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NOTE
CONTACT GAS CO. PRIOR TO
EXCAVATION FOR LOCATION
OF LINE AND SERVICES.
STA 4+03 LT € RT - (�
CONSTRUCT 16'X13' ASPHALT
CONCRETE TURN AROUND
(TYPICAL BOTH SIDES OF
MATCH EX. DRWY ROADWAY- SLOPE TO STREET.) \
PROVIDE ASPH
rT __ TO FACE OFFSIDEWALK ,
11 II h —
�l _
�I
I ! I I I I I III k°k, ! Ib b�'�01
-----—��--------------_-------------------__ ----WM------------ -_— ---- —s , — -:1
13' I`
WM NM — — W — w,n
— — — — -- �- — — — -- �— — — — — -- -- — — — 1 — ')1 , — — -- --- - -- -- — — -- — — — — —
411 a P I I I I I II 1�y II 161
I _ _
- 6" -- - _- C B # I i
w l
Op0 ED REA P
I�oo , I I I I I 3+0o i 4+00
Z+�o
—� — y� I —
� m\
REMOVE EX. CURBING - REPLACE W/STD. CURB GUTTER SECTION I 6 P
I �6
I I CB# 2
wM wm 16 \ r
—-�------- _ _� -----� --� L-------------� L—--------------------------------� L---------- -- —,---- �,`
13 �t
---- - --------�;---------- - i i i _---- - ---- -- `----------------- - - - r1l--- ---- -- -
CURB � GUTTER TO MATCH
EXIST AT P.T. OF CURE ! U
RADIJS - TYP. BOTH SIDES - I I ` STA. 4+13 14t LT � RT
Li I I INSTALL CATCH BASINS
LJ REMOVED FROM STA.1+10
PLACE STORM DRAIN AS NOTED
BENCH MARK: CHSD. SQ. CONC. LANDING 6' S. OF SE CNR.
ST ANTHONY'S BLDG. NW CNR. S4th ST � WHITWORTH AVE. S.
ELEV. = 28.96
0
Z4
Z4
22
901
♦ /-
O
N O
ti N N
N N N
CO'JSTRUCT CEMENT CONCRETE
CURB ANC GUTTER TO DESIGN
GRADE - BOTH SIDES
TOTAL L.F. = 754
RELOCATE EXIST CATCH
BASINS TO STA. 4+13
141 LT ; RT. MATCH ALL EXIST. WALKS
ABANDON AND PLUG REMOVE > REPLACE AS REQ'D.
EXISTING PIPE
1-z
x cn
w ( -m
Q M W
WNITWORT� 4 IWE SO.
J 7 J
W +1 0
cr Fa-- J
W
W. o P0R17.: t" = 2U" M�
t I J
0 N VER 1. 1„_ 21
w m t cn
cr u (10
N (D O M r— — itj 0) N 0 1- ti rn
O O CO f— N to V: ro N N
I- c0 c0 c0 c0 c0 c0 c0 c0 c0 6 c0
(V N N N N N N N N N N N N N
/--- EXIST. (, P 20 {= l LE
i�A^E
4" W
L
S=- 0.0025%,
CENTERLINE PROFILE = TOP OF CURB
0f 50 1400 /f- SD 2400 2� 50
3-i 00
3-50
CB # I OUTLET PIPE INV. 25.20
CB#2 INLET PIPE----�
INV 24.55
CB#2 OUTLET PIPE
INV. 24.85
=0
cin®
—i-
EXIST STORM MH.
6o C. P6L WkcC
PROPOSED
PLANTER AREA
� I
36' - 6 " STORM DRAIN
q14 50
.5-100
ATWORTO WE SO.
�2DZW�Y IMPRNEM�NT
�. 4 TB S-[". -m a � LaLb -2
at:.cAw 1-19-7 7
c-> -C&t
sc (DOTED .
327
1 a
REVISION BY APPROVED_
Dtq sCTOq OF NUB�IC WOgN3
MIC l V FILMED or O -5 7