C6.02 Main SSWR P&P V1X X X X X X X
X
X X
X
X X X X X
X
15"CMP IE:2652.7
15"CMP IE:2652.8
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
12''SD
SS SS SS
SS SS SS
SS SS
8''W
8''W
G
MTR
8''W
SS SS SS
SS SS SS SS
SS SS SS
S
AN
SAN
FS
MTR
FS
MTR
4''SS
FS
FS
MTR
8''W
8''W 8''W
CO
CO
CO
CO
CO
8''W 8''W
SAN
12''SD
12''SD
12''SD
12''SD12''SD
12''SD 12''SD
12''SD
12''SD
8''SD 8''SD
6''SD
6''SD
8''SD 8''SD
8''SD 8''SD
8''SD
8''SD
8''SD 8''SD
8''SD
8''SD
8''SD
8'
18''SD
M
W
SD
MW
MW
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
EP
SD
CO
CO
R/W R/W
R/W R/W
R/W
R/W
R/W
SAN
SAN
MW
EP
MTR
MTR
MTR
CO
10+00 11+00
10+00
11+00 12+00 13+00 14+00 15+00 16+00 17+00
15+00 16+00 17+00
SS STRC 4
48-IN MH PER ISPWC SD-501
STA: 10+74.89, 0.00'
RIM: 2653.30±
IE OUT: 2641.56, 8-IN PVC (W)
213-LF OF 8-IN PVC AT 0.65%
SS STRC 5
48-IN MH PER ISPWC SD-501
STA: 12+88, 0.00'
RIM: 2652.81±
IE IN: 2640.17, 8-IN PVC (E)
IE IN: 2640.17, 8-IN PVC (N)
IE IN: 2640.17, 8-IN PVC (S)
IE OUT: 2640.07, 8-IN PVC (W)
225-LF OF 8-IN PVC AT 0.45%
SS STRC 1
60-IN MH PER ISPWC SD-502
STA: 16+35.05, 0.00'
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)
64-LF OF 8-IN PVC AT 0.65%
125-LF OF 8-IN PVC AT 0.45%
125-LF OF 8-IN PVC AT 0.45% 125-LF OF 8-IN PVC
90°'
90°'
90°'
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%
43-LF OF 6-IN PVC AT 1% MIN.
43-LF OF 6-IN PVC AT 1% MIN.
36-LF OF 6-IN PVC AT 1% MIN.
52-LF OF 4-IN PVC AT 2% MIN.
180°'
TYPE "T" CLEANOUT
STA: 16+98.94
RIM: 2648.34±
IE OUT: 2631.75, 8-IN PVC (E)
64-LF OF 4-IN PVC AT 2% MIN.
MAIN: Sta. 9+50 - 17+50
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 6'
2620
2625
2630
2635
2640
2645
2650
2655
2660
2620
2625
2630
2635
2640
2645
2650
2655
2660
9+50 10+00
2653.2
2653.29
2652.4
2653.38
11+00
2652.2
2653.42
2652.0
2653.54
12+00
2651.8
2653.36
2651.7
2653.06
13+00
2651.5
2652.79
2651.2
2652.63
14+00
2650.9
2652.13
2650.5
2651.63
15+00
2650.1
2651.12
2649.7
2651.30
16+00
2649.3
2651.43
2648.7
2650.88
17+00
2648.3
17+50
IE OUT: 2641.56, 8-IN PVC (W)
SS STRC 4
48-IN MH PER ISPWC SD-501
STA: 10+74.89
RIM: 2653.30±
IE IN: 2640.17, 8-IN PVC (E)
IE IN: 2640.17, 8-IN PVC (N)
IE IN: 2640.17, 8-IN PVC (S)
IE OUT: 2640.07, 8-IN PVC (W)
SS STRC 5
48-IN MH PER ISPWC SD-501
STA: 12+88
RIM: 2652.81±
64-LF OF 8-IN PVC AT 0.65%
8-IN WATER CROSSING
8-IN WATER CROSSING
8-IN WATER CROSSING
SS STRC 1
60-IN MH PER ISPWC SD-502
STA: 16+35.05
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)
122-LF OF 8-IN PVC AT 6.25%
IE IN: 2639.06, 8-IN PVC (E)
IE OUT: 2638.96, 8-IN PVC (W)
SS STRC 6
48-IN MH PER ISPWC SD-501
STA: 16+00
RIM: 2650.01±
SUMP: 2638.96
213-LF OF 8-IN PVC AT 0.65%
225-LF OF 8-IN PVC AT 0.45%
12-IN STOM CROSSING
12-IN STORM CROSSING 12-IN STORM CROSSING
12-IN STORM
IE OUT: 2631.75, 8-IN PVC (E)
TYPE "T" CLEANOUT
STA: 16+98.94
RIM: 2648.34±
SUMP: 2631.75
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
#
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
C6.02
Main SSWR P&P
Horizontal Scale:
0 30' 60'
1" = 30'
Main SSWR P&P
07-22-2022 (100% CD) CD SET
3
3
1
4
2
4
2
1
1
2
6
6
4
0 8 / 0 3 / 2 2
08/03/2022
09/27/22
FPS-2022-0022