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Last modified
7/12/2024 3:19:22 PM
Creation date
1/23/2016 12:16:35 AM
Metadata
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Template:
Small Plans - SP
Project
Morrison Gardens Resurfacing (Phase 1)
Year
1994
Project Engineer
J. Stewart
Roads Worked
Clover Ln., Eleventh St., Gerald Ave., Thirteenth St.
Twelfth St.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP1335 - SP1345
Type
Resurfacing
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Sta. 3+81 -13' Lt. Remove and <br /> LEGEND Salvage existing Frame and Grate. Sta. 4+05-15't Lt. Construct 24° <br /> Modify existing S.D.I. and place Storm Drain Inlet over existing storm <br /> Water Meter Manhole Frame and Cover at finished drain pipe. Reset Salvaged Frame and <br /> —L► Direction of Flow— grade. Refer to S.J. Co. Std. No. S-4 Grate. Refer to Sheet No. 8 for <br /> Surface Drainage for Frame and Cover Details. Storm Drain Inlet Details. Grate Elev. 99.25 <br /> C <br /> N <br /> D Storm Drain Sto. 4+14-17't Lt. <br /> > —� Power Pole and m o (� <br /> Const. <br /> Adjust Water Meter <br /> Guy Anchor � Box to finished grade <br /> Existing Barricade and °+a E Existing S.D.I. <br /> Gate to remain in place. N Conform I I to remain in place <br /> °I I I I I I I E.P. <br /> a)I I I I L-1 I I I I <br /> * Construct Type D Cf) ---- —R U 1--J <br /> Driveway <br /> 0 0 -- -------- <br /> N N r <br /> N N <br /> 7ph <br /> '. Type D Driveway shall be 2constructed with 0.30 A.C. Y v > E.P. <br /> over surplus material from o �opavement repair excavationo ti + c a Note: <br /> or Earthwork (Miscellaneous Refer to Sheet No. 2 <br /> Areas). w d It o E for Typical Section <br /> Place 55 L.F. °' Sta. 4+50 to Sta. 9+62 <br /> oConcrete Dike and Sheet No. 3 for <br /> (Low Dike). Re3+81 -19't Rt. Adjust c o Typical Section <br /> 10 <br /> S.P. No. A87 fDrain Inlet Frame Sta. 2+85 to Sta. 4+50 <br /> Bench Mark Sta. 3+35-25't Rt. rate. Grate Elev.99.00 Sta. 3+81-6' Rt. Adjust <br /> Ship Spike In J.P. Existing Sanitary Sewer � Sta. 3+87-22't Rt. Existing 0>, Manhole Frame and Cover 0' 40' 80' <br /> right of Sta. 3+60t Cleanout to remain in o Sanitary Sewer Cleanout to .o C to finished grade.. <br /> o Elev. 99.06 place. 3 remain in place. 2;o HORIZ., 1'=40' <br /> _ - N _...._. _....._ _.. _... <br /> °,. D ASSUMED DATUM THIRTEENTH STREET <br /> D 102 Approximate Finished Grade 102 <br /> 0 <br /> k Is ad Grade <br /> V <br /> Existing Profile _ <br /> 100 <br /> M lb <br /> 100 <br /> a FLt, <br /> ,r3i - +0.2%yExisting P ofile98 98 <br /> tj 0' 2' 4' Gutter Gra <br /> m VERT., 1 '=2' Gutter Grade Rt - <br /> 7 - <br /> 2 3 4 5 <br /> COUNTY OF SAN JOAQUIN <br /> NO SCALE PLAN MORRISDN GARDEN RESURFACING 17S!hee-t.No, <br /> 7 of 11 <br /> Mmr� <br /> Drawn By Date Project Engineer Date Checked Date Subnitted Date A r v Recommended Date <br /> FS. !A/92 93 X99 /��MI/!L! /'/a� <br />
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