HomeMy WebLinkAboutTED4001903.1f�V
STA I + 33, 17.5 L T
CI'*I - TYP IV
W/OPEN RB FACE FRAME 8
VANED GRATE
RIM EL = 33.99'
0 �,� � NO CONSTRUCT/ON OR DEVELOPMENT
' IN THIS AREA AS DICTATED BY
HEARING EXAMINER.
RELOCATED BY OTHERS _— �G'=,D
EXTEND ASPHAL T PAVEMENT
TO MATCH EXISTING 1.5' CHAINL.INK FENCE TYPE
X/pp_ TEL J. BOX o I SEE DETAIL B
A
9
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pp 1_.• •:4............ .
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.- � L/M/T OF 2" OVERLAY
BEGIN OF PROJECT -1 I
0 t00.00 GA RD RAIL STD HANDICAPPED i
WHEELCHAIH RAMP - It00
C NC. MONT.
114
/ BRASSIE
r POLE
AG
7 it OF ZX. 30'
OR / VEWA Y
i s% Fs
0",9 ys
STA. /+60, J7.5' L T
54" CB�2 -,TYP.
/oM EL = 34.04'
I1 RIP -RAP OUTFALL 8 GRADE TO DRAIN \
AS REQUIR4, \
of. 30 REL OCA TED BY O THERS `rs
PP W/TRANS.
• a. PR bsE, : 5 CON C: IZL.-K e . .
EX. 2S" MPi EX. EP
S = ": ,6 1 I IS 2. 76 % LIMIT OF 2" O VERL A Y
I TO .;:_M /N
IN PLACE
2+00
I I 35 LF•29"� _ -_
I a S = 2.76 0 _ -
I
I i EX. co
II
REL 0CA TE S/GN I
BEHIND SIDEWALK
SCALE: /" = 20'
4 + 00
HEL O CA TED 3 Y O THERs
'a
SS MH.
RIM 36.08
1E 12" NW = 3I.58
IE 12" S : "
IE8" Eof
-
RELOCATE FIRE HYDRANT
BEHIND SIDEWALK AND AO✓UST
FINISH GRADE
JV 88' 45' 09" 'W
STA. 3#20, /7.5' L T
C8'03 - TYP. I
RIM EL = 35.35'
552.49'
EX. ASPHALT TO BE REMOVED' LJ
3+CI0
N.E. 43rd STREET
STA. 4#80, /7.5' L T
C8a4 - TYP. I --
RIM EL _ 4/.63'
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'30'
2
VAR/ABLE 6—
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