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SP4851 - SP4861
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SP4851 - SP4861
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Last modified
1/31/2025 12:53:26 PM
Creation date
1/31/2025 12:46:57 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Northland Road, Southland Road and Von Sosten Road Resurfacing
Limits
Castle Road to Austin Road, Mitchell Road to Prescott Road and Hansen Road to Byron Road
Year
2011
Roads Worked
Northland Rd., Southland Rd., Von Sosten Rd.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP4851 - SP4861
Type
Resurfacing
Document Relationships
Castle Road
(Message)
Path:
\VAULT MAPS\*CARD CATALOG*\CA - CG
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m <br />i <br />0 <br />m <br />N <br />N <br />O <br />0 <br />Z <br />S <br />0 <br />a <br />0 <br />c <br />s <br />0 <br />a <br />�, <br />0 <br />�. <br />D <br />0 <br />r <br />m <br />Z <br />D <br />rrl <br />�, <br />r <br />z <br />0 <br />EP <br />Conform 0.30' Asphalt Concrete over <br />@ EP 1:1 shaped & compacted native 1:1 4l <br />1 <br />_ Existing Width _ <br />12' Min Conform <br />TYPE D <br />NOTE: Portion of existing concrete driveway shall be removed from <br />the edge of pavement to the distance listed above. Concrete <br />shall be saw cut to provide a neat joint at all conform line. <br />Northland Road: Sta 5+85 (Lt) � Sta 30+20 (Lt)-6' <br />Sta 1 1 +80 (Lt) * Sta 31 +15 (Lt)-6' <br />� Sta 13+15 (Lt)-6' Sta 38+00 (Rt) <br />Sta 21 +25 (Lt) Sta 39+20 (Lt) <br />Sta 22+05 (Lt) Sta 40+20 (Lt) <br />* Sta 29+45 (Lt)-5' Sta 48+60 (Lt) <br />Southland Road: Sta 10+40 (Rt) Sta 13+20 (Rt) Sta 25+86 (Lt) <br />Sta 1 1 +50 (Lt) Sta 13+40 (Lt) Sta 105+33 (Rt) <br />Sta 1 1 +55 (Rt) Sta 14+70 (Lt) Sta 1 10+27 (Rt) <br />Sta 12+24 (Rt) Sta 24+80 (Lt) Sta 110+90 (Rt) <br />Sta 12+60 (Rt) � Sta 24+97 (Rt)-5.5' <br />NOTE: R8cD Existing Concrete Driveways is to be included <br />and paid by Removing Concrete item of work. <br />4' Min Existing <br />1 See Note Below Surface <br />1 — <br />��0.30' Asphalt Concrete (Typ) <br />PAVEMENT REPAIR DETAIL <br />Note: <br />Width (4' minimum). Approximate dimensions <br />used for estimating purposes are available <br />upon request. Dimensions and locations are <br />subject to change at the Engineer's discretion <br />�` 0.50' Von Sosten Road (only) <br />Existing EP <br />Roadway <br />0 � n' n r� <br />EP <br />Variable depth Asphalt Concrete <br />Conform R over existing paved driveways R *� 4' <br />@ EP and frontages. <br />_ Existing Width _ <br />12' Min Conform <br />TYPE E <br />TYPICAL DRIVEWAY DETAILS <br />NOTE: Paved frontages to be paid <br />for as Type E driveway. <br />Southland Road: Existing EP <br />** 6' Sta 46+30 to Sta 48+90 (Rt) 2'' <br />Roadway Shoulder <br />Excavated Backing <br />Material <br />2' <br />° AC Vall <br />c <br />5' <br />Gutter <br />DRIVEWAY DETAIL <br />WITH AC VALLEY GUTTER <br />Southland Road: <br />Sta 1 10+82 to Sta 1 1 1 +07 (Rt) <br />Note: To be included and paid for as <br />Driveway (Type D) Item of work. <br />Limits of Clearing & Grubbin <br />Earthwork (Misc. Areas) <br />FL <br />2' 2' Var- <br />Grade Conform <br />(Exist) i � �/��/��, <br />2' — —0.25 Mln. 2' Swale — � � / , ��//��/�, <br />0.25' Flow <br />�_ Roadway Min 0.50 t Line <br />(Exist) <br />------- O �10" CMP <br />Pipe — �10" CMP �5 SECTION A -A <br />FL SECTION C—C Southland Road: <br />Southland Road: Sta 1 1 1 +07 to 1 1 1 +55 (Rt) <br />Sta 1 1 1 +54 to 1 1 1 +62 (14' Rt) O Sta 1 1 1 +54 to 1 1 1 +62 (14' Rt) <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS <br />D AWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />12" <br />Dia or Sq <br />AC Overlay <br />�, 6„ �� <br />Standard frame & <br />cover assembly <br />(Refer to SJ CO Std <br />Drawing CW—M1) <br />8 „ I .. <br />�,�>. PCC <br />.., „ <br />��;: II 3 <br />6" � <br />�< <br />Exist survey monument <br />to remain in place and � �, <br />undisturbed � <br />SURVEY MONUMENT DETAIL <br />� Southland Road: Sta 94+03 <br />o Von Sosten Road: <br />1' <br />� Sta 36+18, Sta 49+53 <br />L 7.IJ 111 Il� <br />Driveway <br />Existing <br />�oodway <br />Existing <br />Grade <br />EP <br />Undisturbed <br />basement soil <br />8' Driveway (Type D) <br />Earthwork _i <br />(,MISC. HreaS) <br />2, 2, FL 2, <br />Confor <br />1 � � � 0.75' <br />Roadwa 0 25 Flow Line <br />y Min Class 2 0.50't <br />i (Exist) Aggregate <br />� 0 50' Base <br />• 1 C P � <br />� R E � (��lI �' � A`��I I�C� <br />Excavated <br />Material _ Southland Road: <br />Sta 1 1 1 +61 t�` 1� � ,�`�8 (Rt) <br />� Sta 1 1 1 +97 to 1 12+17 (14' Rt) <br />Note: Place Class 2, Aggregate Base <br />and is to be included and paid by <br />Shoulder Backing item of work. <br />NORTH LAND ROAD, SOUTH LAND ROAD I Sheet No. <br />AND VON SOSTEN ROAD RESURFACING 9 of 11 <br />
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