HomeMy WebLinkAboutzW-0376SetI'
1HIH1L]LcCRE :ST LANE
St. Sta, 3 +70 RI, 15.3 EX 1 +20 be
16' /
— CONS ?itUCl CEM. CONC. � � EX C.I. To he N
INSTALL CURB INLET, TYPE M i.URB ^� GUTTER Rt. I6 on
Lt. 16' Connected by others.
TOP INLET = 285.02' ,�-p
CONNECT TO TYPE IE C.8 (b
AT LI, 16 WITH 32- G" CONC. PIPE_ /
i IStu, 1+231E
SIDEWALK 'SIDEWALK GCL SOCLD SL EE "YF (•1 +T)-
CONSTRUCT CEM. CONC. �� s
/ SIDEWALK 4' WIDE t forErc -in affnrte�teay f
.n i �
to SDJUSr RSA 6'C/ CAP orlLUG
v % ADJUSi EX. SAN. Mi.
TOP M-I = 286. 30' -
.97A, 0 79 e Ci22�°Bfti 7 M1xMl
EXISTING CEM.
p z w w a!
_- ~-- '
- _CO DE
0 w 0 ' 6"C I. IT _ J_ WATER
8G. 57
p 28560 285. B 286 05 SNG SAN SEWER W
177s-'
\ ._ \
WATG 'MA /N rY EXISTING -LV C_ - ASPHALT
LT 6 SSA. 1,2-f +0 I'AVtN G 0 +50 C
I
..\ \
12" CONC. PIPE STORM LINE �. 6'CL 22'/z°BEND(MIMT
( \ \/\
^-S J ST \ \
_ _ -- �-�•_�•__ _ F7,ISTING CEM CONC.. SIDEWAL-K
STA. 2 +57 -�� ` AS 1.6 1434" Lt, 146
6 "C4 PLUGor C/JP L/JSTA. 2 +42 v/ / `I ADJUST FX 5fORM MI.
�St.. 3 +70 Lt 15.3 16 "G / +/E YALYE (MlrM% / � TOP M-1 = 28G.02. t
- INSTALL CATCH BASIN, TYPE 11 1
OP CRATE= 285.02 � to 1 +21 Lt 15
STA. 2 +5'S Connected by others. spy,
2" BLOW OFF A55EM h' cry
(See C fy of RenEon Specs) \ MATCH EX. SIDEWALK
NOTE*
1 +26�
ALL WORK SHALL BE PERFORMED 5n,
Ihi A :CGRDANCE WITH A.P.W.A. 10
SPECIFICATIONS. - 10' UT IE.ITY
EASEMENT
PLAN
SCALE I"= 20'
(5-1-
./ t -I
N.O.S.
DATUM :
: :,
BEGIN: PI!OJECT Stu 1125 : I,
-- 50 V:C
_..
n
~
p
.
—TYPE II. C B
DESIGN PROFILE
\n m
w
> I EXISTING ROADWAY
;.
GRADE .025
284'
EXISTING CL :PROFILE
_
_r
.-
B AN SEWER M
- 282'-
BOTTOM -282 29
--._
i
i
�— STORM Mi
I
280'.
2
_ 2 C 0
i
�`TE PIPS
C, X15
276'.: :
INV. -•2B 0.52.
t
_ ; 1
I
2:7fi':
I �
(5-1-
./ t -I