH STREET <br />Sta <br />0+35 <br />to <br />Sta <br />11 + 17 <br />(Lt) <br />1,082 <br />LF <br />Sta <br />12+46 <br />to <br />Sta <br />15+54 <br />(Lt) <br />331 <br />LF <br />Sta <br />15+93 <br />to <br />Sta <br />19+34 <br />(Lt) <br />390 <br />LF <br />Sta <br />19+72 <br />to <br />Sta <br />22+75 <br />(Lt) <br />329 <br />LF <br />Sta <br />0+64 <br />to <br />0+90 (Rt) <br />26 <br />LF <br />Sta <br />1 +21 <br />to <br />Sta <br />10+25 <br />(Rt) <br />904 <br />LF <br />Sta <br />10+75 <br />to <br />Sta <br />11 + 17 <br />(Rt) <br />42 <br />LF <br />Sta <br />13+27 <br />to <br />Sta <br />22+75 <br />(Rt) <br />948 <br />LF <br />NINTH <br />STREET <br />Sta <br />10+57 <br />to <br />Sta <br />21 +76 <br />(Lt) <br />1,119 <br />LF <br />Sto <br />10+57 <br />to <br />Sta <br />21 +76 <br />(Rt) <br />11119 <br />LF <br />ELEVENTH STREET <br />Sta <br />0+71 <br />to <br />Sta <br />3+55 (Lt) <br />294 <br />LF <br />Sta <br />3+93 <br />to <br />Sta <br />6+42 (Lt) <br />270 <br />LF <br />Sta <br />6+79 <br />to <br />Sta <br />11 +00 <br />(Lt) <br />431 <br />LF <br />Sta <br />0+64 <br />to <br />Sta <br />11 +00 <br />(Rt) <br />1,036 <br />LF <br />D STREET <br />Sta <br />27+22 <br />to <br />Sta <br />3+60 <br />(Lt) <br />377 <br />LF <br />Sta <br />31 + 12 <br />to <br />Sta <br />31 +49 <br />(Lt) <br />55 <br />LF <br />Sta <br />27+00 <br />to <br />Sto <br />27+60 <br />(Rt) <br />79 <br />LF <br />Sta <br />27+96 <br />to <br />Sta <br />29+58 <br />(Rt) <br />185 <br />LF <br />POCK <br />LANE <br />Sta <br />58+06 <br />to <br />Sta <br />58+08 <br />(Lt) <br />10 <br />LF <br />Total - 9,021 LF <br />q,0$1 <br />MINOR CONCRETE <br />(SIDEWALK) <br />Location <br />Quantity <br />POCK LANE <br />Sta 58+08 to Sta <br />64+49 (Lt) <br />652 <br />LF <br />Sta 64+79 to Sta <br />67+49 (Lt) <br />274 <br />LF <br />D STREET <br />Sta 4+69 to Sta <br />6+68 (Rt) <br />204 <br />LF <br />Sto 7+25 to Sta <br />9+70 (Rt) <br />245 <br />LF <br />LOOMIS AVENUE <br />Sta 5+50 to Sta <br />10+08 (Lt) <br />520 <br />LF <br />PROJECT ENGINEER DATE CHECKED DATE <br />1 7/,7e/,, I- �. -. 7�� /it <br />ACAD REVISIONS DATE <br />Total 1,895 LF <br />MINOR CONCRETE <br />(DRIVEWAY) <br />Location <br />EIGHTH STREET <br />30 Locations <br />NINTH STREET <br />31 Locations <br />24 Locations <br />STREET <br />3 Locations <br />Quantity I <br />519 SY <br />412SY1 <br />72 SY <br />6 SY I <br />Total 1,009 SY <br />MINOR CONCRETE <br />(COMMERCIAL DRIVEWAY — TYPE 2 <br />Location Quantity <br />EIGHTH STREET <br />Sta 0+90 to Sta 1 +21 (Rt) 44 SY <br />Sta 10+25 to Sta 10+75 (Rt) 78 SY <br />Total 122 SY <br />/,Z 6; <br />MINOR CONCRETE <br />(COMMERCIAL DRIVEWAY — TYPE 3) <br />Location Quantity <br />POCK LANE <br />Sta 6+68 to Sta 7+25 (Rt) 68 SY <br />Sta 9+70 to Sta 10+38 (Rt) 83 SY <br />Total -t5l. SY <br />/0 <br />18" DIAMETER <br />FRAME AND GRATE <br />Location <br />Quantity <br />EIGHTH STREET <br />Sta <br />15+52 (43' <br />Lt) <br />1 Each <br />Sta <br />15+95 (43' <br />Lt) <br />1 Each <br />Sta <br />20+94 (25' <br />Rt) <br />1 Each <br />NINTH STREET <br />Sta <br />10+73 (17' <br />Rt) <br />1 Each <br />Sta <br />10+91 (17' <br />Lt) <br />1 Each <br />Sta <br />12+62 (17' <br />Lt) <br />1 Each <br />Sto <br />15+58 (17' <br />Lt) <br />1 Each <br />Sta <br />15+66 (17' <br />Rt) <br />1 Each <br />Sta <br />17+74 (17' <br />Lt) <br />1 Each <br />Sta <br />18+28 (17' <br />Rt) <br />1 Each <br />Sta <br />20+ 10 (17' <br />Rt) <br />1 Each <br />Sta <br />20+48 (17' <br />Lt) <br />1 Each <br />Sta <br />21 +00 (17 <br />Rt) <br />1 Each <br />ELEVENTH <br />Sta <br />STREET <br />Lt) <br />1 Each <br />2+48 (17' <br />Sta <br />5+83 (17' <br />Lt) <br />1 Each <br />Sta <br />8+43 (17' <br />Lt) <br />1 Each <br />Sta <br />9+50 (17' <br />Lt) <br />1 Each <br />Q STREET <br />Sta <br />28+29 (21' <br />Lt) <br />1 Each <br />POCK <br />LANE <br />Sta <br />63+ 15 (16' <br />Lt) <br />1 Each <br />Sta <br />64+ 17 (19' <br />Lt) <br />1 Each <br />Total 20 Each <br />24" DIAMETER <br />FRAME AND GRATE <br />Location <br />Quantity <br />EIGHTH STREET <br />Sta 15+76 (25' <br />Rt) <br />1 Each <br />Sta 17+00 (25' <br />Rt) <br />1 Each <br />NINTH STREET <br />Sta 3+90 (17' <br />Rt) <br />1 Each <br />Sta 4+72 (17' <br />Rt) <br />1 Each <br />Sta 5+83 (17' <br />Rt) <br />1 Each <br />Sta 6+88 (17' <br />Rt) <br />1 Each <br />Sta 7+72 (17' <br />Rt) <br />1 Each <br />Sta 9+88 (17' <br />Rt) <br />1 Each <br />Total 8 Each <br />FRAME <br />AND GRATE <br />TYPE 1 <br />CURB <br />INLET CATCH BASIN <br />Location <br />Quantity <br />EIGHTH <br />Sta <br />STREET <br />(27' <br />Lt) <br />1 Each <br />0+72 <br />Sta <br />0+72 <br />(26' <br />Rt) <br />1 Each <br />Sta <br />3+25 <br />(25' <br />Lt) <br />1 Each <br />Sta <br />3+25 <br />(25' <br />Rt) <br />1 Each <br />Sta <br />5+30 <br />(25' <br />Lt) <br />1 Each <br />Sta <br />5+80 <br />(25' <br />Rt) <br />1 Each <br />Sta <br />8+60 <br />(25' <br />Lt) <br />1 Each <br />Sta <br />8+60 <br />(25' <br />Rt) <br />1 Each <br />Sta <br />21 +00 <br />(25' <br />Lt) <br />1 Each <br />D STREET <br />Sta <br />29+00 <br />(19' <br />Rt) <br />1 Each <br />Total 10 Each <br />FRAME AND COVER <br />(MODIFIED STORM DRAIN INLET <br />Location Quantity <br />POCK LANE <br />Sta 62+59 (18' Lt) 1 Each <br />FRAME AND COVER <br />(MAINTENANCE HOLE) <br />Location <br />Quantity <br />EIGHTH STREET <br />Sta 0+72 <br />(9' Rt) <br />1 Each <br />Sta 3+25 <br />(9' Rt) <br />1 Each <br />Sta 5+80 <br />(9' Rt) <br />1 Each <br />Sta 8+60 <br />(9' Rt) <br />1 Each <br />NINTH STREET <br />Sta 12+65 <br />(22' Rt) <br />1 Each <br />Sta 13+77 <br />(22' Rt) <br />1 Each <br />Sta 18+ 1 1 <br />(1' Rt) <br />1 Each <br />Sta 20+65 <br />(3' Rt) <br />1 Each <br />Total 8 Each <br />4—INCH <br />x 4—INCH STEEL TUBING <br />Location <br />Quantity <br />POCK <br />LANE <br />Sta <br />62+02 <br />(Lt) <br />4 <br />LF <br />Sta <br />62+56 <br />(Lt) <br />4 <br />LF <br />Sta <br />63+25 <br />(Lt) <br />4 <br />LF <br />Sto <br />63+70 <br />(Lt) <br />4 <br />LF <br />Sta <br />64+49 <br />(Lt) <br />4.5 <br />LF <br />Sta <br />64+79 <br />(Lt) <br />5.5 <br />LF <br />Total 26 <br />LF <br />I CABLE FENCE I <br />Location <br />Quantity <br />D STREET <br />Sta 4+69 to Sta <br />6+64 (Rt) <br />202 LF <br />Sto 8+29 to Sta <br />9+70 (Rt) <br />141 LF <br />LOOMIS AVENUE <br />Sta 5+50 to Sta <br />10+03 (Lt) <br />505 LF <br />Total 848 LF <br />4" TRAFFIC STRIPE <br />Location Quantity <br />12 Locations Total 5,146 LF <br />THERMOPLASTIC PAVEMENT MARKINGS <br />Type Quantity <br />Arrows (4 Locations) 60 SF <br />Symbols and Numerals (1 Locations) 18 SF <br />Words (16 Locations) 378 SF <br />Cross Walks (7 Locations) 1,132 SF <br />Limit Lines (4 Locations) 84 SF <br />Tota 1 jj672 S F I <br />4" THERMOPLASTIC TRAFFIC STRIPE <br />Location Quantity <br />5 Locations Total 4,076 LF <br />8" THERMOPLASTIC TRAFFIC STRIPE <br />Location Quantity <br />2 Locations Total 180 LF <br />PAVEMENT MARKERS <br />Type Quantity <br />Type D Two—way Yellow Retroreflective 434 Each <br />Type D Two—way Blue Retroreflective 2 Each <br />Type G One—way Clear Retroreflective 11 Each <br />Total 447 Each <br />`LD��DLfy <br />U. <br />CO <br />LLJ <br />No. 38465 <br />civic <br />OF GPI <br />li1 <br />Peter D. Martin <br />Registered Civil Engineer <br />COUNTY OF SAN JOA UIN NO SCALE SUMMARY OF QUANTITIES SOUTH STOCKTON SIDEWALKS <br />Q (Eighth Street, D Street, Ninth Street, Loomis Avenue, Pock Lane and Eleventh Street) <br />SHEET <br />TOTAL <br />NO, <br />SHEETS <br />25 <br />25 <br />
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