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SP2239 - SP2245
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Last modified
7/15/2024 8:49:45 AM
Creation date
1/23/2016 12:37:48 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Douglas Road Curb Ramp Retrofit
Limits
Williamsburg Place to Pershing Avenue
Year
2000
Project Engineer
Deen Gilman
Roads Worked
Douglas Rd.
Red Lines
Yes
Supplemental fields
Classification
Record Drawings
Cross Ref
SP2239 - SP2245
Type
Curb Ramp Retrofit
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A.C. (Miscellaneous Areas)' Trench cuts in local <br /> streets shall be resurfaced with 0.60' deep-lift <br /> A.C. resurfocing. Areas along Pershing Avenue shall <br /> receive 1.00 deep-lift A.C. resurfacing. Trench <br /> BCR Existing Pavement Repair <br /> -I�-� NOTES: <br /> I <br /> W1. RELATIVE COMPACTION OF MATERIALS SMALL <br /> I IC BE TESTED IN ACCORDANCE WITH THE STATE <br /> OF CALIFORNIA, DEPT. OF TRANSPORTATION, <br /> A 1 1 'T CALIFHORNIA 216 OR 23IL METHOD No. <br /> 2. ALL EXISTING PAVEMENT SHALL BE NEATLY <br /> CUT TO LINE PRIOR TO TRENCH EXCAVATION. <br /> Compact in 12" max. <br /> Blayers to a minimum 3. THE M PAYMENT WIDTH BE <br /> relative compaction of 95%. \ � Variable USEDD FOR FOR MEASUREMENT OF A.C.C (MISC. <br /> (1.0' 3.5' + marJ AREAS.) USED ON TRENCHES SHALL BE <br /> A/ THE OUTSIDE PIPE DIAMETER PLUS 3 FEET. <br /> I' 4. POVIOE SHAPED BEDDING FOR PIPE BARREL <br /> m <br /> L YYl / AND SPIGOTS. <br /> y \ ' <br /> 0C - - Structure Backfill: O.D./2 <br /> 4.�6' ' Compact i6" layers to a <br /> mtinimum relative compaction <br /> L of 90% <br /> o <br /> \ ` 10" Min. - 0.D. 10" Min.n C \ 0.D. <br /> -- - - + 20" Min. TYPICAL TRENCH BACKFILL <br /> A m <br /> O 2n <br /> em Maximum. Payment <br /> C Width for A.C. (Misc. Areas) <br /> Maximum Payment -f7Kist <br /> LOCATION QUAD A B C D L W f (sad) "SMT <br /> width for Lawn <br /> Williamsburg Place NE 16.2 5. 1.0 4.0 1.0 M New C G & S <br /> Williamsburg Place SE 19.3 1.4 a 1.0 0 3.7 1.0 <br /> Harrisburg Place NE 19.7 0 2.0 8.0 3.8 2.0 <� w <br /> Harrisburg Place SE 12.9 5.9 2,0 2.4 3.7 2.0 1, u <br /> Install Lawn (Sod) <br /> v Harrisburg Place SW 6.2 4,2 2.0 5.2 3.7 2.0 _ <br /> as req'd to restore <br /> Pershing Avenue NW 13.2 0 2.0 11.6 4.0 2.0 adjacent areas <br /> 9.0 f Place A.C. (Misc Areas) Cc <br /> >On .n <br /> m o restore Pavement. <br /> s <br /> m Pershing Avenue SW ttPt <br /> 79.4 1 2.0 6.0 3.8 2.0 <br /> r See Sheet 7 for depths. Y in ! s ?+ <br /> t TYPICAL RAMP DIMENSIONS TYPICAL SECTION W a a l4 <br /> tP <br /> (IN FEET) - <br /> ll. �: Gx <br /> COUNTY OF SAN JOAQUIN Details & Typical Sections Douglas Road Curb Romp Retrofit Sheet No. <br /> Williamsburg Place to Pershing Avenue 2 of 7 <br /> DRAWN BY DATE PROJECT <br /> ENGINEER DATE C DATE SUBMITTED DATE APPROVAL COMMENDED DATE <br /> Jaed Pechal 8/ 00 A/� /dro NU ran U`�00 <br />
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