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SP676 - SP680
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Last modified
7/15/2024 1:39:59 PM
Creation date
1/22/2016 11:46:07 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Resurfacing Streets of Acampo
Year
1986
Project Engineer
Larry Violett
Roads Worked
Center St., Sycamore St., Oak St., East St., Acampo St.
Orange St.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP676 - SP680
Type
Resurfacing
Document Relationships
Acampo (Town Of)
(Message)
Path:
\VAULT MAPS\*CARD CATALOG*\A
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F <br /> Limif,5 oP ClearIng (5' 0rubbing, <br /> Const. ------ <br /> z Earthwork (A41'5c. Area.5) <br /> CD L lml'f5 o7O Clearing Grubbing, Carthwork (Misc. Areas) ---------— <br /> + variable /0' ...... /01 - *Var;able A- Confiorm <br /> ---------- *-- <br /> C4 o- 6' 011-06, far. <br /> 'b <br /> V0 r Va r .04 (Typ-) <br /> Shoulder Detail <br /> N CD <br /> %0 z Acampo Rd.- Sto. 5 t60 to 5/a, 39*00 (Rt e Lt) <br /> 8-fa 5,60 to 51a.37-t 50 = O'L-f) 0' eft.Concrete Sto. 37,k50 to Sto. 39-POO = 0' Lt, 2'Rt <br /> 5to. 39¢00 to ,Sta. 42,100 = O'lo 6'U, 2'to 6'Rt <br /> Stu. 42*00 to Sta. 50.,15 61 Lt R/. <br /> TYPICAL SECTION &u 5*60 to -fa. 37*50 > rxisfing Roadway is 20' 2 <br /> Acampo Road (Lower SacramenRd. -to East 5-tree-t + Sta. 5 *60 to Sto. 39+00 - See SMulder Delad) <br /> 8ta, 5 * 60 -to Sta. 50 -A /5) Sto. 39 -,00 -to St-Q, 50 /5 = 2' <br /> OEAIERA L NOTES <br /> Const <br /> I /. L177porfcd Borrow— The Inoleriol shall hove o <br /> oP Clearing e Grubbl'n_q, Earthwork (Roadway Widenl'nq) rn;n;mum R- Value of 50. Sand Equivalent <br /> P 41 /0 /01 M-46-- 41 1, requirement i5 waived. <br /> Var Va t' 2. AS halt _Concrefe Levelinq — Len_qM, w;&17 orad- -7-. <br /> Widening— Moenin� location .shall ,be m <br /> e o�iAer--- Ined by the Engineer. <br /> 5ee Charf UarSee chart <br /> Con/orm Payment -Por 7('urn1'sh1'nq and delivering 177aterl'al <br /> Coaform — <br /> Va r -Var. to Me Job .site shall be by Hem '*/O� Asphalt <br /> Concrete (Type 3). Ploc;n -npach'ny <br /> _9 and col <br /> materiol shall be by /tern '/) Force Account. <br /> 0 1177POP/ed Borrow �/YO) Ex i5 tiny Roadway <br /> 0.2.5'A 5phalt Concrete <br /> 3. Crock Sealink of Acompo Rd Shall be dbw <br /> TYPICAL SECTION ROADWAY WIDENIN6 CNART as directed bhe 6nyMeer. Pq <br /> anent or <br /> Center 5fre&(Acampo Rd. to Ea-5t 3f ) STREET WID NING lhlk shall be by 1-1-em Force Accoun4 <br /> Sto. 0,,12 to St(7. 15-�40 LePt Right <br /> Vcoomre Street (South End to North End) Cen te r, S1: 0'-6' 0'-5' <br /> 5 ta. 0100 to 5 ta, 13-1-93 5ycomore St 0'_3' 0'-5` <br /> G) 00k Street (Soui-17 End to 1qCGMp0 Rd.) <br /> CD 5ta, 0,1/6 to Sto. 6.1-60 <br /> x 5. <br /> 1 <br /> 0 Eo-5t ,Street (South End toAcompo t2d. ) Oak St. 0 -21 <br /> 5fa. 0,100 to Sta. 5�45 Ea-5t St 01-4' 01-31 <br /> Orooge Sti-eet(-5ycamore 51: to End) Oronge St 01 /1 01 <br /> Sta. 0*03 to Sto. 3+20 <br /> SCALE: NONE TYPICAL SECTIONS STREETS OF ACAMPO GSheet No,cz)' A N J 0' AQ U I N 5 <br /> Che,,�ked By _p <br /> Eqq�naqr 0 at a Asso6ote E Dot Aproval Recornrm's de, <br /> 3m <br /> ............ .......... <br />
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