HomeMy WebLinkAboutTED4001849.2h E EX,st ss n� y m, Cut 510 e To 2L /
2 ! Type
303 t — vs Sto. 8 r /0. 90, 9. 23' L t
Top. Of Grate = 619. 91
1= 50' Horiz.
---- ------ ----- 60 5� • „ Re -Route Exist ,5'
SCALE • I = 5, V e► t. Roadside Ditch \Q r'`# TRACE" - 2
bb
CONTOUR INTERVAL = 51� slTyb,o o -
DATUM: K.C.A.S. ss�
a;
Ob
i
40
Type 17 P/ostic TrafPc ..� h� `_ ;. \V)�o �y� �o ; '(• \\ _ ,
5t7. 13 t 90.00, 9.23 �Lt Buttons, APWQ Type �. ��,\ \ G+�, 2 4d� ' No-
Top Of Grate = 223.92 /25 O 5' O C �TyP) \ Ce k v\ �� �\ _ g 5 Cpr/C. Curb 6 Yew J
Widen E . \ �t F �Q _ With ewo/h (Typ.) !L Q \ 9Y Extruded Curb. (Typ.)
O
C.f3.7 Type I Ex. CB., Contractor To verify See Detail Or) Sht. 4. �' Orh O �y ��
TT a � - \Q
Sto. 14f54.90 O. 7'Gt Location Q Invert Prior o �, pc;
7 Construction.
+ fist �;;� �9 °�
Top Of Grote = 211o. 73
/.E. - 213.90, 12 Q ` TRACT V
Ty�)
-
2�3
C. B. * 2, Type I
5ta. 7t /0.00, 9.23' L t.
1 Top Of Grate = 908. 40
1. E. = 203. 50, 12 "�
�g0
C. 6. * 3, Type I
5 to 6 1150.00, 9. 23' Rt
eh Top Of Gro to = 202.24
/ E = / 98. •50, f2 "0
II*00
.......................................- .................
No. I Elev. .At Flowline Or Edge Uf Asrhaltj Curve Data
�1
5to. 2t(o8. 24, 10'1 /, 216. 3
4 = 1150 24' 38 "
a/4 = 217 /2
R = 40,
a/2 = 219. 25
80. 57'
3/4 d = c'2/. 57
Sta. 13f90.00 /0'Lt, 223.93
2;
5ta.07'33, 12'Lt., 20(0.9&
A 90,0010011
J14 = 208- 47
R= c'5'
LAF=209. 99
L =39.27�
314 4 = 21158
a=2/3.0-6
3,!
Sta 0 t33, f2'Rt, 206.86
4 = 90*00,001,
Ll /4 = 20r.21
R = 25'
A/z = 204. 54
L = 39.27'
31414 = e028B
d = 201.22
NOTES:
1. Pavement Width Transitions From f2' To 10' Between 5to. PR.C.
1t5o. ¢3 To Sta. P. R.C. 3t96. Co9, Radius = 260; Right Side On/y,
r' Pavement Width Transitions From /0' To f8l Between 514-0. 13t00
To Sfa. P, R. C. /4 t25. 01, f3odius=8100', (fight Sio'e Oa/y,
3. 5ee- Sheet 3 Of 5 fnr 5rraere!evot�o,� Doto For Station 14t2/.B.J
Through Station 15 t 2l. Bf.
4. See Sheet 3 Of 5 For superelCvotion Data For Station Gt00
71-Tr041gh_ StOfron 8t00,
5. End Vertices/Curb And Gutter And 51o'ewa/k, 5egin "ornc.
Extruded Curb, Station 7105, 10IRt
G. End Conc Ex traded Curb, Begin VerhW/ Curb And Gutter
And 516,ewa/fs, Sto Lion 6t95, 101Lt.
7 End Concrete Curb And Gutter And y'io'ewo/k, Begin Conc. Extruded
Curb S10116n 2 tGB. 24, 10'Lt
6. Exis� Power Poles On Site To Be Relocated ay Others.
9. See Shee t 4 For Details And General Notes.
/0. Offsets To .nrainoge Structures Are Measured To The Center
Of The Grote 0, Cover.'
It All P V. C. Stubs 5ha // Be Pugged A t The Ups Cream End
12 Oriveway Curb Cal S'erv/179 Lots 14(2 Shall Be 25' Wide rn
Centered Over Orive way. �� o
l3. Mai/ Bar Location 1((M. 8. Location (Typ- )) To Serve Lots 4 2, 3,16, t z 1
17, le- Moil Box Location -*2 To Serve Lots 5, 3, 14, 15.
Mai/ Box Location 03 7o Serve Lots 8-12,
J\ 14. Exist. Sanitary Sewer ln&rmation /s From Sewer Pions
From Coscode Sewer Dlstrlct, U. L. /. 0. f 34, 'As F3ui/t "✓ept. 1971
f5. Contractor To Verify Location, Rim Elev, �, lnVert E/ev Briar
To COnStruct/orT
x MERCULENE' ...•�•� �••*•• �-
CRYSTALENE"11
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