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<br />NOTE
<br />The lengths and widths provided in the following table are for informational
<br />purposes only. The areas shown were formulated using AutoCAD®and include
<br />areas not reflected in the length or width measurements. These areas
<br />all radii flares, cul-de-sacs, paved frontages and paved shoulders.
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<br />Street Name
<br />Limits
<br />Length
<br />(FT)
<br />Width
<br />(FT)
<br />Area
<br />(SQYD)
<br />Length
<br />(LNMI)
<br />Area
<br />(SQYD)
<br />RAYMUS VILLAGE
<br />Apache Drive
<br />South State Route 99 Frontage Road East to East
<br />End 710
<br />40-64
<br />4,004
<br />0.27
<br />3,787
<br />Arapaho Court
<br />Cul -De -Sac (R=41') to Arapaho Way
<br />165
<br />32
<br />930
<br />0.06
<br />885
<br />Arapaho Way
<br />Shoshone Drive to Pueblo Drive
<br />1,191
<br />32
<br />4,376
<br />0.45
<br />4,107
<br />Blackfoot Way
<br />Pueblo Drive to Seminole Way
<br />395
<br />32
<br />1,540
<br />0.15
<br />1,449
<br />Blackhawk Way
<br />Comanche Drive to North End
<br />114
<br />32
<br />443
<br />0.04
<br />392
<br />Chickasaw Court
<br />Cul -De -Sac (R=41') to Chickasaw Way
<br />332
<br />32
<br />1,550
<br />0.13
<br />1,468
<br />Chickasaw Way
<br />Arapaho Way to Mohican Drive
<br />616
<br />32
<br />2,322
<br />0.23
<br />2,181
<br />Choctaw Court
<br />Pueblo Drive to Cul -De -Sac (R=41'x2)
<br />175
<br />32
<br />1,803
<br />0.07
<br />1,739
<br />Comanche Drive
<br />Navajo Way to Paiute Way
<br />665
<br />32
<br />2,630
<br />0.25
<br />2,478
<br />Cree Court
<br />Cul -De -Sac (R=41') to Pueblo Drive
<br />103
<br />70
<br />844
<br />0.04
<br />813
<br />Modoc Court
<br />Mohican Drive to Cul -De -Sac (R=41')
<br />151
<br />32
<br />897
<br />0.06
<br />855
<br />Mohawk Way
<br />South End to Pueblo Drive
<br />131
<br />32
<br />495
<br />0.05
<br />464
<br />Mohican Drive
<br />Pueblo Drive to Chickasaw Way
<br />1,555
<br />32
<br />5,808
<br />0.59
<br />5,453
<br />Montezuma Way
<br />Mohican Drive to Cul -De -Sac (R=41')
<br />380
<br />32
<br />1,691
<br />0.14
<br />1,598
<br />Navajo Court
<br />Cul -De -Sac (R=41') to Navajo Way
<br />106
<br />60
<br />809
<br />0.04
<br />777
<br />Navajo Way
<br />South End to Comanche Drive
<br />971
<br />32
<br />3,629
<br />0.37
<br />3,406
<br />Paiute Way
<br />Mohican Drive to Comanche Drive
<br />230
<br />32
<br />983
<br />0.09
<br />927
<br />Pueblo Drive
<br />Lathrop Road to Mohican Drive
<br />2,818
<br />32-40
<br />12,643
<br />1.07
<br />12,063
<br />Seminole Way
<br />Blackfoot Way to Yuma Way
<br />615
<br />32
<br />2,380
<br />0.23
<br />2,240
<br />Shawnee Way
<br />Pueblo Drive to North End
<br />914
<br />32-40
<br />3,909
<br />0.35
<br />3,704
<br />Shoshone Drive
<br />Shawnee Way to Arapaho Way
<br />580
<br />32
<br />2,193
<br />0.22
<br />2,061
<br />Yuma Way
<br />Pueblo Drive to Seminole Way
<br />374
<br />32
<br />1,465
<br />0.14
<br />1,378
<br />TOTAL 13.2911
<br />57,344
<br />5.041
<br />54,225
<br />30"
<br />61P
<br />NO DUMPING A o
<br />FLOWS TO RIVER
<br />6A -
<br />DRAINAGE
<br />DRAINAGE INLET MARKER
<br />(STAMPED CONCRETE IMPRINT)
<br />Place as directed by Engineer as part of Minor
<br />Concrete (Curb Ramp).
<br />Surface of 0.25"
<br />Concrete
<br />0.0625"
<br />0.25"
<br />'--0.125"
<br />SECTION A -A
<br />STAMPED CONCRETE
<br />IMPRINT DETAIL
<br />COUNTY OF SAN JOAQUIN NO SCALE PROJECT LIMITS AND
<br />CONSTRUCTION DETAILS
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE
<br />Jonathan Curry 04/1$ 1 .L :5 /-1 �/$ I& , 7/i ,x-7111
<br />Face of Curb
<br />Maintain Score Mark if 5�j" 2.5'Lawn (Sod) „ Monolithic Pour 2" Existing
<br />i':,_ 2% (Max) 1stPavement
<br />4,0_61
<br />1
<br />_
<br />12" C -C
<br />6,.
<br />Typ � . f� o3
<br />5/8" x 24" steel dowel, 6„ 6" Place HMA (Misc
<br />greased and wrapped one Areas) 0.50
<br />side through all expansion 4" (Min) Class 4 thick to restore
<br />and cold joints (Typ) Aggregate Subbase pavement.
<br />under new CG&S (Typ)
<br />VERTICAL CURB, GUTTER AND SIDEWALK DETAIL
<br />NOTE:
<br />HMA (Misc Areas) and Maintain Lawn (Sod) will be paid under the Minor
<br />Concrete (Curb Ramp) item of work. Where roll curb, gutter and sidewalk repairs
<br />occur, HMA (Misc Areas) and Maintain Lawn (Sod) will be paid under the Minor
<br />Concrete (Curb, Gutter and Sidewalk) item of work. Place (match to existing) roll
<br />curb, gutter and sidewalk to replace midblock curb ramps to be removed (see
<br />Ramp Dimension Schedule for locations) and pay under Minor Concrete (Curb
<br />Ramp) item of work.
<br />Retaining Curb
<br />if Necessary New Curb Ramp with
<br />cast -in-place Detectable
<br />1.5' 6" Warning Surface
<br />1, Existing
<br />vrvry v Pavement
<br />-<� ��: ---
<br />��,
<br />Install Lawn (Sod) as
<br />required to restore adjacent
<br />areas, sprinkler system and
<br />street signs as required.
<br />Place HMA (Misc Areas) 0.50'
<br />thick to restore pavement.
<br />4" (Min) Class 4 Aggregate
<br />Subbase under new CG&S (Typ)
<br />NEW CURB RAMP TYPICAL SECTION
<br />NOTE:
<br />HMA width may be increased as needed for conform or slope reasons with approval
<br />from the Engineer. HMA (Misc Areas) and Maintain Lawn (Sod) will be paid under
<br />the Minor Concrete (Curb Ramp) item of work.
<br />RAYMUS ' VILLAGE- RUBBERIZED CAPE SEAL Sheet No.
<br />(Raymus Village Subdivision) 1 5 of 7
<br />
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