HomeMy WebLinkAbout015-C5.5-STORM SEWER PLAN -EAST8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''SS8''SSXXXXXXX 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 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 X X X X X X X X X X X X X X
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HY DUGPUGPUGPUGPUGPUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGPUGPUGPUGPUGPUGPUGPELECELECCO
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ELECH YDELEC ELECW VST 3A-8 (DB) (24"∅) (SOLID COVER)
RIM:5013.66
INV OUT:5010.31 (8")(S)
INV OUT:5010.51 (6")(W)
INV OUT:5010.41 (8")(E)
ST 3C-1 (PC) (48") (CURB INLET)
TBC: 5013.06
RIM: 5012.55
INV IN: 5009.95 (12")(W)
INV IN: 5010.12 (8")(N)
INV OUT: 5009.95 (12")(SW)
ST 3C-2 (PC) (48"∅) (S0LID COVER)
RIM:5012.63
INV IN:5009.88 (12")(NE)
INV IN:5009.88 (12")(S)
INV IN:5009.88 (8")(E)
ST 3A-5 (DB) (24"∅) (SOLID COVER)
RIM:5013.59
INV IN:5010.35 (10")(S)
INV IN:5010.51 (8")(N)
INV IN:5010.70 (6")(NW)
INV OUT:5010.18 (12")(E)
ST 3A-7 (ID) (15"∅)
RIM:5013.50
INV OUT:5010.82 (8")(S)
ST 3A-6 (ID) (15"∅)
RIM:5013.40
INV OUT:5010.90 (6")(SE)
ST 3A-4 (ID) (15"∅)
RIM:5013.50
INV IN:5010.70 (10")(S)
INV OUT:5010.70 (10")(N)
ST 3A-2 (DB) (24"∅)
RIM:5013.61
INV IN:5011.30 (6")(SW)
INV IN:5010.99 (10")(N)
ST 3A-1 (ID) (15"∅)
RIM:5013.40
INV OUT:5011.60 (6")(NE)
ST 3B-9 (ID) (15"∅) (SOLID COVER)
RIM:5013.78
INV OUT:5010.98 (8")(E)
ST 3B-6 (DB) (24"∅) (SOLID COVER)
RIM:5013.85
INV IN:5010.57 (8")(W)
INV IN:5010.57 (8")(N)
INV OUT:5010.48 (10")(S)
ST 3B-5 (ID) (15"∅)
RIM:5013.20
INV OUT:5010.77 (6")(SW)
ST 3B-4 (DB) (24"∅) (SOLID COVER)
RIM:5013.41
INV IN:5010.48 (8")(S)
INV IN:5010.32 (10")(N)
INV IN:5010.65 (6")(NE)
INV OUT:5010.15 (12")(W)
ST 3D-1 (PC) (48") (CURB INLET)
TBC: 5013.61
RIM: 5013.10
INV IN: 5009.95 (12")(E)
INV OUT: 5009.95 (12")(W)
ST 3D-2 (PC) (48"∅) (SOLID COVER)
RIM:5012.56
INV IN:5009.88 (12")(E)
INV OUT:5009.88 (12")(S)
INV OUT:5009.88 (8")(W)
ST 3B-3 (ID) (15"∅)
RIM:5013.60
INV IN:5010.77 (8")(S)
INV OUT:5010.77 (8")(N)
ST 3B-2 (DB) (24"∅)
RIM:5013.60
INV IN:5011.10 (6")(SE)
INV OUT:5010.94 (8")(N)
ST 3B-1 (ID) (15"∅)
RIM:5013.60
INV OUT:5011.22 (6")(NW)
OVERFLOW RETENTION POND #2-2
4:1 SIDE SLOPES
TOP: 5006.50
BOTTOM: 5005.00
GW: 5004.90
STORMTECH SYSTEM #3
MODEL: SC160LP
BOTTOM OF STONE: 5009.30
SHGW: 5007.30 GABRIEL AVEMEAH LANE
BLDG C
F.F.E.:5014.60
43' of 8" HP PIPE @ 0.70%
11' of 6" HP PIPE @ 1.81%
37' of 12" HP PIPE @ 0.62%
27' of 8" HP PIPE @ 0.70%
7' of 12" HP PIPE @ 1.04%
59' of 10" HP PIPE @ 0.60%
23' of 10" HP PIPE @ 0.60%
24' of 6" HP PIPE @ 1.24%
19' of 8" HP PIPE @ 0.70%
27' of 10" HP PIPE @ 0.60%
12' of 6" HP PIPE @ 1.04%
29' of 12" HP PIPE @ 0.69%
7' of 12" HP PIPE @ 1.00%
41' of 8" HP PIPE @ 0.70%
24' of 8" HP PIPE @ 0.70%
12' of 6" HP PIPE @ 1.00%MATCH LINE12" CULVERT TO
HYDRAULICALLY
CONNECT PONDS
MATCH LINEST 8-2 (PC) (48"∅) (SOLID COVER)
RIM:5013.56
INV IN:5010.28 (12")(SE)
INV OUT:5010.28 (8")(W)
INV OUT:5010.28 (8")(N)
ST 8-1 (PC) (48") (CURB INLET)
TBC: 5013.92
RIM: 5013.41
INV OUT: 5010.83 (12")(NW)
ST 8-3 (PC) (48"∅) (S0LID COVER)
RIM:5013.47
INV OUT:5010.28 (8")(E)
ST 9-1 (PC) (36"x24") (CURB INLET)
TBC: 5010.72
RIM: 5010.21
INV OUT: 5007.70 (12")(E)
ST 9-2 (PC) (48") (CURB INLET)
TBC: 5010.71
RIM: 5010.20
INV IN: 5007.53 (12")(W)
INV OUT: 5007.33 (15")(N)
107' of 12" SDR 35 @ 0.52%
33' of 12" RCP PIPE @ 0.50%
92' of 15" SDR 35 @ 0.52%
STORMTECH SYSTEM #8
MODEL: SC160LP
BOTTOM OF STONE: 5009.70
SHGW: 5007.65
REFER TO INFRASTRUCTURE
PLANS FOR DETAILS
18" WIDE STORM CHASE.
REFER TO INFRASTRUCTURE PLANS FOR DETAILS
18" WIDE STORM CHASE.
REFER TO INFRASTRUCTURE PLANS FOR DETAILS
INSTALL FES
INV OUT:5006.85
OVERFLOW RETENTION POND #2-1
4:1 SIDE SLOPES
TOP: 5006.50
BOTTOM: 5004.50
GW: 5004.25
STORM SYSTEM #9 (RETENTION POND)
4:1 SIDE SLOPES
TOP: 5008.00
BOTTOM: 5006.80
GW: 5006.60
REFER TO INFRASTRUCTURE PLANS FOR DETAILS
STORM SYSTEM #8 (RETENTION POND)
4:1 SIDE SLOPES
TOP: 5013.00
BOTTOM: 5012.10
GW: 50010.10
REFER TO INFRASTRUCTURE PLANS FOR DETAILS
REFER TO INFRASTRUCTURE PLAN SET FOR
BOULEVARD SWALE DETAILS
CONNECT DOWNSPOUT TO STORM
LINE PER DETAIL 9/C6.0 (TYP.)
ST 3A-9 (ID) (15"∅)
RIM:5013.57
INV IN:5010.72 (6")(E)
21' of 6" HP PIPE @ -1.00%
54' of 8" HP PIPE @ -0.70%
ST 3A-10 (15"∅)
RIM:5013.40
INV IN:5010.79 (8")(W)
ST 3A-3 (ID) (15"∅)
RIM:5013.65
INV OUT:5010.84 (10")(S)
INV OUT:5010.84 (10")(N)
25' of 10" HP PIPE @ -0.60%
8' of 8" HP PIPE @ 0.70%
ST 3B-7 (ID) (15"∅)
RIM:5013.70
INV OUT:5010.62 (8")(S)40' of 8" HP PIPE @ 0.70%
ST 3B-8 (ID) (15"∅)
RIM:5013.56
INV IN:5010.70 (8")(W)
INV OUT:5010.70 (8")(E)
C5.5
STORM
SEWER
PLAN -
EAST
749-01Alpine Job #:
THIS SHEET IS INTENDED TO BE PRINTED IN
COLOR TO FULLY UNDERSTAND THE
INFORMATION BEING PRESENTED.
2025 ENCOMPASS DESIGN INC.C AN AFFORDABLE HOUSING DEVELOPMENT:ROCKY MOUNTAIN FLATSBOZEMAN, MONTANA1535 liberty lane
suite 110b
missoula, montana
59808
phone: 406.540.4437
24.115edinc Job #:
SITE PLAN REVIEW: 05/29/2025
REV. 02: SP RESUBMITTAL #2
20'0 40'
SCALE 1" = 20'
N
STORM STRUCTURE NOTES
1.ABBREVIATIONS IN STORM STRUCTURE LABELS INDICATE THE FOLLOWING TYPES OF STRUCTURES
(ID)ADS NYLOPLAST INLINE DRAIN
(DB)ADS NYLOPLAST DRAIN BASIN
(PC)PRECAST CONCRETE
2.ALL STRUCTURES ARE ASSUMED TO HAVE SLOTTED PEDESTRIAN GRATES UNLESS OTHERWISE
INDICATED IN STRUCTURE LABELS
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