Public Utility Plan - Overland Wells II V1L
P - overall utility F
2650
2645
2640
2635
2630
2625
2620
2615
�2
' 7-7
X
3
/ \
22
EXISTING
8-IN PVC
'�
EXISTING MH A.5
I
48-IN MH PER ISPWC SD-501
STA: 10+00
I 10+00
RIM:2644.08±
1
IE IN: 2623.61, 18-IN PVC (S)
3
IE IN: 2624.34, 8-IN PVC (E)
IE OUT: 2623.51, 18-IN PVC (N)
I
— —,—
31
3 r"
STA: 10+41.86
/-RIM:2646.26±
IE IN: 2624.65, 8-IN PVC (S) ® ® ® ® ® ® ® ®
IE OUT: 2624.55, 8-IN PVC (W) El
�19-LF OF 8-IN PVC AT 6.00% f2 3
L--------------------------------------- - ----
11 +00 12+00 13+00
"SSI 81SS ' "SS 8"SS 8"S
— — — 291-LF OF SAN PVC AT 0.50%
--STRUCTURE-(1) —------------------ — — — — — —
48-IN MH PER ISPWC SD-501 z
STA: 10+61.13
RIM: 2646.26±
IE IN: 2625.91, 8-IN PVC (E)
IE OUT: 2625.81, 8-IN PVC (N)
In®II p 2
X
I�
CUP - Main SSWR P&P
Horizontal Scale: 1" = 30'
MAIN: Sta. 9+00t3o
0
HORIZONTAL SCA30'
VERTICAL SCALE:
22-LF OF 8-IN PVC AT
20-LF OF 8-IN PVC AT 0.50%1
EXISTING MH A.5
48-IN MH PER ISPWC SD-501
STA: 10+00, 0.00'
RIM: 2644.08±
IE IN: 2623.61, 18-IN PVC (S)
IE IN: 2624.34, 8-IN PVC (E)
IE OUT: 2623.51, 18-IN PVC (N)
STRUCTURE-(1)
48-IN MH PER ISPWC SD-501
STA: 10+61.13
RIM: 2646.26±
IE IN: 2625.91, 8-IN PVC (E)
IE OUT: 2625.81, 8-IN PVC (N)
1 I \.-19-LF OF 8-IN PVC AT
STRUCTURE-(4)
48-IN MH PER ISPWC SD-501
STA: 10+41.86
RIM: 2646.26±
IE IN: 2624.65, 8-IN PVC (S)
IE OUT: 2624.55, 8-IN PVC (W)-
291-LF OF 8-IN PVC AT 0.50%
1 1&1_ L■ �=_j.IO �::iiiiiiw _ �,l
\ 1 Sheet Notes:
1. THE PROPOSED IMPROVEMENTS AS SHOWN ARE
s PRELIMINARY IN NATURE AND INTENDED TO SHOW
THE METHOD BY WHICH NECESSARY UTILITY
SYSTEMS CAN BE CONSTRUCTED TO SERVE THE
PROPOSED DEVELOPMENT AND ARE SUBJECT TO
CHANGE. PRIOR TO CONSTRUCTION, DETAILED
ENGINEERING PLANS WILL BE PREPARED FOR
\/ REVIEW AND APPROVAL BY AGENCIES HAVING
\ r JURISDICTION.
/\
I \ Legend:
8"W
WATER MAIN
7[[[
FFFFFFFF
8"SS
SANITARY SEWER MAIN
3
12
SEWER MANHOLE
-----
---
— — — — — —
14+00
— — — — — — — — — — —
— ------------------------
15+00
r 16+00
—
16+61.13
I
FIRE HYDRANT
8"S
8"SSI
81ISS
8"SS
r I 8"SS
I'
299-LF
OF SAN PVC AT 0.65%
r STRUCTURE-(3)_
I
WATER MAIN VALVE
— STRUCTURE-(2)— —
�48-IN MH PER ISPWC SD-501
STA: 13+52.13
— — — — — — — — — — —
—
---------------
�__
N — 48-IN MH PER ISPWC SD-501
STA: 16+51.07
s
BLOWOFF HYDRANT
Z
RIM:2647.85±
RIM:2649.50-
IE IN: 2627.46, 8-IN PVC (E)
®
®
®
®
®
®
IE OUT: 2629.40, 8-IN PVC (W)
I
Irk
L
IE OUT: 2627.36, 8-IN PVC (W)
—
p
I®0
II
111
I Ll
I Lo
\/
0 30' 60'
EXISTING GROUND S--- 7
URFACE
(SHOWN APPROX. )
STRUCTURE - (2)
48-IN MH PER ISPWC SD-501
STA: 13+52.13
RIM: 2647.85±
IE IN: 2627.46, SAN PVC (E)
IE OUT: 2627.36, 8-IN PVC (N
297LF OF 8-IN PVC AT 0.65%
STRUCTURE-(3)
48-IN MH PER ISPWC SD-501
STA: 16+51.07, 0.00'
RIM: 2649.50±
OUT: 2629.40, 8-IN PVC (W)
2650
2645
2640
2635
2630
2625
2620
2615
VA
THE
LAND
GROUP
O
y
Od
y
y
=
O
■
�
O
0
cc
cc
c �
00
CD
LU c
00
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u.i 2
CD
o
CV
1.
NOT FOR
OO OO
CONSTRUCTION
Project No.: 122056
Date of Issuance: 04.26.2022
Project Milestone: CUP
CUP
Main SSWR P&P
9+00
10+00
11 +00
12+00
13+00
14+00
N
15+00
m
N N
16+00
17+00
C5,01
z� n
7rrm OFF
8„w -
10+00 —
;I
�I
DRIVE-THRU
I
I�
� BUILDINCs � I
4710 SQ. FT.
oliii*, CUP - Cinema Dr. SWWR P&P
Horizontal Scale: 1" = 30'
2655
2650
2645
2640
2635
2630
2625
T 8„W 8„W 8„W
48-IN MH PER ISPWC SD-501
STA: 10+50
RIM:2647.00±
EP IE OUT: 2634.09, 8-IN PVC (E;
CINEMA DR.: Sta. 10+00 -16+50
HORIZONTAL SCALE
VERTICAL SCALE: 1'
1" = 30'
= 3'
STRUCTURE - (5)
48-IN MH PER ISPWC SD-501
STA: 10+50
RIM: 2647.00±
IE OUT: 2634.09, 8-IN PVC (E)
48-IN MH PER ISPWC SD-501 EXISTING SS STRC 1
STA: 12+52.91 60-IN MH PER ISPWC SD-502
RIM:2647.74± \ STA:???
IE IN: 2632.77, 8-IN PVC (W) �svB RIM: 2651.28±
IE OUT: 2632.67, 8-IN PVC (E) IE IN: 2631.33, 8-IN PVC (E)
IE IN: 2631.33, 8-IN PVC (W)
IE OUT: 2631.23, 8-IN PVC (S)
PROPOSED FINISH GRADE AT WELLS AVE. & SEASONS AT MERIDIAN SITE
(SHOWN APPROX. )
EXISTING GROUND SURFACE
(SHOWN APPROX. )
---�-- ----------�
CONNECT TO EXISTING SANITARY
203-LF OF 8-IPVC AT 0.65% SEWER STUB AT TYPE "T" CLEANOUT
N
71421LF20F 8-IN PVC AT 0.65%
STRUCTURE - (6)
48-IN MH PER ISPWC SD-501
STA: 12+52.91
RIM:2647.74±
IE IN: 2632.77, 8-IN PVC (W)
IE OUT: 2632.67, 8-IN PVC (E)
64-LF OF 8-IN PVC AT 0.65%
TYPE "T' CLEANOUT
SS STRC 1
STA: 15+86.73
60-IN MH PER ISPWC SD-502
RIM: 2648.34±
STA: ???
RIM: 2651.28±
IE OUT: 2631.75, 8-IN PVC (E)
IE IN: 2631.33, 8-IN PVC (E)
IE IN: 2631.33, 8-IN PVC (W)
IE OUT: 2631.23, 8-IN PVC (S)
e cq
e
�
N N
N N
N
I �
0 3.0 60'
Sheet Notes:
►` ��.� THE
1. THE PROPOSED IMPROVEMENTS SHOWN ARE
:3 i'%..
LAND
PRELIMINARY IN NATURE AND INTENDED TO SHOW
E
THE METHOD BY WHICH NECESSARY UTILITY
SYSTEMS CAN BE CONSTRUCTED TO SERVE THE
_ G R 0 U P
PROPOSED DEVELOPMENT AND ARE SUBJECT TO
CHANGE. PRIOR TO CONSTRUCTION, DETAILED
ENGINEERING PLANS WILL BE PREPARED FOR
REVIEW AND APPROVAL BY AGENCIES HAVING
JURISDICTION.
Legend:
8"W WATER MAIN
8"SS SANITARY SEWER MAIN
SEWER MANHOLE
FIRE HYDRANT
® WATER MAIN VALVE
BLOWOFF HYDRANT
OF 8-IN PVC AT 0.45%
SS STRC 6
48-IN MH PER ISPWC SD-501
STA: ???
RIM:2650.01±
IE IN: 2639.06, 8-IN PVC (E)
IE OUT: 2638.96, 8-IN PVC (W)
10+00 11 +00 12+00 13+00 14+00 15+00 16+00
2655
2650
2645
2640
2635
2630
y
016
y
y =
0
cc
cc
c �
00
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CV
1
Revisions
1.
NOT FOR
AOO OO
CONSTRUCTION
Project No.: 122056
Date of Issuance: 04.26.2022
Project Milestone: CUP
CUP
Cinema Dr. SWWR P&P
C5,02