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~o LOW POINT ELEV = 393.00 v o
LOW POINT STA = 1 +26.09 0 0+
r
r +
Ld
PVI STA = 1 +30 ± +
w° PVI ELEV = 392.81 a N LOW POINT ELEV = 386.16 � 0
/ + LOW POINT STA = 1 +31.24 O +
I I N PVI STA = 1 +30 0
3: + 0
30.00' VC o Q a
v w PVI ELEV = 386.02
N N F
ice.. V1 + M � w L N w
0) 0) 30.00' VC
M M r M �
Q + N m
N U (n
Li C4 O OO
v �w [if
> + +
0 00
w CD
M
u~ 419, cii
C( > m
1.69 w m
9; _
ROADWAY C
-- -- -'_ y - - ... -... ... 385 -- Zy /�/ww
- 85 -
o SSMH 9 - - 0 DD T
SSMH 12 PVC ® + 6' -8" PVC ® -(3 gg
STA 2+15 SSMH 8
SSMH 1i + RIM EL. 38 423 -92 :so /I -----9-8-t S. .
RIM EL. 395fr1 356-12 STA +D 5 R IE (OUT)8 48
IE (OUT) 38 0@ - - - 90 -- - - - -- v 3 a.v7
83:iz rs J RIME STA 1 +06 30 L.
lE(G'- Sw,s,sE) 38 .71 393 393.516 0 + DATUM ELEV RIM EL. 3$88 .387/x7
IE I N 3i}Z ir? (: "J S 0 0
IE �I T) 3$ %4�NSN ± a 375.00 IE IN) 380:-@6 (S,W
382.3/ CNTF. Cl?' ~ N N n IE OUT) (N3
DATUM ELEV PVI ELEV = 355.06 00 00 ° co co 379.72 C//,r,?. CH.
375.00 0 rn I PVI STA = 1 +65
NN 100.0' VC v °w o
L[j ri rn M Q 2 +00 1 +00
+ � w LOW POINT ELEV = 398.31
2 +00 1 +00 M
N LOW POINT STA = 1 +26
U w n w HIGH POINT ELEV = 399.89 PVI STA = 1 +30
m > 5' HIGH ROCKERY WITH 6: 1 BATTER � � HIGH POINT STA = 2 +07.87 PVI ELEV = 398.07
lV m SEE DETAIL SHEET OF ")
J co LOW POINT ELEV = 395.74 PVI STA = 2 +13.58
`n _ o > LOW POINT STA = 3 +57.38 PVI ELEV = 400.57 0
PVI STA = 3 +20.405 N 't , PVI STA = 3 +51.66 I I 40.00' VC o
PVI ELEV = 334.86 80.00' VC I I
w M o PVI ELEV = 395.05 00 00
100.0' VC I > z I I u7 � `n M r
In w> N z 80.00' VC Li 0) M 0 c0 0 0 w
r C6 � 0 0
- - - - -- - - -- - -.
0 CD 350 + O (0 `0 � In + °' + 00 +
O M O- �� N 0 N M M w
w
w
_
G-
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3 M RO
�!P
CL -
o
° N + > SSM 7 + C) U U w STA L�i w m 06 w m w w m < C) RIM L. 9 3710
n Il
cn > 348.89 0 >
mW o w m CAIN-. CH,
w M
C3 Ili
o + - -- - -- - - -- - - - - -- - - - -- -- - 340
>
>
390
- J - 390.
�fsouueNC¢D woe Anorar.p
_3.0% �� A�RCI�T CERTIFICATE _ y� SSMH 13
�q S tiENESY bECLARE TkATTHE FOLLOW�MOCNECKED ITEMS
8 "PVC ® �g q, STA 1 +00 18 RT
/ SHOW._N all. REARESUITOFA FIE IL SURVEV 319.15
-- ---- --- - -- - - ---- - --- - - - --- - 33G - - - -- - PER 'Wall. #EQLSTERED LAWSUPoIEVOR
-- - - - - -_ IE IN 382
2: 1 SLOP
- IE OUT) 3�4.3g
TORMORlYWAEr> SWTARYSEWER WATERSYSTEea
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NOTE: SEE SHEET2YOF2s FO - - -- --- - - - ... IE (OUT) 'yam
_ 396
SEWER PROFILE CONTI UATION �yy Gf r :/ CN7JP.0 DA
TU ELEV o.
+47' -8" P C 0 -9 59 o S - /2- S 389.00
V DATE 0 T 00 r r
0�� 't (0 In Nf �� rCID QED P, 9 2
11 CO r
�� 6 CM 7 O ' I•F� O, L0 r ., O� �
-- SSMH 6 320 M M M O .E. R A`h:•� • � ? 4
it
STA 3 +0 5 L
TO SSMH -5 STA 4 +2 4 L RIM EL. Z37.5 3376 4 +00 3 +00 2 +00 1 +00 EXPIRES 5 -73 -95
OUT RIM EL.
140' -8 "PVC ® 65% IE (IN)
9.0 IE (OUT)
33 -
32/.27 R•CH. IE IN)
IE OUT) 3 2.2V
322.22 CivTR. N
DATUM ELEV �/
C O R T � y
O fir
co 00 O� N� �� �(
d-�
315.00 - M
i /O�IQOC ��
ro ro
M �� MM
°M
SEE PLAN SHEET 21 of 45 �`��
4 +00
3 +00 2 +00
1 +00
3 A,5 QUIS-7S-7.160- qwc
C O v R T
2 PER CITY REDS WWJ
T J
N 2
j PER CITY EDLI I,, IES WW✓ (
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N0. REVISION BY
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