HomeMy WebLinkAboutC6.01 Wells SSWR P&P V1UGP UGP
UGP UGP
UGP
UGP
T
T
T T T
T T
T
T T T T T
T
T
T T
T
T T T
G
G
G
G G
G
G G G
G
G
G G G
G G
G
T T T
T
T
T
UGP
T
T
T
ACHD ROW
PARCEL BOUNDARY
EXCEPTION 12
T
SS SS SS
SS
SS SS
W W W
SS SS SS
SS
SS SS SS SS SS
SS
OHP OHP OHP OHP OHP
OHP OHP
OHP O
W W W W W W
W W W W
W
W
W W
W W W
G G G
G G G
G G G
G G G
G G
E
E
E
E
E
E
E
76.43'
10' IPCo EASEMENT
EXCEPTION 13
45' ROW
EXCEPTION 12
S
W
WV
WV
SSMH
RIM:2651.32
8"PVC
IE-WST:2628.85
8"PVC
IE-EST:2628.95
6"
PVC
IE-NTH/STH:2629.0
N89°46
APPROX. LOCATION
OF SEWER STUB
SAN
IV
IV
IRR
T
C
IV
IV
IV
E
IV
E
E
E
IV
IRR
WV
OS
OS
IV
CO
RD
CO RD
T
T
T
T
EE
T
E
E
OS
OS
WV
W W
S
S
T
UGP
8''W 8''W 8''W 8''W
8''W
8''W
8''W 8''W
8''W
8''W 8''W 8''W
SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS
12''SD
R/W R/W R/W R/W
8''W
8''W
SAN
SAN
FS
MTR
UGP UGP UGP
12''SD12''SD12''SD
12''SD
18''SD
SD
6''SD
8''SD
8''SD
8''SD
8''SD
8''SD
18''SD 18''SD
M
W
MW
CO
CO
CO
CO
CO
CO
CO
CO
EP
CO
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W
R/W
R/W
MW
SAN
MW
EP
MTR
CO
10+00 11+00 12+00 13+00
14+00
14+73.94
17+00 16+00 15+00
SS STRC 1
60-IN MH PER ISPWC SD-502
STA: 10+00, 0.00'L
RIM: 2651.28±
IE IN: 2631.33, 8-IN PVC (E)
IE IN: 2631.33, 8-IN PVC (W)
IE OUT: 2631.23, 8-IN PVC (S)
376-LF OF 8-IN PVC AT 0.45%
SS STRC 2
60-IN MH PER ISPWC SD-502
STA: 13+76.46, 0.00'
RIM: 2650.28±
IE IN: 2629.54, 8-IN PVC (N)
IE OUT: 2629.44, 8-IN PVC (S)
SS STRC 3
EXISTING SSMH
STA: 14+63.94, 0.00'
RIM: 2651.32±
IE IN: 2629.00, 8-IN PVC (N)
87-LF OF EXISTING 8-IN PVC
AT 0.50% (ESTIMATED)
225-LF OF 8-IN PVC AT 0.45%
64-LF OF 8-IN PVC AT 0.65%
90°'
90°'
180°'
SS STRC 6
48-IN MH PER ISPWC SD-501
STA: 16+00, 225.00'R
RIM: 2650.01±
IE IN: 2639.06, 8-IN PVC (E)
IE OUT: 2638.96, 8-IN PVC (W)
122-LF OF 8-IN PVC AT 6.25%
180°'
TYPE "T" CLEANOUT
STA: 16+98.94
RIM: 2648.34±
IE OUT: 2631.75, 8-IN PVC (E)
WELLS: Sta. 9+00 - 15+50
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 6'
2625
2630
2635
2640
2645
2650
2655
2660
2625
2630
2635
2640
2645
2650
2655
2660
9+00 10+00
2648.9
2651.28
2649.0
2650.36
11+00
2648.7
2650.74
2648.7
2651.22
12+00
2648.8
2651.20
2648.7
2650.71
13+00
2648.3
2650.21
2648.5
2649.95
14+00
2650.8
2650.54
2651.5
15+00 15+50
376-LF OF 8-IN PVC AT 0.45%
87-LF OF 8-IN PVC AT 0.50%
(ESTIMATED)
EXISTING 12-IN
WATER CROSSING
SS STRC 2
60-IN MH PER ISPWC SD-502
STA: 13+76.46
RIM: 2650.28±
IE IN: 2629.54, 8-IN PVC (N)
IE OUT: 2629.44, 8-IN PVC (S)
SS STRC 3
EXISTING SSMH
STA: 14+63.94
RIM: 2651.32±
IE IN: 2629.00, 8-IN PVC (N)
SS STRC 1
60-IN MH PER ISPWC SD-502
STA: 10+00
RIM: 2651.28±
SUMP: 2631.23
IE IN: 2631.33, 8-IN PVC (E)
IE IN: 2631.33, 8-IN PVC (W)
IE OUT: 2631.23, 8-IN PVC (S)
18-IN STORM CROSSING
18-IN STORM CROSSING
1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEETS C1.00 AND C3.00
2. COORDINATE WITH BUILDING MECHANICAL PLANS FOR CONTINUATION OF ALL
UTILITIES FROM THE STUB LOCATIONS SHOWN
3. SEE SHEETS C5.00 - C5.06 FOR ALL OTHER UTILITY INFORMATION.
Sheet Notes:
Keynotes:
1. POTABLE WATER MAIN CROSSING - SEE SEWER NOTE NO. 2 ON SHEET C3.00.
2. POTABLE/NON-POTABLE SERVICE CROSSING - SEE SEWER NOTE NO. 3 ON SHEET
C3.00.
3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN
SD SW3
4. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER MERIDIAN
SD SW3
5. CONNECT TO EXISTING SANITARY SEWER MAIN STUB, MATCH INVERT ELEVATION OF
EXISTING PIPE (SHOWN APPROXIMATE), INSTALL PIPE STUB AND/OR TRANSITION
FITTINGS AS REQUIRED PER CITY OF MERIDIAN PUBLIC WORKS AND ISPWC
STANDARD. INFORM ENGINEER OF ANY DISCREPANCIES.
6. INSTALL SANITARY SEWER PIPING TO LOCATION SHOWN FOR FUTURE GRAVITY
SEWER CONNECTION, INSTALL "T" TYPE CLEANOUT PER CITY OF MERIDIAN
STANDARD DRAWING S1.
Legend:
W
SS SS
SAN
WATER MAIN
SANITARY SEWER MAIN
SEWER MANHOLE
FIRE HYDRANT
WATER MAIN VALVE
BLOWOFF HYDRANT
#
Horizontal Scale:
0 30' 60'
1" = 30'
Wells SSWR P&P
20213
3 1 0 0 B R I S T O L S T R E E T , S U I T E 4 0 0
C O S T A M E S A , C6 A 9 2 6 2
W W W . N G G P A R T N E R S . C O M
T 9 4 9 . 7 5 6 . 0 8 1 8 F 9 4 9 . 7 5 6 . 0 1 4 5
A R C H I T E C T U R E ● P L A N N I N G ● I N T E R I O R S
REV DESCRIPTION DATE
2700 E. Overland Rd.
Meridian, ID 83642
SEASONS AT MERIDIAN
NEWMAN GARRISON + PARTNERS, INC
COPY RIGHT 2019 NEWMAN GARRISON + PARTNERS
MORGAN HOLDINGS &
STONE HILL
38 Glen Gary Dr., Ste. 200
Aspen, CO 81611
7301 Peak Dr., Ste. 200
Las Vegas, NV 89128
TLG PN:120124
A DELTA A 07/22/2022
C6.01
Wells SSWR P&P
07-22-2022 (100% CD) CD SET
1
1
5
5
6
0 8 / 0 3 / 2 2
08/03/2022
09/27/22
FPS-2022-0022