HomeMy WebLinkAbout1953 S0929(2) .pdfE
Na I TITLE
Na 2 TYPICAL CROSS SECTIONS
NO. 2 ESTIMATE of QUANTITIES
NO, - MISCELLANEOUS QUANTITIES
HIM - RIGHT Of WAY PLAT
No - DRAINAa STRUCTURES
NO.9110 CROSS SECTIONS
ol
CONVENTIONAL SIGNS
CULVERTS IN PLACE--.......�.]C^^^1aq
LINE, ...,.. ....
..�. .,®�
CULVERTS REQUIRED ....
ISNrP CN RAWGE LINE
DROP INLET- ....
-M
ION LPNE
POWER PCLERIGH.. _., ... ,,..
TELEFNONE 'M TELEGRAPH POLE .....Y
CRP NAY LINE ,....
"'-""" RKHT OF 4Af MARKERS. ......
ENT RlGNT Of WAY IiNE .....
BIT
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TREES
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_ .` CR^UMO ELEVATION -.-
RW04__ ...
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_. GRADE ELCV4TIDN. .,....�
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STATE HIGHWAY COMMISSION OF s
PLAN D PROFILE OF i-♦ r
[""LORENCE VILLAGEa __D
BEGINNING AT APPROXIMATELY THE WEST LIMITS OF HAMMQNO
STREET APPROXIMATELY 196FEET NORTH FROM THE SOUTH
VILLAGE LIMITS OF BALDW[N AT THE SOUTHEAST CORNER OF
SECTION 25, T-29-N, R-17-`N, THENCE WEST ON FLORENCE
STREET TO THE INTERSECTION WYTH TTH. STREET
PLAN P R4
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31
TOTAL NET LfN6TN M CENTERLINE R0.11B Yt.
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DEPARTMENT OF COMMERCE
BUREAU OF PUBLIC ROADS
RECOMMENDED FOR APPROV,L.:
DISTRICT ENGINEER DATE
APPROVED,
ON E
POT 5tO8,8
STA, 2f22 TO 3tI3 LT
STA. Ot36 TO
6t33 LT TYPE'A'
GONG, CURB IN PLACE REMOVE
CONC CURB 5
GUTTER REDD 621'
--F------T—i-s—cRIPTION
BENCH MARKS
STA WO
TO StOO LT.
NO STA
C PT
ELEV
BEGININC PROD. SO' 929(2)
12*X225'RCSP REOM
Dj:�j�TOP
NUT HYDRANT RT,
�' �NT'DOPANT �nT
101,00
STA 0t36
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STA, 3t70 JT
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STA 6!50 LT
g
TOP OF GRATE
9557
I- TYPE C 8 REDD,
m
TOP OF BOX
INLET
91 39ao
9
TOP OF GRATE
TOP OF BOX
INLET 12'
9435
93 135
91,35
DISCH
92,28
INLET 2AIr
913:5
I
DEPTH
4,78
o I S c H 2 9 X Er
91.35
It�it�
2
3
4
5
DEPTH
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NO a
STA�3t7G RT
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TOP OF GRATE MT F
TOP OF BOX 9 go
DEPTH 5SCH 4,9z 5q
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STA, Ot36 TO 6t26 FIT. TYPE'A' STA. 3 t70 STA, 2t$3 TO 6t26 RT.
CONIC CURB & GUTTER REGO 614' I-I2'X36*RCS,P REOD, CONC. CURB ei GUTTER IN PLACE
REMOVE
Nunn==
ims
mom
N04
STA. 6t 00 RT.
I- TYPE'5H*CB. REDD.
TOP OF GRATE 94,35
TOP OF BOX 93,68
OISCH 91,75
DEPTH 4A4'
STA. GtOO
I-22'XIVX36' METAL ARCH REOC
T 5t08.8
STA, Gt02 TO 6t4O LT
I- 29'X WX 38' FETAL ARCH REOD.
11
1 s
P
6 P R I qqi �
d 114
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,; ,' END OF PROD. S 0-929{29
I /'�✓/ STA, 6 t 59 6
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F NO 5
STA. 6t 48 RT.
I TYPE'5H'C.B. REOD,
TOP OF BOX 93.63
i I INLET 91.82
P tl TTOPTOF'GRATE 94128
i
STA. 6t48 RT
I-29X 18'X IB METAL ARCH PIPE REOD. DISCH
I-29`X 18'X Id METAL ARCH PIPE REDD INLET
ET LENj}GTH OF CENTERLINE STA, 5t1$5O TO 6tjr.59.6- 109tj.6 LIN FT.
m�
No
@ENCH MA R__�
ETA
LEV
2 6f 23 TOP HYDRANT fRON RT 9Z21
77
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24 a
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45
6
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