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SP742 - SP749
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Last modified
7/15/2024 1:46:43 PM
Creation date
1/22/2016 11:50:22 PM
Metadata
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Template:
Small Plans - SP
Project
Airport Way and West Lane Resurfacing
Year
1986
Project Engineer
Larry Violett
Roads Worked
Airport Wy., West Ln.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP742 - SP749
Type
Resurfacing
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� I I <br /> 82329 <br /> Bench Mark- Blass Cap stamped 5- 32.5 Nt7TE.5 <br /> on the S.E. Cor of Drop In/et. IF/91I21,159P/ace /B"SOL, Grate E/ev eO. 7 See <br /> (U S.G S. Ootum) S.✓ Co. Standards Mo. C-4 f O- 7 I The Cant/oGtor shall conduct his Earthwork operation <br /> far details. in svch a manner as to r✓ot damage existiaq gas <br /> main. <br /> The Contractor shall grade area 44 <br /> within IO't of /B" S. D.1 to drain ;(. P/ace /2"0 X6/.F AMernati✓e Pipe (71P,A). 2 IS "0 Sidedrain shall be placed /o Provide a minimum <br /> into S.D.L ,Eait17wor1r (M6ses Areas). ; y , ( Connect to existing P.CC Drop Inlet. o1' 4" hetWeerr i/ and the exir ting gas main <br /> (TYPe I) j. X. f Eler. <br /> /-9,0. <br /> RIv9 2 existing openings (2'z 0.O.S') in 0ioo Isle/ <br /> with C/ass B Concrete. <br /> Bdl 3. The Contractor shatl cooeellrate work oo the <br /> ! drainage facilities at Sta 12ff70r with the <br /> �p Sovth Son ✓0,75wht lrrigatior/ District The <br /> Contractor shall llohry South Son 10ayv1n <br /> /riiyailon District a 'miaaitnvtn of 7 calendar <br /> days prior /o cor77rrrenairrq work on the <br /> I <br /> dra1t7age facifities. <br /> YAiroart Way2 <br /> LE0ENO Expires nn 9/30/89 <br /> I I <br /> Limits of Earthwork (M/serl/aeeovs Areas) <br /> Eris tin <br /> 360 <br /> " Pi e <br /> QgOEESS/ON <br /> A 9 P —�- D/rection of Orainoye 5�,�c� M 99!y <br /> E.p _ L = __ _ f D EXistinq PipeR. �O exis Piny Wood Rai/my ie �. ' 2125✓!' ��� .y'7p/ace 96"0 X 24 L.F Remfo/c< OIVRCIT <br /> Cohere to Pipe (C/as s 71J). Connect � �` � ����� %7� r <br /> to existing Pipe. F E/e✓ /B. QF AttF <br /> Limits of EortYWorh (M/JC.Areas)(Ty? r) . <br /> S"S Gas Main <br /> Place Rock Slope Protection Place /8"0x72 <br /> A/}ei <br /> (Facing, Mcthod B) no ti ve Pipe (7ypc A) / t Imported Borrow <br /> 12"(RocF <br /> O mI Slope <br /> rA zD Conform A Eley /ZO 20— Pio tel tmn) d`6as Mom sO,-es,q <br /> 3 f / <br /> m /_-- - - b <br /> 36"0 Exisiing <br /> y PLAN place 36"0 x24 L.E R.C.P (C/ass Td) <br /> v g E/er /3.4 <br /> f �ioinage Crossing 2,000't /Y/o Lothiop Road <br /> m Sta. /PS�70 r <br /> ,SECT/ON A -A <br /> � o COUNTY OF SAN JOAQUIN NO SCALEcoNsrRverlav wrA/Ls AIRPORT wAr 3eef <br /> V Lathro Rd /o Roth Rd. of 8 <br /> Drawn By I Date I Project Engineer Date I Checked By Date I Approval Recommended By I Date I De utv Director Date <br /> 7/1* <br />
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