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Last modified
7/8/2024 12:00:44 PM
Creation date
8/15/2023 3:41:12 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Morada Area Streets Resurfacing
Limits
Balsam Drive, Cole Drive, Doyle Court, Freesia Avenue, Laron Court, Mosher Court, Mosher Drive and Quashnick Road
Year
2012
Project Engineer
Toshiro Sessoms
Roads Worked
Balsam Dr., Cole Dr., Doyle Ct., Freesia Ave., Laron Ct.
Mosher Ct., Mosher Dr., Quashnick Rd.
Red Lines
No
Supplemental fields
Cross Ref
SP6187 - SP6192
DocCategory
Improvement Plans
Type
Resurfacing
Document Relationships
Morada Subdivision
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Path:
\VAULT MAPS\*CARD CATALOG*\MO - MZ
Mosher Manor
(Message)
Path:
\VAULT MAPS\*CARD CATALOG*\MO - MZ
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Conform <br />EP <br />B-�;�----- ---� ar e <br />Existing Width _ Conform Vdepth � p 0.04' <br />0.04' Existin AC over <br />12' Min 9 exist surface <br />over exist Roadway <br />TYPE E surface SECTION B—B <br />Quashnick Road: <br />Sta 16+65 (Rt) -1 1 'zk, Sta 17+94 (Rt) <br />A <br />4, 0.30' Asphalt Concrete over <br />1 1:1 shaped & compacted native. 1:1 <br />ConformA� <br />_ Existing Width _ <br />12' Min <br />TYPE D <br />Const EP <br />k ---/—AC Overlay ° <br />�4' i{0 <br />Driveway <br />I <br />Var, Var (10ao <br />Max) Exist <br />f surface <br />IRoadwa SECTION A—A 0.30' AC <br />PCC Driveways-Quashnick Road: Quashnick Road: <br />Sta 11+05 (Lt) -6'0 Sto 24+72 (Rt) Sta 18+77 (Rt) -6' <br />Sta 12+08 (Rt) Sta 29+30 (Lt) (Walkway) Sta 19+49 (Rt) -6' 0 <br />Sto 12+78 (Lt) -5'0 Sta 29+89 (Rt) -3' 0 <br />Sta 16+39 (Lt) (Bricks/PCC) <br />NOTE: TYPICAL DRIVEWAY DETAILS <br />Portion of existing PCC driveway shall be removed from the edge of pavement <br />to the distance listed above. Concrete shall be saw cut to provide a neat joint <br />at all conform line. <br />4' Min Existing <br />l See Note Below rSurface <br />(0.40' Asphalt Concrete <br />��. PAVEMENT REPAIR DETAIL <br />NOTE: <br />Width (4' min). Approximate dimensions used for <br />estimating purposes are available upon request. <br />3 Dimensions and locations are subject to change <br />ri at the Engineer's discretion. <br />0 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE <br />0 <br />PROJECT ENGINEER DATE <br />. stSs0,7%s <br />Roadway <br />Place -. • • <br />to restore Paverneit. <br />AC MISCELLANEOUS AREAS <br />�c Max Payment Width for AC (Miscellaneous Areas) <br />�{c AC Width may be increased as needed for conform <br />or slope reasons with approval from the Engineer. <br />Asphalt Concrete (2" Thick) <br />J, max aggregate size) <br />12" <br />Diameter <br />Mon <br />�6 <br />Survey Monument <br />Frame & Cover <br />See SJ Co. <br />Std Dwg CW -Ml <br />QAC Overlay <br />Line or <br />saw cut II <br />3 I 6" OD PVC pipe <br />Existing Survey Monuments moi' �� <br />lace Undisturbed <br />(to remain in place) ,�I,/ basement soil <br />SURVEY MONUMENT BOX <br />INSTALLATION DETAIL <br />Balsam Drive: Sta 46+18 (CL) Sta 47+40 (8' RT) <br />Sta 46+18 (25' Lt) Sto 47+71 (CL) <br />Sta 46+48 (9' Lt) Sta 47+71 (26' Rt) <br />Quashnick Road: Sto 28+98 (CL) <br />NOTES: <br />1❑ Elevation of frame shall match finished grade of pavement 8"} <br />2❑ Place Class 3 PCC collar placed around monument frame. <br />FL <br />Const Ditch <br />Limits of Clearing and Grubbing <br />EP Limits of Earthwork <br />(Misc Areas) <br />AC Overlay 4' 3' 3' 1 <br />Shoulder <br />VarBacking <br />Conform <br />Vo <br />ji. <br />Roadway 0.25 FL Rocks exist <br />Exist Depth See notes <br />1 & 3 (to remain in place) <br />EARTHWORK SHOULDER DETAIL <br />Balsam Drive: Sta 40+40 (Rt) to Sta 45+90 (Rt) <br />NOTES: <br />1. Grade ditch to flow toward the west. <br />2. Shoulder backing placed along South side only. <br />3. Conform to existing Flowline at both ends of ditch. <br />NO SCALE CONSTRUCTION AND MORADA AREA STREETS RESURFACING Sheet No. <br />SHOULDER DETAILS 4 of 6 <br />CHECKED DATE <br />Conform-, <br />B @ EP <br />Const <br />--- AC Overlay- <br />EP <br />4'- —0 <br />Driveway <br />Variable depth Asphalt Concrete <br />o <br />R over existing paved R �4' <br />\driveways and frontages. <br />Var, <br />vor (1 �mox ) <br />Exist <br />surface <br />Conform <br />EP <br />B-�;�----- ---� ar e <br />Existing Width _ Conform Vdepth � p 0.04' <br />0.04' Existin AC over <br />12' Min 9 exist surface <br />over exist Roadway <br />TYPE E surface SECTION B—B <br />Quashnick Road: <br />Sta 16+65 (Rt) -1 1 'zk, Sta 17+94 (Rt) <br />A <br />4, 0.30' Asphalt Concrete over <br />1 1:1 shaped & compacted native. 1:1 <br />ConformA� <br />_ Existing Width _ <br />12' Min <br />TYPE D <br />Const EP <br />k ---/—AC Overlay ° <br />�4' i{0 <br />Driveway <br />I <br />Var, Var (10ao <br />Max) Exist <br />f surface <br />IRoadwa SECTION A—A 0.30' AC <br />PCC Driveways-Quashnick Road: Quashnick Road: <br />Sta 11+05 (Lt) -6'0 Sto 24+72 (Rt) Sta 18+77 (Rt) -6' <br />Sta 12+08 (Rt) Sta 29+30 (Lt) (Walkway) Sta 19+49 (Rt) -6' 0 <br />Sto 12+78 (Lt) -5'0 Sta 29+89 (Rt) -3' 0 <br />Sta 16+39 (Lt) (Bricks/PCC) <br />NOTE: TYPICAL DRIVEWAY DETAILS <br />Portion of existing PCC driveway shall be removed from the edge of pavement <br />to the distance listed above. Concrete shall be saw cut to provide a neat joint <br />at all conform line. <br />4' Min Existing <br />l See Note Below rSurface <br />(0.40' Asphalt Concrete <br />��. PAVEMENT REPAIR DETAIL <br />NOTE: <br />Width (4' min). Approximate dimensions used for <br />estimating purposes are available upon request. <br />3 Dimensions and locations are subject to change <br />ri at the Engineer's discretion. <br />0 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE <br />0 <br />PROJECT ENGINEER DATE <br />. stSs0,7%s <br />Roadway <br />Place -. • • <br />to restore Paverneit. <br />AC MISCELLANEOUS AREAS <br />�c Max Payment Width for AC (Miscellaneous Areas) <br />�{c AC Width may be increased as needed for conform <br />or slope reasons with approval from the Engineer. <br />Asphalt Concrete (2" Thick) <br />J, max aggregate size) <br />12" <br />Diameter <br />Mon <br />�6 <br />Survey Monument <br />Frame & Cover <br />See SJ Co. <br />Std Dwg CW -Ml <br />QAC Overlay <br />Line or <br />saw cut II <br />3 I 6" OD PVC pipe <br />Existing Survey Monuments moi' �� <br />lace Undisturbed <br />(to remain in place) ,�I,/ basement soil <br />SURVEY MONUMENT BOX <br />INSTALLATION DETAIL <br />Balsam Drive: Sta 46+18 (CL) Sta 47+40 (8' RT) <br />Sta 46+18 (25' Lt) Sto 47+71 (CL) <br />Sta 46+48 (9' Lt) Sta 47+71 (26' Rt) <br />Quashnick Road: Sto 28+98 (CL) <br />NOTES: <br />1❑ Elevation of frame shall match finished grade of pavement 8"} <br />2❑ Place Class 3 PCC collar placed around monument frame. <br />FL <br />Const Ditch <br />Limits of Clearing and Grubbing <br />EP Limits of Earthwork <br />(Misc Areas) <br />AC Overlay 4' 3' 3' 1 <br />Shoulder <br />VarBacking <br />Conform <br />Vo <br />ji. <br />Roadway 0.25 FL Rocks exist <br />Exist Depth See notes <br />1 & 3 (to remain in place) <br />EARTHWORK SHOULDER DETAIL <br />Balsam Drive: Sta 40+40 (Rt) to Sta 45+90 (Rt) <br />NOTES: <br />1. Grade ditch to flow toward the west. <br />2. Shoulder backing placed along South side only. <br />3. Conform to existing Flowline at both ends of ditch. <br />NO SCALE CONSTRUCTION AND MORADA AREA STREETS RESURFACING Sheet No. <br />SHOULDER DETAILS 4 of 6 <br />CHECKED DATE <br />
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