HomeMy WebLinkAboutC6.4 - Construction DetailsPROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF 12
723-00
June 25, 2025
ELCVALLEY GLASS AND WINDOWSBOZEMAN, MONTANACIVIL SITE PLANTAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES D06/25/2025
C6.4 CONSTRUCTION DETAILS11
CHAMBER D DETAILS1SCALE: NTS
CHAMBER E DETAILS3SCALE: NTS
A
8.25'6.25'
62.95'
57.40'
51.02'
56.57'
5.92'7.92'
ISOLATOR ROW PLUS
(SEE DETAIL)
PLACE MINIMUM 12.50' OF ADSPLUS125 WOVEN GEOTEXTILE OVER BEDDING
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL
CHAMBER INLET ROWS
BED LIMITS
ISOLATOR ROW PLUS
(SEE DETAIL)
PLACE MINIMUM 12.50' OF ADSPLUS125 WOVEN GEOTEXTILE OVER BEDDING
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL
CHAMBER INLET ROWS
BED LIMITS
CONCEPTUAL ELEVATIONS:
MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.50
MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):3.17
MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):2.67
MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):2.67
MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):2.67
TOP OF STONE:2.00
TOP OF SC-160LP CHAMBER:1.50
8" x 8" BOTTOM MANIFOLD INVERT:0.58
8" ISOLATOR ROW PLUS INVERT:0.58
8" ISOLATOR ROW PLUS INVERT:0.58
BOTTOM OF SC-160LP CHAMBER:0.50
BOTTOM OF STONE:0.00
PROPOSED LAYOUT
24 STORMTECH SC-160LP CHAMBERS
6 STORMTECH SC-160LP END CAPS
6 STONE ABOVE (in)
6 STONE BELOW (in)
40 STONE VOID
514
INSTALLED SYSTEM VOLUME (CF)
(PERIMETER STONE INCLUDED)
(COVER STONE INCLUDED)
(BASE STONE INCLUDED)
519 SYSTEM AREA (SF)
142.4 SYSTEM PERIMETER (ft)
MAX FLOWINVERT*DESCRIPTIONITEM ON
LAYOUTPART TYPE
0.96"8" x 8" BOTTOM MANIFOLD, MOLDED FITTINGSAMANIFOLD
0.7 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)BCONCRETE STRUCTURE
W/WEIR
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)CCONCRETE STRUCTURE
W/WEIR
6" SEE DETAILDINSPECTION PORT
*INVERT ABOVE BASE OF CHAMBER
CONCEPTUAL ELEVATIONS:
MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):9.83
MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):3.67
MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):3.17
MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):3.17
MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):3.17
TOP OF STONE:2.33
TOP OF SC-310 CHAMBER:1.83
8" x 8" TOP MANIFOLD INVERT:0.79
12" ISOLATOR ROW PLUS INVERT:0.58
BOTTOM OF SC-310 CHAMBER:0.50
BOTTOM OF STONE:0.00
PROPOSED LAYOUT
14 STORMTECH SC-310 CHAMBERS
4 STORMTECH SC-310 END CAPS
6 STONE ABOVE (in)
6 STONE BELOW (in)
40 STONE VOID
542
INSTALLED SYSTEM VOLUME (CF)
BELOW ELEVATION 2.33
(PERIMETER STONE INCLUDED)
(COVER STONE INCLUDED)
(BASE STONE INCLUDED)
448 SYSTEM AREA (SF)
129.0 SYSTEM PERIMETER (ft)
MAX FLOWINVERT*DESCRIPTIONITEM ON
LAYOUTPART TYPE
0.90"12" BOTTOM PREFABRICATED EZ END CAP, PART#: SC310ECEZ / TYP OF ALL 12" BOTTOM
CONNECTIONS AND ISOLATOR PLUS ROWSAPREFABRICATED EZ END CAP
3.50"8" TOP PRE-CORED END CAP, PART#: SC310EPE08TPC / TYP OF ALL 8" TOP CONNECTIONSBPRE-CORED END CAP
INSTALL FLAMP ON 12" ACCESS PIPE / PART#: SC31012RAMPCFLAMP
3.50"8" x 8" TOP MANIFOLD, MOLDED FITTINGSDMANIFOLD
0.9 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)ECONCRETE STRUCTURE
6" SEE DETAILFINSPECTION PORT
B
DC
A
B
D
C EF
6" MIN.
18" MAX. DEPTH
FINISH GRADE
COMPACTED SUBGRADE
STORM SWALE SECTION DETAIL4SCALE: NTS
20:
1
M
I
N
.
&
4
:
1
M
A
X
.
S
I
D
E
S
L
O
P
E
FINISH GRADE SWALE WITH 6" TOPSOIL
AND SEED PER LANDSCAPE PLAN
ALL FINISH GRADE BETWEEN
BUILDINGS TO SLOPE AWAY FROM
FOUNDATIONS AT 20:1 MIN. SLOPE
NYLOPLAST DRAIN BASIN DETAIL2
SCALE: NTS
NOTES
1.8-30" (200-750 mm) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70-50-05
2.12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3.DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
4.DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212
FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC
5.FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM
6.TO ORDER CALL: 800-821-6710
A PART #GRATE/SOLID COVER OPTIONS
8"
(200 mm)2808AG PEDESTRIAN LIGHT
DUTY
STANDARD LIGHT
DUTY SOLID LIGHT DUTY
10"
(250 mm)2810AG PEDESTRIAN LIGHT
DUTY
STANDARD LIGHT
DUTY SOLID LIGHT DUTY
12"
(300 mm)2812AG PEDESTRIAN
AASHTO H-10
STANDARD AASHTO
H-20
SOLID
AASHTO H-20
15"
(375 mm)2815AG PEDESTRIAN
AASHTO H-10
STANDARD AASHTO
H-20
SOLID
AASHTO H-20
18"
(450 mm)2818AG PEDESTRIAN
AASHTO H-10
STANDARD AASHTO
H-20
SOLID
AASHTO H-20
24"
(600 mm)2824AG PEDESTRIAN
AASHTO H-10
STANDARD AASHTO
H-20
SOLID
AASHTO H-20
30"
(750 mm)2830AG PEDESTRIAN
AASHTO H-20
STANDARD AASHTO
H-20
SOLID
AASHTO H-20
INTEGRATED DUCTILE IRON
FRAME & GRATE/SOLID TO
MATCH BASIN O.D.
VARIOUS TYPES OF INLET AND
OUTLET ADAPTERS AVAILABLE:
4-30" (100-750 mm) FOR
CORRUGATED HDPE
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
BACKFILL MATERIAL BELOW AND TO SIDES
OF STRUCTURE SHALL BE ASTM D2321
CLASS I OR II CRUSHED STONE OR GRAVEL
AND BE PLACED UNIFORMLY IN 12" (305 mm)
LIFTS AND COMPACTED TO MIN OF 90%
TRAFFIC LOADS: CONCRETE DIMENSIONS
ARE FOR GUIDELINE PUPOSES ONLY.
ACTUAL CONCRETE SLAB MUST BE
DESIGNED GIVING CONSIDERATION FOR
LOCAL SOIL CONDITIONS, TRAFFIC LOADING
& OTHER APPLICABLE DESIGN FACTORS
ADAPTER ANGLES VARIABLE 0°- 360°
ACCORDING TO PLANS
18" (457 mm)
MIN WIDTH
A
AASHTO H-20 CONCRETE SLAB
8" (203 mm) MIN THICKNESS
SUMP DEPTH PER PLAN (18" TYPICAL)
4" (102 mm) MIN ON 8-24" (200-600 mm)
6" (152 mm) MIN ON 30" (750 mm)
12" (610 mm) MIN
(FOR AASHTO H-20)
INVERT ACCORDING
TO PLANS