HomeMy WebLinkAboutWTR2702160.8O
Ln
� +
O
~o LOW POINT ELEV = 393.00 n L")
LOW POINT STA = 1+26.09
0 0 � �
Li PVI STA = 1+30 + Q +
� N LOW POINT T ELEV = 386.16 " O
PVI ELEV = 392.81 a ~"
`f' + LOW POINT STA = 1 +31.24 0 +
N
I I "' PVI STA = 1 +30 + (DO 30.00 VC J o
r w PVI ELEV = 386.02 Q
r ~
+ r' T_� o Ow I I 0
+ rn 30.00' VC _j 0
+ w
N W U ui N 0 p 0
U > U O + �p + tp w
Q W m m � r 000 0
& U
3' MIN. CO CC _ p III o U U > U
w COm
3' N. COVER
2" BLOW —OFF ASSEMBLY 1.Fjgq O o
WITH 8" CAP -� 8" GATE VALVE ROADWAY .
SEE DETAIL SHEET OF �18" MIN. SEPARA oN C
8x8x8 TEE
2" BLOW —OFF ASSEMBLY ----------8 - ---- ----_ - - s' N. COVER
» 3' MIN. VER
6 , 4 SS WITH 8" CAP D.I. WATER
18" MIN. SEP AT1oN 64 8" GATE VALVE
--- -- - - ,� 385 IS- MI . SEPARATION 8x8x8 TEE
12 SD 6"
SS
380
8" 98th COURT
SS 8" S I-
+
380
o + DATUM ELEV
0 375.00
DATUM ELEV ' PVI ELEV_ 355.06 W 00 00 �
375.00 0 �, r 1 PVI STA 1+ 6 5 0 r� n r0
N N '� r d' 100.0' VC -I o '
�� 0')ffi �M
00 pj � J
to 0) rn 0) � to� n 2+00 1 +oo
t'7 t•7 M 1 O G O O
ff r CD of
w af
+ LOW POINT ELEV = 398.31
2+00 1 +oa f ►� N o LOW POINT STA = 1 +26
12 ram. / n w HIGH POINT ELEV = 399.89 PVI STA = 1 +30
2 I I d COURT S. E l >> 5 HIGH ROCKERY WITH 6: 1 BATTER HIGH POINT STA = 2+07.87 =
� PVI ELEV 398.07
m m SEE DETAIL SHEET OF O
► ry LOW POINT ELEV = 395.74 PVI STA = 2+13.58
,p a � LOW POINT STA = 3+57.38 PVI ELEV = 400.57 40.00' VC o
PVI STA 3+20.405 N W >- PVI STA = 3+51.66 I I o+
PVI ELEV = 334.86 po
12" SD Q PVI ELEV = 395.05 ON 80.00 VC I I � Q
1 I U U i 0 �� 1 1 r\ � I j V)
100.0 VC > 8 GATE VALVE � z
In Ld > is" MIN. SEPAIRATI I i N D 80.00 VC 01) tCD c0 O o w w
� 8x8x8 TEE � m c0 LO u o) + °� + °0 + Q
00-------------- - ----- ----------------------------------- 350 c0 N c0 + r r ,__. 0) w Iw
C6r
co Q Q 0) co 0) LLJ &i w Cn cii Llj O
-t N �,� cn a U > > > > U > U
w ��° W > w m m wW >j
.. .. " (!)
U U w m
~ U > f Q� COVER U U 1
v: 4, U> > >
Ld
� - �P ,
w
0 4 �Y 3' MIN. OVER
+ - ------------- ss - 340 1—FIRE HYDRANT RO
►�
• • 12" SD 1—VERTICAL CROSS 8- -..GATE VALVE
w
U 1—TEE WITH 8 BLIND FLANGE D/�1 18' MIN. SEPARATION
8xx8 TEE
(� > 8" IN. SEPARATION
W 120
12" SD
------ --- -- ---- -
18' SEPARATION - - - - - - - 18" MIN. SEPARA ON
6" SS Q» SS" SS
12" �5D 6"0 SS {
Z ARATI
2: 1 SLOPE' - -- -
3' MIN. COVER
�18' MI SEPARATION
8" D.I. W kTER 6 ss
SS
FOR
NOTE: WATERI PROFILE--1- --- _ __----�
r
4+00
3+00
�
E. 9 7
t h
FR —17 —?/6 A
- w
330
_ 1 320
DATUM ELEV
_ 315.00
�� U-) SEE
2+ 00 1 + 00
COURT
000
O �
4+ 00
23rd
� N
3+ 00
COURT S.E.
PLAN SHEET 30 of 45
2+00
PER CITY REDLINES
PER CITY REDLINES
REVISION
w 4a
i �2160
DATU ELEV
38 .00
00
�fJ 720
77
1 +00 EXPIRES 5-13-95
C]CT'Y ®F' FZENT®N
DEPARTMENT OF PUBLIC WORKS
WATER PROFILES
HONEY CREEK RIDGE
DESIGNED: D WC DATE: 5 - 1- 9 4 FILE NAME:
WWJ D WC 7-20- 94 DRAWN: WWJ
WWJ D WC 4172194 CHECKED: WJ/DC SCALE: 1 "= 40' VERT. 1 "= 5'
BY I APPR. DATE APPROVED: SHEET: 34 OF: 45
DIRECTOR OF PUBLIC WORKS