HomeMy WebLinkAboutPLAN - 22-00683 - Christensen Body Shop - 940 N 2nd E - Monument SignDR
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C-101
PLN# 21-09-013
4/20/2021
10
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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DRAINAGE
6''W
3.00'
12
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5
0
'
20.00'
50
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0
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'
150.00'
11
0
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0
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'
47.00'
30
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30.00'
25.00'
42.21'
8
6
PROPOSED BUILDING
17,995 SQ.FT.
11.00'
51.76'
70.06'
75.00'
N.
2
n
d
E
.
OIL
77.00
1.9%
8''W 8''W 8''W 8''W 8''W 8''W
4'
'
S
S
)
4'
'
S
S
)
4'
'
S
S
)
4'
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S
S
)
6'
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W
6'
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W
6'
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W
6'
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W
6'
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W
6'
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W
6'
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W
6'
'
W
EO
EO
EO
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
X-SSMH
RIM=4874.86
N INV=4863.61
S INV=4863.54
12''W
12''W
12
'
'
W
12
'
'
W
12''W
12''W
3.00'
20.00'
12
'
'
W
12
'
'
W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12
'
'
W
12
'
'
W
7.00'
5.00'
GRAVEL PARKING/SNOW STORAGE
24.69'
OIL
77.00
EO/CONC
76.80
EO/CONC
77.00 77.00
EO/CONCEO/CONC
76.80
3.5%
2.5%
2 .0 %
1 .5%
2 .5%
77.00
OIL
77.00
OIL
76.60
OIL
76.60
OIL
77.00
EO/CONC
EO/CONC
76.88
EO/TFW
76.90
EO/TFW
76.85
EO/TFW
76.90 EO/TFW
76.90
EO/TFW
76.90
2.3%
1.5%
4.8%
0.4
0
%
76.15
TBC
OIL
74.72
1.0%
OIL
74.80
5.5%
74.95
OIL
0.83%0.94%0.94%
1.0%
75.68
OIL
F.F.=77.00
7'
30.00'
20.00'
20.00'
20
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10.00'
30
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10.00'
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30
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STORM
POND
9'
2657.39'
DRAINAGE SWALE
1%
1%
280' OF 12" SD @ 0.22%82' OF 12" SD @ 0.22%
OIL
76.16
40.00'
75.61
TBC
6.0'
176.00'
374.00'
176.00'
374.00'
10.00'
31.84'
3
COMPACT
9'x18'
49.98'
27.06'
24.14'
15
9'x20'
9'x20'
3
17
COMPACT
9'x18'
22.74'
9'x20'
25
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68.00'
10
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3.00'
12
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5
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4'
18' EASEMENT
INSTRUMENT No. 286455
ZONE = LIGHT INDUSTRIAL
FRONT SETBACK= 10' MIN.
PROPOSED USE = AUTO REPAIR
LOT AREA = 1.511 ACRES
GREEN SPACE PROVIDED= 2178 SQ.FT.
IMPERVIOUS AREA= SEE TABLE
PARKING STALL REQUIREMENT= 1 PER 1,000 SQ.FT.
PARKING STALLS PROPOSED= 52 STALLS
BUILDING HEIGHT = 20'
BUILDING AREA=17,995 SQ.FT.
1. CONTRACTOR TO INSTALL BOLLARDS ON EACH SIDE OF ALL OVERHEAD
DOORS TO PROTECT BUILDING OPENINGS.
PROPERTY LINE
DUMPSTER PAD WITH CHAIN LINK FENCE ENCLOSURE
1
FUTURE DESIGN BY CITY OF REXBURG
FUTURE DESIGN BY CITY OF REXBURGFUTURE DESIGN BY CITY OF REXBURG
2
GRASS/LANDSCAPE AREA3
6' THICKENED EDGE SIDEWALK4
6" THICK CONCRETE PAD
5
INSTALL CATCH BASIN
6
ASPHALT
7
1
7
INSTALL 4" SANITARY SEWER SERVICE
7
INSTALL TOUCH READ METER INSIDE BUILDING
8
INSTALL 1.5" WATER SERVICE (INCLUDES ALL APPURTENANCES
I.E. VALVES, TEES, BENDS, ETC.)
INSTALL 2.5' STANDARD CURB & GUTTER
5' CITY SIDEWALK
INSTALL STREET LIGHT
INSTALL 6" FIRE LINE (INCLUDES ALL APPURTENANCES
I.E. VALVES, TEES, BENDS, ETC.)
48 SA OIL/WATER SEPARATOR (SEE DETAIL SHEET D-1)
(OWNER TO PUMP OUT AS REQUIRED BY MANUFACTURER)
10
4
4
11
5" THICK CONCRETE PAD
5
5
5
TIE ONTO
EXISTING
WATERMAIN
TIE ONTO
EXISTING
SANITARY
SEWER MAIN
INSTALL STANDARD SSMH9
9
12
8
13
10
16
3
13
12
14
14
14
2
599.50'
50.00'
W 1/4 COR OF SECTION 17
T.6N., R.40E. B.M.
SW COR OF SECTION 17
T.6N., R.40E. B.M.
SECTION LINE - BASIS OF BEARING
2057.89'
15
15
11
16
INSTALL 8"x6" TEE & THRUST BLOCK
AND STUB WATER 10' NORTH
INSTALL 12"x8" TEE &
THRUST BLOCK
INSTALL CB #1
GRATE=74.95
12" INV OUT=71.89
INSTALL CB #2
GRATE=74.80
12" INV IN=71.26
12" INV OUT=71.16
LANDSCAPE POND MEETING
CITY STANDARDS
12"
INV=70.95
INSTALL CLEAN OUT
INSTALL CURB STOP
EXISTING 12" WATERMAIN
CONTRACTOR TO VERIFY
INSTALL
WATER VALVE
SECTION LINE
INSTALL CLEAN OUT
17
17
INSTALL RIP/RAP-SEE
TABLE NOTES
INSTALL 40'
WIDE CURB CUT
CONCRETE APPROACH
PROPERTY LINE
INSTALL
WATER VALVE
MANIFOLD PIPEMANIFOLD PIPEMANIFOLD PIPEMANIFOLD PIPE
TWO-ROWS OFTWO-ROWS OFTWO-ROWS OFTWO-ROWS OF
STORMTECH SC-740STORMTECH SC-740STORMTECH SC-740STORMTECH SC-740....
20 STORMTECHS PER20 STORMTECHS PER20 STORMTECHS PER20 STORMTECHS PER
ROW.ROW.ROW.ROW.
OPTIONALOPTIONALOPTIONALOPTIONAL
INSPECTIONINSPECTIONINSPECTIONINSPECTION
PORTSPORTSPORTSPORTS
BUILDER TO DETERMINEBUILDER TO DETERMINEBUILDER TO DETERMINEBUILDER TO DETERMINE
ELEVATION OF INLET.ELEVATION OF INLET.ELEVATION OF INLET.ELEVATION OF INLET.
ADD BACKFILL TO DESIREADD BACKFILL TO DESIREADD BACKFILL TO DESIREADD BACKFILL TO DESIRE
GRADE. GRADE. GRADE. GRADE.
ORIGINAL CIVILORIGINAL CIVILORIGINAL CIVILORIGINAL CIVIL
DESIGN BY EAGLEDESIGN BY EAGLEDESIGN BY EAGLEDESIGN BY EAGLE
ROCK ENGINEERINGROCK ENGINEERINGROCK ENGINEERINGROCK ENGINEERING
1111
R-102R-102R-102R-102
1111
R-102R-102R-102R-102
GENERAL NOTE:GENERAL NOTE:GENERAL NOTE:GENERAL NOTE:
1. INSTALL PER MANUFACTURER SPECIFICATIONS
2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS APPROXIMATE REPRESENTATION ONLY. THE OWNER OR ITS
REPRESENTATIVES HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN
DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE
AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING
MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND
ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH
EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.
3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN
SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY
DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNERS REPRESENTATIVE FOR
THE RESOLUTION OF THE CONFLICT AND CONTRACTORS FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES
OWNER FROM OBLIGATION FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.
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R-101
PLN# 21-09-013
4/20/2021
10
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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6" MIN.6" MIN.6" MIN.6" MIN.12" MIN.12" MIN.12" MIN.12" MIN.51"51"51"51"
6" MIN.6" MIN.6" MIN.6" MIN.
18" MIN.18" MIN.18" MIN.18" MIN.96" MAX.96" MAX.96" MAX.96" MAX.
6" DEPTH MIN.6" DEPTH MIN.6" DEPTH MIN.6" DEPTH MIN.
PAVEMENTPAVEMENTPAVEMENTPAVEMENT
GRANULAR WELL GRADEDGRANULAR WELL GRADEDGRANULAR WELL GRADEDGRANULAR WELL GRADED
SOIL/AGGREGATE MIXTURES,SOIL/AGGREGATE MIXTURES,SOIL/AGGREGATE MIXTURES,SOIL/AGGREGATE MIXTURES,
<35% FINES. COMPACT IN 6"<35% FINES. COMPACT IN 6"<35% FINES. COMPACT IN 6"<35% FINES. COMPACT IN 6"
LIFTS TO 95& STANDARDLIFTS TO 95& STANDARDLIFTS TO 95& STANDARDLIFTS TO 95& STANDARD
PROCTOR DENSITY. PROCTOR DENSITY. PROCTOR DENSITY. PROCTOR DENSITY. SEESEESEESEE
MANUFACTURERS TABLE OFMANUFACTURERS TABLE OFMANUFACTURERS TABLE OFMANUFACTURERS TABLE OF
ACCEPTABLE FILL MATERIALSACCEPTABLE FILL MATERIALSACCEPTABLE FILL MATERIALSACCEPTABLE FILL MATERIALS
CHAMBERS SHALL BE DESIGNED INCHAMBERS SHALL BE DESIGNED INCHAMBERS SHALL BE DESIGNED INCHAMBERS SHALL BE DESIGNED IN
ACCORDANCE WITH ASTM F2787ACCORDANCE WITH ASTM F2787ACCORDANCE WITH ASTM F2787ACCORDANCE WITH ASTM F2787
"STANDARD PRACTICE FOR STRUCTURAL"STANDARD PRACTICE FOR STRUCTURAL"STANDARD PRACTICE FOR STRUCTURAL"STANDARD PRACTICE FOR STRUCTURAL
DESIGN OF THERMOPLASTICDESIGN OF THERMOPLASTICDESIGN OF THERMOPLASTICDESIGN OF THERMOPLASTIC
CORRUGATED WALL STORMWATERCORRUGATED WALL STORMWATERCORRUGATED WALL STORMWATERCORRUGATED WALL STORMWATER
COLLECTION CHAMBERS"COLLECTION CHAMBERS"COLLECTION CHAMBERS"COLLECTION CHAMBERS"
CHAMBERS SHALL BE MANUFACTURED FROMCHAMBERS SHALL BE MANUFACTURED FROMCHAMBERS SHALL BE MANUFACTURED FROMCHAMBERS SHALL BE MANUFACTURED FROM
VIRGIN POLYPROPYLENE OR POLYETHYLENEVIRGIN POLYPROPYLENE OR POLYETHYLENEVIRGIN POLYPROPYLENE OR POLYETHYLENEVIRGIN POLYPROPYLENE OR POLYETHYLENE
RESINS TESTING USING ASTM STANDARDS.RESINS TESTING USING ASTM STANDARDS.RESINS TESTING USING ASTM STANDARDS.RESINS TESTING USING ASTM STANDARDS.
NOMINAL 3/4"-2"NOMINAL 3/4"-2"NOMINAL 3/4"-2"NOMINAL 3/4"-2"
CLEAN, CRUSHED, ANGULAR STONECLEAN, CRUSHED, ANGULAR STONECLEAN, CRUSHED, ANGULAR STONECLEAN, CRUSHED, ANGULAR STONE
ADS 601-WOVEN GEOTEXTILEADS 601-WOVEN GEOTEXTILEADS 601-WOVEN GEOTEXTILEADS 601-WOVEN GEOTEXTILE
(OR EQUAL) ALL AROUND CLEAN,(OR EQUAL) ALL AROUND CLEAN,(OR EQUAL) ALL AROUND CLEAN,(OR EQUAL) ALL AROUND CLEAN,
CRUSHED, ANGULAR STONECRUSHED, ANGULAR STONECRUSHED, ANGULAR STONECRUSHED, ANGULAR STONE
ADS 601-WOVEN GEOTEXTILEADS 601-WOVEN GEOTEXTILEADS 601-WOVEN GEOTEXTILEADS 601-WOVEN GEOTEXTILE
(OR EQUAL) ALL AROUND CLEAN,(OR EQUAL) ALL AROUND CLEAN,(OR EQUAL) ALL AROUND CLEAN,(OR EQUAL) ALL AROUND CLEAN,
CRUSHED, ANGULAR STONECRUSHED, ANGULAR STONECRUSHED, ANGULAR STONECRUSHED, ANGULAR STONE
ADS 601-WOVEN GEOTEXTILEADS 601-WOVEN GEOTEXTILEADS 601-WOVEN GEOTEXTILEADS 601-WOVEN GEOTEXTILE
(OR EQUAL) ALL AROUND CLEAN,(OR EQUAL) ALL AROUND CLEAN,(OR EQUAL) ALL AROUND CLEAN,(OR EQUAL) ALL AROUND CLEAN,
CRUSHED, ANGULAR STONECRUSHED, ANGULAR STONECRUSHED, ANGULAR STONECRUSHED, ANGULAR STONE
SC-740 END CAPSC-740 END CAPSC-740 END CAPSC-740 END CAP
FOR UNPAVED INSTALLATIONFOR UNPAVED INSTALLATIONFOR UNPAVED INSTALLATIONFOR UNPAVED INSTALLATION
WHERE RUTTING FROM VEHICLES MAYWHERE RUTTING FROM VEHICLES MAYWHERE RUTTING FROM VEHICLES MAYWHERE RUTTING FROM VEHICLES MAY
OCCUR, INCREASE COVER TO 24" MIN.OCCUR, INCREASE COVER TO 24" MIN.OCCUR, INCREASE COVER TO 24" MIN.OCCUR, INCREASE COVER TO 24" MIN.
INSPECTION & MAINTENANCEINSPECTION & MAINTENANCEINSPECTION & MAINTENANCEINSPECTION & MAINTENANCE
STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT
A. INSPECTION PORTS (IF PRESENT)
A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B. ALL ISOLATOR PLUS ROWS
B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS
B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE
i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS
A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED
B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C. VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4)
NOTESNOTESNOTESNOTES
1.
INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2.
CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
SC-740 END CAP
OPTIONAL INSPECTION PORTSC-740 CHAMBER
ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN
FOUNDATION STONE AND CHAMBERS
5' MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PRE-FABRICATED END CAP
WITH FLAMP PART #: SC740EPE24BR
NOTE:
INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION CREST.
STORMTECH CHAMBER
CONCRETE COLLAR
PAVEMENT
CONCRETE SLAB
6" MIN THICKNESS
4" PVC INSPECTION PORT DETAIL4" PVC INSPECTION PORT DETAIL4" PVC INSPECTION PORT DETAIL4" PVC INSPECTION PORT DETAIL
(SC SERIES CHAMBER)(SC SERIES CHAMBER)(SC SERIES CHAMBER)(SC SERIES CHAMBER)
8" NYLOPLAST INSPECTION PORT
BODY (PART# 2708AG4IPKIT) ORTRAFFIC RATED BOX W/SOLIDLOCKING COVER
CONCRETE COLLAR NOT REQUIRED
FOR UNPAVED APPLICATIONS
4" SDR 35 PIPE
4" INSERTA TEE
TO BE CENTERED ON
CORRUGATION CREST
INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
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(2
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(2
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(2
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(2
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12" MIN. WIDTH12" MIN. WIDTH12" MIN. WIDTH12" MIN. WIDTH
COVER ENTIRE ISOLATOR ROW PLUS WITH ADS
GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE
8' MIN. WIDE
STORMTECH HIGHLY RECCOMENDS
FLEXSTORM INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
ELEVATED BYPASS MANIFOLD
CATCH BASIN
OR MANHOLE
90.7" ACTUAL LENGTH90.7" ACTUAL LENGTH90.7" ACTUAL LENGTH90.7" ACTUAL LENGTH
85.4" INSTALLED85.4" INSTALLED85.4" INSTALLED85.4" INSTALLED
51"51"51"51"
30
"
30
"
30
"
30
"
OVERLAPOVERLAPOVERLAPOVERLAP NEXT CHAMBER HERE NEXT CHAMBER HERE NEXT CHAMBER HERE NEXT CHAMBER HERE
(OVER "SMALL" CORRUGATION)(OVER "SMALL" CORRUGATION)(OVER "SMALL" CORRUGATION)(OVER "SMALL" CORRUGATION)
START END
ACCEPTS 4" SCH 40 PIPEACCEPTS 4" SCH 40 PIPEACCEPTS 4" SCH 40 PIPEACCEPTS 4" SCH 40 PIPE
FOR INSPECTION PORTFOR INSPECTION PORTFOR INSPECTION PORTFOR INSPECTION PORT
NOMINAL CHAMBER SPECIFICATIONSNOMINAL CHAMBER SPECIFICATIONSNOMINAL CHAMBER SPECIFICATIONSNOMINAL CHAMBER SPECIFICATIONS
SIZE (W x H x INSTALLED LENGTH - 51.0" x 30.0" x 85.4"SIZE (W x H x INSTALLED LENGTH - 51.0" x 30.0" x 85.4"SIZE (W x H x INSTALLED LENGTH - 51.0" x 30.0" x 85.4"SIZE (W x H x INSTALLED LENGTH - 51.0" x 30.0" x 85.4"
CHAMBER STORAGE - 45.9 CUBIC FEETCHAMBER STORAGE - 45.9 CUBIC FEETCHAMBER STORAGE - 45.9 CUBIC FEETCHAMBER STORAGE - 45.9 CUBIC FEET
MINIMUM INSTALLED STORAGE - 74.9 CUBIC FEETMINIMUM INSTALLED STORAGE - 74.9 CUBIC FEETMINIMUM INSTALLED STORAGE - 74.9 CUBIC FEETMINIMUM INSTALLED STORAGE - 74.9 CUBIC FEET
WEIGHT - 75 LBS.WEIGHT - 75 LBS.WEIGHT - 75 LBS.WEIGHT - 75 LBS.
A
B
STORMTECH
CHAMBERS
FOUNDATION STONE
BENEATH CHAMBERS
B
A
FO
U
N
D
A
T
I
O
N
S
T
O
N
E
FO
U
N
D
A
T
I
O
N
S
T
O
N
E
FO
U
N
D
A
T
I
O
N
S
T
O
N
E
FO
U
N
D
A
T
I
O
N
S
T
O
N
E
BE
N
E
A
T
H
C
H
A
M
B
E
R
S
BE
N
E
A
T
H
C
H
A
M
B
E
R
S
BE
N
E
A
T
H
C
H
A
M
B
E
R
S
BE
N
E
A
T
H
C
H
A
M
B
E
R
S
DUAL WALLDUAL WALLDUAL WALLDUAL WALL
PERFORATEDPERFORATEDPERFORATEDPERFORATED
HDPEHDPEHDPEHDPE
UNDERDRAINUNDERDRAINUNDERDRAINUNDERDRAIN
DUAL WALLDUAL WALLDUAL WALLDUAL WALL
PERFORATEDPERFORATEDPERFORATEDPERFORATED
HDPEHDPEHDPEHDPE
UNDERDRAINUNDERDRAINUNDERDRAINUNDERDRAIN
OUTLET MANIFOLDOUTLET MANIFOLDOUTLET MANIFOLDOUTLET MANIFOLD
STORMTECHSTORMTECHSTORMTECHSTORMTECH
END CAPEND CAPEND CAPEND CAP STORMTECHSTORMTECHSTORMTECHSTORMTECH
CHAMBERCHAMBERCHAMBERCHAMBER
ADS GEOSYNTHETICS 601TADS GEOSYNTHETICS 601TADS GEOSYNTHETICS 601TADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILENON-WOVEN GEOTEXTILENON-WOVEN GEOTEXTILENON-WOVEN GEOTEXTILE
STORMTECHSTORMTECHSTORMTECHSTORMTECH
CHAMBERCHAMBERCHAMBERCHAMBER
ADS GEOSYNTHETICS 601TADS GEOSYNTHETICS 601TADS GEOSYNTHETICS 601TADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILENON-WOVEN GEOTEXTILENON-WOVEN GEOTEXTILENON-WOVEN GEOTEXTILE
6" 6" 6" 6" TYTYTYTYP FOR SC-740, DC-780,P FOR SC-740, DC-780,P FOR SC-740, DC-780,P FOR SC-740, DC-780,
MC-3500 & MC-4500MC-3500 & MC-4500MC-3500 & MC-4500MC-3500 & MC-4500
SYSTEMSSYSTEMSSYSTEMSSYSTEMS
SECTION A-ASECTION A-ASECTION A-ASECTION A-A
SECTION SECTION SECTION SECTION B-BB-BB-BB-B
1 STORMTECH CROSS SECTIONSTORMTECH CROSS SECTIONSTORMTECH CROSS SECTIONSTORMTECH CROSS SECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
2 ISOLATION ROW PLUS DETAILISOLATION ROW PLUS DETAILISOLATION ROW PLUS DETAILISOLATION ROW PLUS DETAIL
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
3 STORMTECH CHAMBERSTORMTECH CHAMBERSTORMTECH CHAMBERSTORMTECH CHAMBER
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
4 UNDERDRAIN DETAILUNDERDRAIN DETAILUNDERDRAIN DETAILUNDERDRAIN DETAIL
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE