C5.04 Drainage Plan -Area 4 V1ACCESSIBLE
WASH TUB
W/ STEPS
X X X X X X X X
X
X X X X X
X
X X X
X
X X X
X
X X
X
X
X X X
X
X X
X X X
TOP TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
FL FL FL FL FL FL
BUILDING F
FITNESS
SKI/BIKE/
DOG
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 SS SS SS SS SS SS SS SS
POOL
SPA
CLUBHOUSE
LEASING
GIRR
GIRR
GIRR
EV
VAN
VAN
GMTR
SS SS SS SS SS SS SS SS SS
SAN
SAN
SAN
6''SS
FS FS
MTR
4''SS
~
4''SS
MTR
8''W
CO CO
CO
CO
CO
CO
~
FS
MTR
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12''SD
12''SD 12''SD 12''SD
12''SD
12''SD
12''SD
12''SD 12''SD 12''SD 12''SD
12''SD
12''SD 12''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 8''SD 8''SD
12''SD
8''SD 8''SD
8''SD 8''SD
8''SD 8''SD 8''SD
SD
MW
MW
MW
4''W
MTR
8''SD 8''SD
CO
CO CO
CO
CO
CO
CO
CO CO
CO CO
CO
CO
CO CO
CO
CO CO
CO
SD
CO
SAN
MATCH LINE - AREA 4
MATCH LINE - AREA 3
MATCH LINE - AREA 4
MATCH LINE - AREA 2
MATCH LINE - AREA 6
MATCH LINE - AREA 4
MTR
MTR
MTR
FS
FS
FS FS
2653
2653
2653
·
SEEPAGE BED 7
·
SEE DETAIL 3/C3.50 FOR
ADDITIONAL INFORMATION
·
120'L x 9'W x 9'D
·
STORAGE VOL: 3,960-CF
·
TOP OF ROCK: 2652.30'
·
12" PERF. PIPE: 2647.28'
·
BOTTOM OF ROCK: 2643.30'
·
BOTTOM OF SAND: 2641.80'
SEEPAGE BED 8
·
SEE DETAIL 3/C3.50 FOR
ADDITIONAL INFORMATION
·
50'L x 10'W x 4.5'D
·
STORAGE VOL: 900-CF
·
TOP OF ROCK: 2652.41'
·
12" PERF. PIPE: 2649.20'
·
BOTTOM OF ROCK: 2647.91'
·
BOTTOM OF SAND: 2646.41'
SEEPAGE BED 9
·
SEE DETAIL 3/C3.50 FOR
ADDITIONAL INFORMATION
·
40'L x 20'W x 7'D
·
STORAGE VOL: 2,240-CF
·
TOP OF ROCK: 2652.48'
·
12" PERF. PIPE: 2646.31'
·
BOTTOM OF ROCK: 2645.48'
·
BOTTOM OF SAND: 2643.98'
SEEPAGE BED 11
·
SEE DETAIL 3/C3.50 FOR
ADDITIONAL INFORMATION
·
135'L x 10'W x 9'D
·
STORAGE VOL: 4,860-CF
·
TOP OF ROCK: 2652.60'
·
12" PERF. PIPE: 2646.19'
·
BOTTOM OF ROCK: 2643.60'
·
BOTTOM OF SAND: 2642.10'
SD S&G 11.1
SD S&G 9
SD S&G 8.1
SD S&G 7.2
SD DI 11.1
SD S&G 7.1
SD DI 11.3
SD DI 8.1
SD DI 11.2
SD DI 11.4
SD DI 7.4
SD DI 7.5
SD DI 7.3
SD DI 8.3
SD DI 7.2
SD DI 8.2
SD DI 2.7
SD DI 10.4
SD DI 10.8
SD DI 7.1
SD DI 10.5
SD DI 10.7
SD MH 7.2
24-LF OF 12-IN PVC AT 1.00%
41-LF OF 12-IN PVC AT 1.00%
22-LF OF 12-IN PVC AT 1.30%
133-LF OF 12-IN PERFORATED HDPE AT 0.00%
18-LF OF 12-IN HDPE AT 1.00%
22-LF OF 12-IN PVC AT 1.00%
86-LF OF 12-IN PVC AT 1.00%
8-LF OF 6-IN PVC AT 1.00%
46-LF OF 8-IN PVC AT 1.00%
24-LF OF 6-IN PVC AT 1.00%
4-LF OF 8-IN PVC AT 1.00%
21-LF OF 12-IN PVC AT 1.50%
42-LF OF 12-IN PVC AT 1.00%
21-LF OF 12-IN PVC AT 1.00%
68-LF OF 12-IN PVC AT 1.00%
23-LF OF 12-IN PVC AT 1.00%
39-LF OF 12-IN PVC AT 1.00%
22-LF OF 12-IN PVC AT 2.14%
39-LF OF 12-IN PVC AT 1.63%
23-LF OF 8-IN PVC AT 1.00%
16-LF OF 8-IN PVC AT 1.00%
33-LF OF 6-IN PVC AT 1.00%
68-LF OF 8-IN PVC AT 1.00%
18-LF OF 12-IN HDPE AT 1.55%
118-LF OF 12-IN PERFORATED HDPE AT 0.00%
21-LF OF 12-IN HDPE AT 1.55%
70-LF OF 8-IN PVC AT 1.00%
53-LF OF 8-IN PVC AT 1.00%
16-LF OF 8-IN PVC AT 1.00%
22-LF OF 12-IN PVC AT 1.50%
42-LF OF 12-IN PVC AT 1.00%
16-LF OF 6-IN PVC AT 1.00%
82-LF OF 8-IN PVC AT 1.00%
10-LF OF 12-IN HDPE AT 1.00%
49-LF OF 12-IN
PERFORATED HDPE AT 0.00%
84-LF OF 8-IN PVC AT 1.00% 133-LF OF 8-IN PVC AT 1.00%
19-LF OF 8-IN PVC AT 1.00%
96-LF OF 8-IN PVC AT 1.00%
158-LF OF 8-IN PVC AT 1.00%
8-LF OF 12-IN HDPE AT 1.00%
64-LF OF 8-IN PVC AT 1.00%
82-LF OF 8-IN PVC AT 1.00%
98-LF OF 8-IN PVC AT 1.00%
12-LF OF 12-IN PVC AT 1.00%
12-LF OF 12-IN PVC AT 1.00%
36-LF OF 12-IN PVC AT 1.00%
120'
9'
10'
50'
20'
40' 135'
39-LF OF 12-IN
PERFORATED HDPE AT 0.00%
4-IN CO PER ISPWC SD-506A
RIM: 2652.27±
IE: 2648.69, 8-IN PVC
4-IN CO PER ISPWC SD-506A
RIM: 2652.14±
IE: 2649.88, 8-IN PVC
4-IN CO PER ISPWC SD-506A
RIM: 2653.44±
4-IN CO PER ISPWC SD-506A IE: 2649.95, 8-IN PVC
RIM: 2653.06±
IE: 2649.16, 8-IN PVC
4-IN CO PER ISPWC SD-506A
RIM: 2653.32±
IE: 2649.23, 8-IN PVC
4-IN CO PER ISPWC SD-506A
RIM: 2652.94±
IE: 2648.86, 8-IN PVC
4-IN CO PER ISPWC SD-506A
RIM: 2653.44±
IE: 2651.15, 8-IN PVC
4-IN CO PER ISPWC SD-506A
RIM: 2653.54±
IE: 2647.59, 8-IN PVC
4-IN CO PER ISPWC SD-506A
RIM: 2653.66±
IE: 2648.92, 8-IN PVC
4-IN CO PER ISPWC SD-506A
RIM: 2653.52±
IE: 2650.86, 8-IN PVC
3
1
1
3
1
3
1
7
8-LF 6-IN SD
AT 1.00% MIN
6-LF 6-IN SD
AT 1.00% MIN
10-LF 6-IN SD 8-LF 6-IN SD
AT 1.00% MIN
31-LF 6-IN SD
AT 1.00% MIN
15-LF 6-IN SD
AT 1.00% MIN
14-LF 6-IN SD
AT 1.00% MIN
31-LF 6-IN SD
AT 1.00% MIN
31-LF 6-IN SD
AT 1.00% MIN
12-LF 6-IN SD
AT 1.00% MIN
6-LF 6-IN SD
AT 1.00% MIN
6-LF 6-IN SD
AT 1.00% MIN
6-LF 6-IN SD
AT 1.00% MIN
6-LF 6-IN SD
AT 1.00% MIN
5-LF 6-IN SD
AT 1.00% MIN
10-LF 6-IN SD
AT 1.00% MIN
4-LF 6-IN SD
AT 1.00% MIN
4-LF 6-IN SD
AT 1.00% MIN
5-LF 6-IN SD
AT 1.00% MIN
5-LF 6-IN SD
AT 1.00% MIN
30-LF 6-IN SD
AT 1.00% MIN
26-LF 6-IN SD
AT 1.00% MIN
22-LF 6-IN SD
AT 1.00% MIN
15-LF 6-IN SD
AT 1.00% MIN
13-LF 6-IN SD
AT 1.00% MIN
22-LF 6-IN SD
AT 1.00% MIN
5-LF 6-IN SD
AT 1.00% MIN
8-LF 6-IN SD
AT 1.00% MIN
8-LF 6-IN SD
AT 1.00% MIN
4
4
5
5
4
5
5
4
8-LF OF 6-IN PVC
AT 1.00% MIN
171-LF OF 8-IN PVC AT 1.00%
96-LF OF 8-IN PVC AT 1.00%
4-IN CO PER ISPWC SD-506A
RIM: 2653.99±
IE: 2651.50, 8-IN PVC
96-LF OF 8-IN PVC AT 1.00%
4-IN CO PER ISPWC SD-506A
RIM: 2653.82±
IE: 2650.54, 8-IN PVC
SD DI 9.2
14-LF OF 6-IN PVC AT 1.00%
14-LF OF 6-IN PVC AT 1.00%
SD DI 9.1
6
6
4-IN CO PER ISPWC SD-506A
RIM: 2653.74±
IE: 2647.97, 6-IN PVC
27-LF OF 6-IN PVC AT 1.00%
4-IN CO PER ISPWC SD-506A
RIM: 2653.45±
IE: 2650.16, 8-IN PVC
4-IN CO PER ISPWC SD-506A
RIM: 2650.77±
IE: 2650.04, 8-IN PVC
4-IN CO PER ISPWC SD-506A
RIM: 2653.08±
IE: 2650.53, 8-IN PVC
20'
SEWER
EASEMENT
30'
SEWER & WATER
EASEMENT
20'
WATER
EASEMENT
SD MH 7.1
7
C5.50
7
C5.50
A
A
Keynotes: CALLOUT NUMBERS COORDINATED
TO NUMBERED NOTES BELOW.
1. INSTALL SEEPAGE BED PER DETAIL 1/C5.50. DIMENSIONS AND ELEVATIONS PER
PLAN.
2. CONNECT GUTTER DOWNSPOUT TO CONVEYANCE SYSTEM PER DETAIL 6/C5.50.
INVERT ELEVATIONS PER PLANS. COORDINATE DOWNSPOUT LOCATION WITH
ARCHITECTURAL PLANS.
3. INSTALL MONITORING WELL PER DETAIL 3/C5.50
4. POTABLE/NON-POTABLE CROSSING THIS LOCATION. MAINTAIN SEPARATION
REQUIREMENTS PER SHEET NOTE 3.
5. UTILITY CROSSING THIS GENERAL LOCATION. COORDINATE WITH UTILITY PLAN
C6.00
6. INSTALL NYLOPLAST 12" INLINE DRAIN WITH AN ADA-COMPLIANT LOCKING
PEDESTRIAN H-10 GRATE. PART # 2712AG12PL.
7. INSTALL 4" K100 SERIES ACO CHANNEL DRAIN.
8. INSTALL ACHD GROUND WATER OBSERVATION WELL PER ISPWC (ACHD SUP)
SD-627. PORTION OF WELL IN DRAINAGE SAND LAYER SHALL BE WRAPPED IN
GEOTEXTILE FABRIC (TYPE 1) PER ISPWC SECTION 2050, INSTALL WELL TO
ELEVATION 1-FT BELOW BOTTOM OF SAND LAYER.
Sheet Notes:
1. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ON THESE PLANS ARE
APPROXIMATE. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE
ALL UNDERGROUND FACILITIES, HOWEVER THE LAND GROUP, INC. OR ITS
CONSULTANTS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF
THE EXISTING FACILITIES SHOWN HERE OR FOR THE EXISTENCE OF OTHER
UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT
SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ANY EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO CONTRACTOR'S
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES. CONTRACTOR SHALL CONTACT "DIG LINE" 48 HOURS PRIOR TO ANY
EXCAVATION. 1-800-342-1585.
2. PRESERVE AND PROTECT ALL FACILITIES OUTSIDE OF THE PROJECT AREA.
3. THE HORIZONTAL SEPARATION OF THE WATER AND SEWER OR STORM DRAIN MAINS
SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR STORM
DRAIN AND WATER TO CROSS EACH OTHER AND THE STORM DRAIN LINE IS LESS
THAN 18 INCHES BELOW OR ABOVE THE WATER MAIN, THE STORM DRAIN LINE
CROSSING SHALL BE PVC PRESSURE PIPE CONFORMING TO AWWA C-900 OR ASTM
D2241, FOR A DISTANCE OF 10-FT ON BOTH SIDES OF WATER LINE. ONE FULL
LENGTH OF STORM DRAIN MAIN SHALL BE CENTERED OVER THE CROSSING POINT
SO THAT ALL JOINTS WILL BE AS FAR FROM THE CROSSING AS POSSIBLE.
4. CONTRACTOR SHALL COORDINATE AND VERIFY ALL UTILITIES/BUILDING
CONNECTION POINTS WITH BUILDING PLUMBING AND PLUMBING CONTRACTOR
PRIOR TO COMMENCING WORK.
5. PIPE LENGTHS SPECIFIED ARE FROM FITTING TO FITTING OR FITTING TO CONNECTION
POINT AND ARE SHOWN FOR CONVENIENCE ONLY AS ACTUAL INSTALLED LENGTH
MAY VARY FROM PLAN. CONTRACTORS SHALL VERIFY ALL UTILITY ROUTES AND
LENGTHS.
6. ALL STORM DRAIN PIPE SHALL BE N-12 ADS, PVC ASTM D3034 PIPE, OR APPROVED
EQUAL.
Structure Table
STRUCTURE NAME
SD DI 7.1
INLET PER ISPWC SD-601
SD DI 7.2
INLET PER ISPWC SD-601
SD DI 7.3
INLET PER ISPWC SD-601
SD DI 7.4
INLET PER ISPWC SD-601
SD DI 7.5
INLET PER ISPWC SD-601
SD MH 7.1
48-IN MH PER ISPWC SD-611
SD MH 7.2
48-IN MH PER ISPWC SD-611
SD S&G 7.1
1000-GAL. S&G TRAP
PER DETAIL 2/C5.50
SD S&G 7.2
1000-GAL. S&G TRAP
PER DETAIL 2/C5.50
STRUCTURE DETAILS
RIM: 2651.52
SUMP: 2648.00
INV OUT: 2649.00 (E)
RIM: 2652.70
SUMP: 2646.96
INV OUT: 2647.96 (S)
RIM: 2652.81
SUMP: 2647.12
INV OUT: 2648.12 (N)
RIM: 2652.86
SUMP: 2647.24
INV OUT: 2648.24 (S)
RIM: 2652.81
SUMP: 2647.41
INV OUT: 2648.41 (N)
RIM: 2651.81
SUMP: 2646.78
INV IN: 2648.78 (W)
INV OUT: 2648.78 (S)
RIM: 2652.72
SUMP: 2647.41
INV IN: 2648.41 (N)
INV OUT: 2648.41 (E)
RIM: 2653.14
SUMP: 2646.56
INV IN: 2647.73 (W)
INV IN: 2647.73 (N)
INV IN: 2647.73 (S)
INV OUT: 2647.56 (E)
RIM: 2653.19
SUMP: 2646.60
INV IN: 2647.77 (N)
INV IN: 2647.77 (S)
INV OUT: 2647.60 (W)
Structure Table
STRUCTURE NAME
SD DI 8.1
INLET PER ISPWC SD-601
SD DI 8.2
INLET PER ISPWC SD-601
SD DI 8.3
INLET PER ISPWC SD-601
SD S&G 8.1
1000-GAL. S&G TRAP
PER DETAIL 2/C5.50
STRUCTURE DETAILS
RIM: 2653.00
SUMP: 2648.79
INV OUT: 2649.79 (E)
RIM: 2652.67
SUMP: 2648.89
INV IN: 2649.89 (N)
INV OUT: 2649.89 (W)
RIM: 2652.80
SUMP: 2649.25
INV OUT: 2650.25 (S)
RIM: 2653.33
SUMP: 2648.30
INV IN: 2649.47 (W)
INV IN: 2649.47 (E)
INV OUT: 2649.30 (N)
Structure Table
STRUCTURE NAME
SD DI 9.1
INLET PER ISPWC SD-601
SD DI 9.2
INLET PER ISPWC SD-601
SD S&G 9
1000-GAL. S&G TRAP
PER DETAIL 2/C5.50
STRUCTURE DETAILS
RIM: 2653.68
SUMP: 2650.67
INV OUT: 2651.67 (S)
RIM: 2653.68
SUMP: 2650.67
INV OUT: 2651.67 (S)
RIM: 2653.67
SUMP: 2646.39
INV IN: 2646.56 (W)
INV OUT: 2646.39 (N)
Horizontal Scale:
0 20' 40'
1" = 20'
Drainage Plan-Area 4
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 , C A 9 2 6 2 6
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
C5.04
Drainage Plan -
Area 4
07-22-2022 (100% CD)
0 8 / 0 3 / 2 2
08/03/2022
09/27/22
FPS-2022-0022