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SP6351 - SP6360
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Last modified
7/8/2024 12:09:55 PM
Creation date
8/16/2023 1:25:50 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Mariposa Road Resurfacing
Limits
Gawne Road to Dodds Road
Year
2014
Project Engineer
Enrique Silva
Roads Worked
Mariposa Rd.
Project #
220068
Federal #
STPL-5929(252)
Supplemental fields
Cross Ref
SP6351 - SP6360
DocCategory
Improvement Plans
Type
Resurfacing
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).25AC <br />Overlay <br />7 <br />Trans <br />■ <br />— ---- 1000- <br />SJ <br />00'-SJ Co Be <br />Mark Plate <br />108.97 <br />0.12' AC <br />over planing <br />■ <br />43'— <br />N N <br />o n�� <br />1 - <br />Exist. Dwy. <br />Existing Concrete Concrete Barrier-- of <br />to remain in place (Typ) << <br />CL <br />250' AC <br />Trans <br />■ <br />200' <br />Cc <br />Existing Metal Beom Guard <br />Railing to remain in place (Typ) <br />®®• ®• ®• a ®• <br />Enfique' f° .• <br />0.25' AC <br />Overlay <br />�. Bench Mork Sto 525+32 (LT&RT) 0 <br />Exist Pole) (Each Side) R&D 5 LFt damaged <br />ev. 110.79 pipe (CMP) and place 6 LF of 18"0 <br />CMP. See Sheet 9 for details. <br />1 <br />o EP <br />m <br />Q- Sta 9+29 rn <br />R&D 33't Drainage Pipe (CMP) <br />Install 36' of new 12"0 CMP <br />Inv. Elev. 106.74 <br />Existing Drainage Pipe <br />to remain in place. <br />iURFACING Sheet No. <br />ds Road) 5 of 10 <br />EP <br />N <br />o <br />a? <br />3 <br />w <br />Q <br />m <br />OD <br />L4 <br />p <br />n <br />o <br />a <br />o <br />EP. <br />o <br />m <br />A <br />ao <br />z <br />M <br />owe0 <br />w <br />7 <br />Trans <br />■ <br />— ---- 1000- <br />SJ <br />00'-SJ Co Be <br />Mark Plate <br />108.97 <br />0.12' AC <br />over planing <br />■ <br />43'— <br />N N <br />o n�� <br />1 - <br />Exist. Dwy. <br />Existing Concrete Concrete Barrier-- of <br />to remain in place (Typ) << <br />CL <br />250' AC <br />Trans <br />■ <br />200' <br />Cc <br />Existing Metal Beom Guard <br />Railing to remain in place (Typ) <br />®®• ®• ®• a ®• <br />Enfique' f° .• <br />0.25' AC <br />Overlay <br />�. Bench Mork Sto 525+32 (LT&RT) 0 <br />Exist Pole) (Each Side) R&D 5 LFt damaged <br />ev. 110.79 pipe (CMP) and place 6 LF of 18"0 <br />CMP. See Sheet 9 for details. <br />1 <br />o EP <br />m <br />Q- Sta 9+29 rn <br />R&D 33't Drainage Pipe (CMP) <br />Install 36' of new 12"0 CMP <br />Inv. Elev. 106.74 <br />Existing Drainage Pipe <br />to remain in place. <br />iURFACING Sheet No. <br />ds Road) 5 of 10 <br />
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