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Conform at Existing Expansion Joint or RAMP DIMENSION SCHEDULE <br /> Saw Cut and Conform at Existing Weakened <br /> 1 :1 Typical (7New 1 11BCR I Plane Joint or Score Mark (Typical) No. Location Quad. Romp DC ensions S <br /> Concrete -f- + <br /> Sidewalk I II i R & D Exist. CG&S Place Truncated Domes 1 Franklin Ave./Monterey Ave. NE 4.8' 29.0' 35.6' N/A <br /> 6" Typical �o g co t1 t Install New CG&S at Curb Romp per 2 Franklin Ave./Monterey Ave. W 0.0' 12.0' 24.0' N/A <br /> (Typical) R.S.P. A88A (Typical) 3 Franklin Ave./Monterey Ave. SE 8.0' 20.5' 28.8' N/A <br /> N'- <br /> -20.7' -6.7' 22.7' <br /> Retaining Curb as Franklin Ave./Mendocino Ave. NW 10.2' <br /> CP � necessary at back 6.8' 18.a' 26.a' <br /> UX /I edge of Sidewalk Franklin Ave./Mendocino Ave. NE 12.7' 30.0' 30.2' 34.2' <br /> 12 Typical p s Franklin Ave./Mendocino Ave. SW 0.0' 13.0' 28.2' 7.8' <br /> �' JWiden Sidewalk 0.0' 17.0' 25.5' <br /> GUTTER DETAIL ••••:�!• 8� as required Franklin Ave./Mendocino Ave. SE 31.1' <br /> ''1 q 7b 48.0' 57.5' 20.5' <br /> 8 Franklin Ave./Alpine Ave. NW 8.5' 17.0' <br /> AT SDI LOCATIONS Q,s° •• �t J9 - -- o m 9 Franklin Ave./Alpine Ave. NE 6-2' 21.0' 26.4' N/A <br /> c� _x 100 36.5' 46.0' 19.0' N/A <br /> NOTE: _-- _- Franklin Ave./Alpine Ave. SW <br /> _ N (D j. 10b 60.5' 69.5' 18.4' <br /> 77.1' <br /> All SDI Frames and Grates not connected to a centralized storm Q (c' ___ __ F un 11 Franklin Ave./Alpine Ave. SE 0.0' 14.5' 25.0' N/A <br /> sewer system shall be reset to the original grade, unless otherwise 1.o 4'0' 12 Franklin Ave./Princeton Ave. NW 13.6' 23.5' 18.7' N/A <br /> directed by the Engineer. All other SDI Frames and Grates shall Min. <br /> Front Edge rrl 13 Franklin Ave./Princeton Ave. SW 16.5' 25.0' 17.0' N/A <br /> be installed a minimum of 0.1'7' lower than the lowest existing of Sidewalk 14 Franklin Ave./Princeton Ave. SE 13.7' 24.0' 22.0' N/A <br /> flowline conform or as directed by the Engineer. (Flowline) 15 Euclid Ave./Morgoret Ave. SW 1 10.4' 24.0' 37.2' N/A <br /> 16 Euclid Ave./Mission Rood SW 0.0' 12.5' 27.0' N/A <br /> TYPICAL CURB RETURN RAMP DETAILS 17 Euclid Ave./Mission Rood SW 8.5' 17.0' 19.8' N/A <br /> NO SCALE ' B and L should only be used as guidelines when constructing romps. <br /> See plans for actual dimensions of concrete removal and replacement. <br /> Flowline R & D Exist. CG&S <br /> IMP Install New CG&S (Typical) <br /> - > , 2% Place Truncated Domes <br /> DCur <br /> v 57, at Curb Romp per <br /> a R.S.P. A88A (Typical) at tbockningedgebofsSidewalk necessary <br /> m <br /> D <br /> Conform at Existing Expansion <br /> > A Joint or Sow Cut and Conform <br /> $ m 4.0' Min. at Existing Weakened Plane <br /> 6" Place Joint or Score Mark (Typical) <br /> 3 (Min) Truncated ---- --- <br /> Domes <br /> . ) <br /> X8.33% 8.33% <br /> (Max.) (Max. <br /> ��N• <br /> U1 <br /> ti 4.0' (Min.) 6„ ---- --- <br /> Retaining Curb <br /> as necessary <br /> 5%, 2% L <br /> ZZ le <br /> 1 ° Front Edge <br /> A of Sidewalk ." .... . <br /> > 4 (Min.) Aggregate Subbase, Class 4 (Flowline) <br /> rn SECTION A-A Compact to a minimum relative TYPICAL MIDBLOCK RAMP DETAILS <br /> compaction of 90% (Typical) <br /> NO SCALE NO SCALE <br /> M <br /> Z <br /> FRANKLIN AVE. & EUCLID AVE. RESURFACING sheet No. <br /> COUNTY OF SAN JOAQUIN AS NOTED RAMP DETAILS (Michigan Ave. to Inman Ave.; Franklin Ave. to Mission Rd.) 10 of 12 <br /> DRAWN BY DATE PROJ T AGINEER DATE CHECKED DATE APPROVAL RECOM ENDED DATE <br />