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Entry Properties
Last modified
7/15/2024 1:25:28 PM
Creation date
1/12/2024 3:33:59 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Minor Structure Improvements 1993
Year
1993
Project Engineer
J.C. White
Red Lines
No
Federal #
STPLH-5929 (011)
Supplemental fields
Bridge #
29C-299
29C-298
29C-356
W527
W525
W184
W182
Classification
Improvement Plans
Cross Ref
SP1219 - SP1244
Type
Minor Structure Improvements
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1 <br />14 <br />3' (Typ-) --SH I �W--3, (Ty P.) <br />R/W <br />r <br />M <br />Z <br />D <br />M <br />LEGEND <br />Limits of Work <br />0 ,. <br />D Existing 4" Gas Main <br />m <br />4 (High Pressure) <br />20' (Typ-) 1 20' (Typ-) <br />40' (Typ.) <br />1 <br />1,Q 4 <br />NOTE: 1. See Sht.#14 for Pipe Trench Detail. <br />2. For complete R/W, see R/W record maps <br />at 1810 E. Hazelton Ave. Stockton, Calif. <br />40' (Typ.) <br />4' Shld. <br />EP_.....__. ... - -------- ---- <br />�c Exist. driveway to remain in place. <br />Conform at edge of existing 25' <br />driveway at Sta. 24+44 Only. <br />EP <br />L: <br />4!'G <br />R/W <br />0 <br />PO <br />� Fuirchild Ln. <br />No. 21258 <br />* Exp. 9-30-97 <br />FBF <br />FAIR HILD LN. <br />Sta. 4+74 <br />Sta. 15+75 <br />Sta. 19+30 <br />Sta. 24+38 <br />EARTHWORK (For Information Only) <br />LOCATION <br />f <br />Grade to Drain <br />/ <br />Str. <br />Exc. <br />(C.Y.) <br />Str. <br />Emb <br />(C.Y.) <br />f <br />(Typical) <br />8 <br />4 <br />9 <br />7 <br />Sta. 15+75 <br />14 <br />26 <br />I <br />I <br />Sta. 19+30 <br />14 <br />y <br />4 <br />Sta.24+58 <br />36 <br />25 <br />4 <br />00 <br />h . <br />Conform �- - <br />0OConform <br />M <br />... --..----...... _............ <br />- ............. <br />... --....._ ....._-._. ....._. ......... I......... ........... ..... - t ..- : ..- <br />...... .. .......__. --------..... ..----.... ......... ............. .....---..... .. ---•• <br />82 <br />16 <br />9 <br />II <br />i' R & D Exist. Headwalls and <br />/Existing <br />18" CSP to remain in place II <br />I! Extend Exist. 18" C.S.P. at 3 locations/i <br />Rt. Roadway. <br />>° <br />at the 3 locations of pipe extensions. ;i <br />Sta.15+75.35 Lt. & of <br />i` � <br />Sta. 19+29.64 Lt. & Rt. of Roadway. <br />I <br />II <br />Sta.24+38.44 Lt. & Rt. of Roadway. <br />See Sht.#14 for Pipe Extension Schedule. <br />— <br />— —TT <br />I— <br />II I <br />l R & D Exist. Pipe & Headwalls at <br />v <br />f <br />Sta.4+74.21. Place 18 x50; Bituminous <br />> <br />Coated C.S.P. (0.079" Thick) at <br />' <br />II <br />II for <br />Sta.f 74.21. See Sh t. 1 pipe <br />f/ <br />I <br />I I e. <br />_... ....-----------..._. <br />M/ <br />- .. <br />......._.... _.-.._. ....._.... ._........ --- - -_ _ <br />..... _flow4n .... -.4 ..f .......... ..._ <br />Conform 0,11 <br />Conform <br />00 <br />X .---• ...... <br />Y Y <br />y....y----- ------------ -s--..y.... ...._.... <br />Y Y <br />T' <br />71 <br />m <br />D <br />I <br />I I <br />* Conform at edge I , <br />I <br />D <br />'`—•- <br />— <br />I of Dr* ��- <br />0 <br />4„ ------ .... - _.... <br />_... _ .... ........ ...... . ...... ......... .._.... _... __.. <br />i <br />R/W <br />r <br />M <br />Z <br />D <br />M <br />LEGEND <br />Limits of Work <br />0 ,. <br />D Existing 4" Gas Main <br />m <br />4 (High Pressure) <br />20' (Typ-) 1 20' (Typ-) <br />40' (Typ.) <br />1 <br />1,Q 4 <br />NOTE: 1. See Sht.#14 for Pipe Trench Detail. <br />2. For complete R/W, see R/W record maps <br />at 1810 E. Hazelton Ave. Stockton, Calif. <br />40' (Typ.) <br />4' Shld. <br />EP_.....__. ... - -------- ---- <br />�c Exist. driveway to remain in place. <br />Conform at edge of existing 25' <br />driveway at Sta. 24+44 Only. <br />EP <br />L: <br />4!'G <br />R/W <br />0 <br />PO <br />� Fuirchild Ln. <br />No. 21258 <br />* Exp. 9-30-97 <br />FBF <br />FAIR HILD LN. <br />Sta. 4+74 <br />Sta. 15+75 <br />Sta. 19+30 <br />Sta. 24+38 <br />EARTHWORK (For Information Only) <br />LOCATION <br />Rdwy <br />Exc.Emb. <br />(C.Y.) <br />Rdwy <br />(C.Y.) <br />Sub. <br />(C.Y.) <br />Str. <br />Exc. <br />(C.Y.) <br />Str. <br />Emb <br />(C.Y.) <br />ROADWAY: <br />Sta.4+74 <br />20 <br />8 <br />4 <br />9 <br />7 <br />Sta. 15+75 <br />14 <br />26 <br />4 <br />Sta. 19+30 <br />14 <br />23 <br />4 <br />Sta.24+58 <br />36 <br />25 <br />4 <br />TOTAL <br />84 <br />82 <br />16 <br />9 <br />7 <br />COUNTY OF SAN JOAQUIN SCALE: NONE PLAN MINOR STRUCTURE IMPROVEMENTS 1993 She 6 Na. <br />FAIRCHILD <br />Drawn <br />By Date I Project Engineer Date Checked Date Submitted Date Approval Re ommended Date <br />
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