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Q� rI -1 /1 ti�0 A,/,0 TH15 1NTE.RSECTION. �• �Q l /I/Qi MONOLITHIC CURB '4SIDEWALK 0, DRIVEvdAYS
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4 tip Q U% �� `O 69 ti k Q�1 ��/ 09 UI k DESIGNED- g.A.P--- DATE ----- ---- FILE NO.-- - -
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Di hCb am. PLOT PLAN /!/ 4/U Div Q/Q- Q p �lU - -- B. PETERSON
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' w .� IiJ -A �,\ 1 //� /1/ L� JY� SCALE__.-..__.____.___._�.—_ FIELD BOOK —._____PAGE___
U 0 l/ ` REVISION gY APPR. DATE APPROVED- — - SHEET_-3 .-OF__�-.._
70 / CITY AGIN -_. - ____ _._ �� ti '`�' (7 /� 0� '? � No. I
NOTE = SEE PFROFILE BELOW FOR NEW
STORM SEW1=R INFO.
EXIST TREES, SHRUBS f,-- 5PRINKLING
SYSTEM TO BE RELOCATED PER
SPECIFICATIONS,
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CONSTRUCT\ON It GRADE
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TOP 40.9 9
1 NV. IN. 37.24N•W
I NV, I N. 37. 2 1 S.E.
II '34.9 6 N. E.
INV.OUT 35.IIS•W,
BOTTOM 33.73
17 +00
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18 +00
MANHOLE 116 Z (SO.)
20.04(5f LT)
TOP43.09
INV. IN 38.76N,
INV.IN38.99S•
It ii 3 6.94 E.
I NV.OUT3 8. 70 N.W.
BOTTOM 35.63
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1+92 (SORT) NEW BOTTOM 37.68
STORM I"1ANHOL.E_
1�1 OUT 38.9ON.
TOP42.12
EQUATION BOTTOM 3 7. 37
t R.R.TRACKS = I+59.00 BK.
I. S0. 3%R ST = 1+40.84 AND.
159E I 159 29 _I
R.R. TRACKS q__L SO. 390 ST.
(MILL AVE. S. TO INT. q—'- SO. 3 rzo ST) (iNT. ILR.R. TRACKS TO MAIN AVE. S)
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AREA BETWEEN MILL AVE. S. � MAIN AVE. S. ON S0. 3izo 157:
4 HOU SER WAY '5- TO SE OVERLAID WITH ASPHALT.
SEE TRAFFIC ENGINEERING DRAWINGS FOR SIGNAL tt,
CHANNEL.IE.A-TION REVISIONS THIS VICINITY.
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