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WORK BENCH
COMPRESSO
R
SHELVES
CABINET
RY CABINET
RY
CABINETRY
CABINETRY
CABINETR
Y
C/H WATER SUPPLY
DRY VENT
?
(REPAIRS)
GOLF CART
CH
ARGER
WALL MOUNTED
HEAT
ER?
W/H
ABOVE
FIRE RIS
ER
10
HG
TOP
TOP
TOP TOP
FL FL
IRR
10' ITD IRRIGATION EASEMENT
EXCEPTION 14
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
8''W
8''W
8''W 8''W 8''W 8''W
8''W
8''W
GIRR
GIRR GIRR GIRR GIRR GIRR
GIRR
GIRR
GIRR
GIRR
GIRR
G
IRR
GIRR
GIRR
GIRR GIRR
GIRR
GIRR
GIRR
SAN
SAN
MTR
FS
MTR
FS FS
MTR
FS
6''SS 6''SS 6''SS
C
O
CO
CO
CO
CO
CO
CO
FS
MTR
8''W
8''W
8''W
8''W
8''W
8''W
GIRR
GIRR
GIRR
12''SD 12''SD
12''SD 12''SD
12''SD
12''SD 12''SD
12''SD
12''SD
12''SD
SD
SD
8''SD
8''SD 8''SD
8''SD 8''SD
8''SD
8''SD
8''SD
8''SD 8''SD
8''SD
8''SD 8''SD
8''SD
8''SD
12''SD12''SD
8''SD 8''SD
MW
MW
MW
MTR
MTR
CO
CO
C
O
CO CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
GIRR
GIRR GIRR GIRR GIRR
GIRR
GIRR
GIRR
GIRR
CO
CO
EP
MTR
MTR
MTR
MTR
MTR
64°
92.1°
83.2°
88.8°
10'
GIRR 04
5-FT SQ BOX PER ISPWC SD-619
STA: 10+00
RIM: 2653.20±
SUMP: 2647.33
IE IN: 2649.33, 18-IN PVC (E)
IE OUT: 2649.33, 18-IN PVC (W)(WATERMAN GATE REQUIRED)
IE OUT: 2649.33, 18-IN PVC (S)(WATERMAN GATE REQUIRED)
GIRR 02
4-FT SQ BOX PER ISPWC SD-619
STA: 16+56.34
RIM: 2653.84±
SUMP: 2648.12
IE IN: 2650.12, 18-IN PVC (S)
IE OUT: 2650.12, 18-IN PVC (NW)
GIRR INLET BOX-01
5-FT SQ INLET STRUCTURE
PER DETAIL 1/C7.50
STA: 19+00.96
RIM: 2655.16±
SUMP: 2646.06
IE OUT: 2650.41, 18-IN PVC (N)
IE OUT: 2648.06, 10-IN PVC (S) GIRR MH 01
48-IN MH WITH FLAT LID
PER DETAIL 1/C7.60
STA: 10+09
RIM: 2655.00±
SUMP: 2646.00
IE IN: 2648.06, 10-IN PVC (N)
IE OUT: 2648.06, 10-IN PVC (S)
GIRR MH 02
60-IN MH WITH FLAT LID
PER DETAIL 1/C7.60
STA: 10+24
RIM: 2655.00±
SUMP: 2644.50
IE IN: 2648.06, 10-IN PVC (N)
EXISTING IRRIGATION STRUCTURE
312-LF OF 18-IN PVC AT 0.12%
245-LF OF 18-IN PVC AT 0.12%
37-LF OF 18-IN PVC AT 0.12%
18-IN PVC
IE: 2649.29
8-LF OF 18-IN PVC AT 2.63%
18-IN PVC
IE: 2649.12
1
2
3
3
10+42.62
10+00
19+53.27
9+79.50
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
10+24
10+00
GIRR 03
4-FT SQ BOX PER ISPWC SD-619
STA: 13+44.19
RIM: 2653.25±
SUMP: 2647.74
IE IN: 2649.74, 18-IN PVC (E)
IE OUT: 2649.74, 18-IN PVC (W)
344-LF OF 18-IN PVC AT 0.12%
I-84 EXIT 46
SOUTH WELLS AVENUE
GRAVITY: Sta. 9+50 - 20+00
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 6'
2635
2640
2645
2650
2655
2660
2665
2670
2635
2640
2645
2650
2655
2660
2665
2670
9+50 10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
14+00
14+50
15+00
15+50
16+00
16+50
17+00
17+50
18+00
18+50
19+00
19+50
20+00
EXISTING GROUND SURFACE
(SHOWN APPROX.)
REGRADE FLOWLINE TO
PROVIDE POSITIVE FLOW
MATCH EXISTING DITCH
FLOWLINE (SHOWN APPROX.)
EXISTING IRRIGATION PIPE
GIRR 02
4-FT SQ BOX PER ISPWC SD-619
STA: 16+56.34
RIM: 2653.84±
SUMP: 2648.12
IE IN: 2650.12, 18-IN PVC (S)
IE OUT: 2650.12, 18-IN PVC (NW)
GIRR 04
5-FT SQ BOX PER ISPWC SD-619
STA: 10+00
RIM: 2653.20±
SUMP: 2647.33
IE IN: 2649.33, 18-IN PVC (E)
IE OUT: 2649.33, 18-IN PVC (W)(SLIDE GATE REQUIRED)
IE OUT: 2649.33, 18-IN PVC (S)(SLIDE GATE REQUIRED)
EXISTING IRRIGATION STRUCTURE
STA: 9+79.50
RIM: 2652.60±
GIRR INLET BOX-01
5-FT SQ INLET STRUCTURE
PER DETAIL 1/C7.50
STA: 19+00.96
RIM: 2655.16±
SUMP: 2646.06
IE OUT: 2650.41, 18-IN PVC (N)(WATERMAN GATE REQUIRED)
IE OUT: 2648.06, 10-IN PVC (S)(WATERMAN GATE REQUIRED)
245-LF OF 18-IN PVC AT 0.12%
GIRR 03
4-FT SQ BOX PER ISPWC SD-619
STA: 13+44.19
RIM: 2653.25±
SUMP: 2647.74
IE IN: 2649.74, 18-IN PVC (E)
IE OUT: 2649.74, 18-IN PVC (W)
FINISHED GROUND
344-LF OF 18-IN PVC AT 0.12% (SWEEP PIPE PER PLAN) 312-LF OF 18-IN PVC AT 0.12% (SWEEP PIPE PER PLAN)
Sheet Notes:
1. INSTALL INLET STRUCTURE PER DETAIL 1/C7.50.
2. DAYLIGHT PIPE AT EXISTING DITCH AND MATCH EXISTING DITCH
FLOWLINE PER DETAIL 1/C7.00.
3. INSTALL 60-IN DIAMETER WET WELL & 60-IN DIAMETER PUMP
CHAMBER. PLEASE SEE DETAIL 2/C7.00 AND IRRIGATION PLANS
FOR MORE INFORMATION.
Keynotes:
1. CONTRACTOR SHALL COMPLY WITH ALL NOTES ON SHEET
C1.00.
2. PROFILE ALIGNMENT REPRESENTS PIPE CENTERLINE.
STATIONING IS GIVEN TO THE CENTER OF STRUCTURE UNLESS
NOTED OTHERWISE.
3. CONTRACTOR SHALL ASSURE A MINIMUM OF 24" OF COVER IS
PROVIDED FOR ALL NEW PIPING UNTIL FUTURE ROADWAY AND
BUILDING SITE PACKAGES ARE CONSTRUCTED. ESTABLISH
COVER OVER PIPE BY CONSTRUCTING 5-FT WIDE EARTHEN
BERM CENTERED OVER PIPE AND SLOPE DOWN TO ADJACENT
GROUND AT 3:1 MAX. COMPACT TO 95% IN ACCORDANCE
WITH AASHTO T 99: METHOD A. REFER TO PID STANDARDS
AND SPECIFICATIONS SECTION 1204.02.03 FOR ADDITIONAL
INFORMATION.
4. ALL KEYNOTES MAY NOT BE REPRESENTED ON THIS SHEET.
#
GRAVITY 2: Sta. 9+50 - 11+50
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 6'
2640
2645
2650
2655
2660
2665
2640
2645
2650
2655
2660
2665
9+50 10+00
10+50
11+00 11+50
MATCH EXISTING DITCH
FLOWLINE (SHOWN APPROX.)
EXISTING GROUND SURFACE
(SHOWN APPROX.)
GIRR 04
5-FT SQ BOX PER ISPWC SD-619
STA: 10+00
RIM: 2653.20±
SUMP: 2647.33
IE IN: 2649.33, 18-IN PVC (E)
IE OUT: 2649.33, 18-IN PVC (W)(WATERMAN GATE REQUIRED)
IE OUT: 2649.33, 18-IN PVC (S)(WATERMAN GATE REQUIRED)
37-LF OF 18-IN PVC AT 0.12%
1
GIRR PROFILE
Scale: 1"=30'
FINSHED GROUND
GRAVITY 3: Sta. 9+00 - 11+00
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 6'
2640
2645
2650
2655
2660
2665
2640
2645
2650
2655
2660
2665
9+00
9+50
10+00
10+50
11+00
GIRR MH 01
48-IN MH WITH FLAT LID
PER DETAIL 1/C7.60
STA: 10+09
RIM: 2655.00±
SUMP: 2646.00
IE IN: 2648.06, 10-IN PVC (N)
IE OUT: 2648.06, 10-IN PVC (S)
GIRR MH 02
60-IN MH WITH FLAT LID
PER DETAIL 1/C7.60
STA: 10+24
RIM: 2655.00±
SUMP: 2644.50
IE IN: 2648.06, 10-IN PVC (N)
GIRR INLET BOX-01
5-FT SQ INLET STRUCTURE
PER DETAIL 1/C7.50
STA: 10+00
RIM: 2655.16±
SUMP: 2646.06
IE OUT: 2650.41, 18-IN PVC (N)
(WATERMAN GATE REQUIRED)
IE OUT: 2648.06, 10-IN PVC (S)
(WATERMAN GATE REQUIRED)
9-LF OF 10-IN PVC AT 0.00%
15-LF OF 10-IN PVC AT 0.00%
2
GIRR VALVE VAULT & WET WELL PROFILE
Scale: 1"=30'
Horizontal Scale:
0 30' 60'
1" = 30'
GIRR 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
C7.00
GIRR P&P
07-22-2022 (100% CD) CD SET
0 8 / 0 3 / 2 2
08/03/2022
09/27/22
FPS-2022-0022