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Z COr/.sfrvcfron
<br />R/w
<br />I
<br />I '
<br />I
<br />I
<br />7/
<br />Relky
<br />Diverfii� q Coma / � O
<br />Bridge o O
<br />p Q �So
<br />v�
<br />4��'-F4 1��W
<br />EP.
<br />33,6'2t /oo '
<br />Tran s
<br />CUR Vf DATA
<br />00 N
<br />R , 794. 74 78'
<br />A = /O 0 34' 00" o N34* 19'00"E `a,r Trans. Y
<br />T = i, 090.7/
<br />CO21/7-2.
<br />Ch - 2, / 7.2 . Pf
<br />ci L = 2, /75. ZZ-
<br />�
<br />I
<br />140
<br />t
<br />7-A —LO -
<br />72 v9 80 100 IID 1 2 3
<br />00
<br />ih O �/ 00
<br />PLAN/NO ASPHALT CONCRETE PAVEMENT
<br />Location Quan tify
<br />Sfo. 7/100 to Sfo. 7/.,.50 4223)"
<br />Sfa. 85150 to Sfo. 99t e5 CLf.) 458 S• Y.
<br />Sfo• //7150 lo Sto. //81 OO (L/.) /67 S. Y
<br />ror4/ _ /. 047 S - Y
<br />ASPHALT CONCRETE
<br />(TYPE ,8)
<br />Location Quonti ty
<br />iPoodwoy
<br />4,445 Toos
<br />Iatersectio�s 8 Toms
<br />Orive�vo ys 47 Tors
<br />?s
<br />L 4,500 Tons
<br />PAVEMENT REIIVFORCINq FABRIC
<br />Local -ion Quantify
<br />Sta. 7z�0o fa �5'fa. //3100 .Z/, 86 7 S.
<br />Sfo• 1/3t oo lo ,SAp. //7f.S0 /, zoo S. �
<br />Torg L .2.3, a67 S.Y
<br />SN'OULDER BA Cl<I' IVG
<br />Location quantity
<br />Sf4.7,Zt00 ` to SA -a. 111,150 -t 348 Tohs
<br />DR'/ VAEWA YS
<br />Location
<br />Type
<br />Quanfiiies
<br />NO.
<br />S. Y
<br />Throughout Projecf
<br />Throe jhovf Project
<br />D
<br />E
<br />3
<br />7
<br />/55
<br />,204
<br />A. C. D;,Ees to
<br />remal,17 in P/ace .
<br />L ECS END
<br />o.00' Depth of Asphalt Conere* P/aninq
<br />O�
<br />`R COnfOrrn to Existing Radii. a�
<br />Locofion of Asphalt Concrete Flaming
<br />Variab/e depth Aspha/t Crncre* OVCr•/ay.
<br />3'
<br />38'f JJ Co' sf•
<br />I
<br />Q� ,Existing Con Torr»
<br />Ex�sfing C'. �'G. Q' S'vrf4ce _ _
<br />�- - Ex:sfng iPood�vay
<br />New AC- Sur la c: ng is P/a,7eor Svrfoce
<br />,?of Showa Aor elarl';Ay
<br />A IEMENT PZAN/NG ,DE74- 14,
<br />Sfo. e5'.-50 fo S""7 90,1 90 (Lf.) -Paved Fran foga
<br />.Sfa. 9O0, 90 to Sfa• 99 --'?5 CL t) - Cvrb � Gvtfer-
<br />No Scale
<br />C'o i sf.
<br />�'O/7TOrrYI
<br />fes;
<br />P,L A /V
<br />I"
<br />Conform
<br />'C`or7form @E. P.
<br />E. p '
<br />R/w
<br />\D
<br />1'
<br />� I
<br />Ex;sf /Nidfh �. Conforrrr Conform � � Exist • /.j/.•d��
<br />TYPE D TYPE ,E
<br />0.30 "Aspha/f Concrete over-rhaoeol vor:ob/e o'epfh 4soha/l Concrete
<br />Qnd eampacfeo' 7allve over pa✓ed of- vew4y -
<br />T YPI Cq,L OR/1i1E91A YS
<br />No Scale.
<br />v.1 i Napiwi T
<br />Concrete overly Ex;sf ny 'evadr vo y
<br />TYPICAL c5ECTIOAl
<br />Sta. 7/,400 fo S/0- //.2,478
<br />Alo Scale
<br />)./O'A•C. Dep /-h (Typ.�
<br />,orlfyorIn
<br />o'er Bockli79 (Typ j
<br />®=
<br />50 Fe¢.t
<br />/00' o
<br />0
<br />rio17s .
<br />00
<br />s5O co
<br />Cif 017/y )
<br />O
<br />7 �/7
<br />g � �
<br />ni
<br />GE/VERA,L /VOTE,"
<br />/. Longifvd1i7a/ jo;rJfs /n the top /oyer o' ,4spholl Coocrete
<br />sho// correspond `vith the edges 0l - the exisfii7g
<br />craft': c /ones .
<br />2. Existing Povernenf mor,Eers rnoy -emali 7 /17 place where
<br />aver/4y fhick,?ess is O• .Z.5' or yreofer .
<br />3. Where exists on horizonfa/ cell-ve the
<br />new surface slope ono' droii� �y e shall corvtor,» to
<br />ex:slli7y .
<br />z
<br />e01751-
<br />I
<br />of C/eor:ng vr7d 6rv6bin
<br />8' -I— A 1/4r. 30' fo /8'
<br />X:7--- -30',451 24. _1_ 8'
<br />Reinf. Fabric RQinf. Fabric
<br />/'"
<br />� I I I , . ♦
<br />L
<br />L
<br />I I 1�4r• I I
<br />s �
<br />®_-- ------ ----------------- -- �J
<br />See Detail A
<br />0. 04 ' A. C. Depth 0.04' A.C. DI¢pth
<br />0.30 Wspha/t Coacrefe 4ver/gty
<br />Ex;sfii791 .Poodway
<br />0.15" A.C. finish Course T YP/ CAL SEC" U/y
<br />- - Pavement Reinforcing fohriC Sfo. //Z f 78 lo Sfo. //81100
<br />/-- 0. /5 ' A . C. Leveling Course. No Sco%
<br />DE TAIL A
<br />No Seale
<br />E w k Vin. r Cl s"
<br />WILSON WA Y
<br />lig A
<br />.S /8 %� 1' � � &? 0iver11*r7q Canal lo Slate /liyhwoy 99
<br />'Refer to P/on !/ie`v
<br />for exact avidfhs .
<br />EAST STOC&TON STS.
<br />iPESURF,4C//I/G -/987 .s s
<br />C UR VE DATA
<br />p
<br />0
<br />R =
<br />7,500. 00'
<br />A =
<br />02 ° Z7' 3¢„
<br />L =
<br />32/. 94'
<br />T =
<br />l6/. 00'
<br />Ch =
<br />321.92
<br />u
<br />4i
<br />N
<br />4
<br />5
<br />h
<br />6
<br />7
<br />� r
<br />E. p '
<br />R/w
<br />\D
<br />1'
<br />� I
<br />Ex;sf /Nidfh �. Conforrrr Conform � � Exist • /.j/.•d��
<br />TYPE D TYPE ,E
<br />0.30 "Aspha/f Concrete over-rhaoeol vor:ob/e o'epfh 4soha/l Concrete
<br />Qnd eampacfeo' 7allve over pa✓ed of- vew4y -
<br />T YPI Cq,L OR/1i1E91A YS
<br />No Scale.
<br />v.1 i Napiwi T
<br />Concrete overly Ex;sf ny 'evadr vo y
<br />TYPICAL c5ECTIOAl
<br />Sta. 7/,400 fo S/0- //.2,478
<br />Alo Scale
<br />)./O'A•C. Dep /-h (Typ.�
<br />,orlfyorIn
<br />o'er Bockli79 (Typ j
<br />®=
<br />50 Fe¢.t
<br />/00' o
<br />0
<br />rio17s .
<br />00
<br />s5O co
<br />Cif 017/y )
<br />O
<br />7 �/7
<br />g � �
<br />ni
<br />GE/VERA,L /VOTE,"
<br />/. Longifvd1i7a/ jo;rJfs /n the top /oyer o' ,4spholl Coocrete
<br />sho// correspond `vith the edges 0l - the exisfii7g
<br />craft': c /ones .
<br />2. Existing Povernenf mor,Eers rnoy -emali 7 /17 place where
<br />aver/4y fhick,?ess is O• .Z.5' or yreofer .
<br />3. Where exists on horizonfa/ cell-ve the
<br />new surface slope ono' droii� �y e shall corvtor,» to
<br />ex:slli7y .
<br />z
<br />e01751-
<br />I
<br />of C/eor:ng vr7d 6rv6bin
<br />8' -I— A 1/4r. 30' fo /8'
<br />X:7--- -30',451 24. _1_ 8'
<br />Reinf. Fabric RQinf. Fabric
<br />/'"
<br />� I I I , . ♦
<br />L
<br />L
<br />I I 1�4r• I I
<br />s �
<br />®_-- ------ ----------------- -- �J
<br />See Detail A
<br />0. 04 ' A. C. Depth 0.04' A.C. DI¢pth
<br />0.30 Wspha/t Coacrefe 4ver/gty
<br />Ex;sfii791 .Poodway
<br />0.15" A.C. finish Course T YP/ CAL SEC" U/y
<br />- - Pavement Reinforcing fohriC Sfo. //Z f 78 lo Sfo. //81100
<br />/-- 0. /5 ' A . C. Leveling Course. No Sco%
<br />DE TAIL A
<br />No Seale
<br />E w k Vin. r Cl s"
<br />WILSON WA Y
<br />lig A
<br />.S /8 %� 1' � � &? 0iver11*r7q Canal lo Slate /liyhwoy 99
<br />'Refer to P/on !/ie`v
<br />for exact avidfhs .
<br />EAST STOC&TON STS.
<br />iPESURF,4C//I/G -/987 .s s
<br />
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