HomeMy WebLinkAboutS-01790B:)+00 S
7-+-22.58 E
7--. MEADOW
4 - AVE.
6+53.01 S � INT.
-(0+05.00)
MH-23 0 +00 S Ii INT.
6 + 70.00 E 2+20,00
30' PERMANENT MH-24
pp EASEMENT
MB 1313 ASPH. PAVEMENT
AVM M W M pp c III N
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rp
p
V. M ma
F714 -L IN r, -
+
EL. 192.26 EL. 195.69
BASM'T BASM'T. EL. 196.46 EL. 201.15 F777771 J, V777,7r��
(3319) (3313) BASmr. BASM'T. EL. 198.24 EL. 201.60
(3307) Mw BASM'T EL. 206.18
(3221) F F EL. 21792
25' 25' 1, '33c) 1 (.3215) F F EL. 208.43 EL. 210.37
8 k, 7 6 5 4 (3209) F I, EL. 206.80 BASM'T F r
t I % 3 2 1 (3203) a) 5 BASM'T (1421) ( 1427 )
L
0
Z �, -- - -------
4
N
71.66' 4 L
_74' loo, loo, 102-.75'
25' 25'
p z
pe
'300,
SEE SHEET 10 OF 13
SEE SHEET 7 OF 13 '9907'6C7'5_
/5 TE /r1poRA�Y 3-hso.00 Rzg"OV5 011,571- 1 "= t4d H 0 fRl Z.
com5r -_4s_-ix_-1vjr;_ GALE : I"= 10' VERT (I414)
0 f 2 3 4 5 9-1.200.6.0 r, A 1 2 3
c�
z uj 00
0 L6 L�j 0 OeL
OLU 0 o
. 220
U.) E; C? r__ +,o: (1427)
+ 0i cm 0 to F
EXIST. PROFILE
TRAVERSE LINE 210
z
(1415)
uj
F F FF
0 01 1 1.
01,9 0,
+ (3219) (3215)
-200
0 BASM'T. v F F 200
rf, H HE L
0 (3307) BASM'T
6
41 5
-LIFF
BASM'f U)
>;
11319) z ti
190 OD 0
c\I
cl�
0
180
225 L.F 8" CONC. PIPE 2.50%
0
116 L. F - 8" CONC. PIPE
P_ 5,20
335 L. F - 8" CONC. PIPE 0,70 %
.... ........
PLAN a PROFILE SANITARY SEWERS
KENNYDALE
9 4 1-cl,
L.I.D. 288
RLB
ez- 9/74
RLB
AS INDICATED
9