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CULTEC RECHARGER 18OHD SPECIFICATIONS CULTEC FC-24 FEED CONNECTOR SPECIFICATIONS
GENERAL GENERAL
° LARGE RIB SMALL RIB
CULTEC HVLV (HIGH VOLUME, LOW VELOCITY) FEED CONNECTOR POLYETHYLENE CHAMBERS ARE DESIGNED FOR-3'...
°.
CULTEC RECHARGER@ 180HD CHAMBERS ARE DESIGNED FOR UNDERGROUND o
END DETAIL END DETAIL
UNDERGROUND STORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED TO MANIFOLD CULTEC RECHARGER _ 3:, � ° ° PAVEMENT OR FINISHED GRADE
r �.•" *k STORMWATER MANAGEMENT. THE CHAMBERS MAY BE USED FOR RETENTION, RECHARGING, MODEL 180HD CHAMBER SYSTEMS FOR RETENTION, RECHARGING, DETENTION, AND CONTROLLING THE FLOW OF , t •.;f :;:-•,':•;.. - , . MODEL 180 RHD STARTER LL
ON -SITE STORMWATER RUNOFF. `"r• `%`: '':' °_ o O
DETENTION OR CONTROLLING THE FLOW OF ON -SITE STORMWATER RUNOFF. UNITS ARE USED AS SINGLE
CHAMBER PROPERTIES
-if ° o STAND ALONE SECTIONS. 0
' , -: :�• PAVEMENT SUB -BASE (WHEN APPLICABLE)
CHAMBER PARAMETERS :>•:• MODEL RHD
1. THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT (203-775-4416). r: i •;',
low 0�
MINIMUM 95% COMPACTED FILL I.I.I
1. THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT.
2. CONTACT CULTEC, INC. AT 203-775-4416 FOR SUBMITTAL PACKAGES AND TO PURCHASE PRODUCT. o =•-:- •- M
(203-775-4416 OR 1-800-428-5832) Alp
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3. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC FEED CONNECTOR SHALL BE 12 INCHES TALL, �•�(, ._ .:•-.: ••• _ � M
I;I• " ` °• • - + CULTEC NO. 410 NON -WOVEN GEOTEXTILE Y.1
2. THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULAR WEIGHT 16 INCHES WIDE. THE HVLV FC-48 IS 54 INCHES LONG. THE HVLV FC-24 IS 24.2 INCHES LONG=';�-;�`-.Si•:> =••: iy^,<�.-:,}=•;t:'�:':%:�.-.;� :
AROUND STONE. TOP AND SIDES MANDATORY,
HIGH DENSITY POLYETHYLENE (HMWHDPE) WITH A BLACK INTERIOR AND BLUE t = i':# F° 4' :.i` _ BOTTOM PER ENGINEER'S DESIGN PREFERENCE _ 0
4. THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CONNECTOR SHALL BE 0.819 CF/LF. EXTERIOR. V
5 THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULAR WEIGHT HIGH DENSITY LLI Z
MODEL 180 SHD STARTER
3. THE CHAMBER SHALL BE ARCHED IN SHAPE. POLYETHYLENE (HMWHDPE) WITH A BLACK INTERIOR AND BLUE EXTERIOR. CULTEC HVLV FC-24 FEED CONNECTOR UNITS ARE USED W V W
WHERE SPECIFIED TO BEGIN A LINE. MODEL SHD
4. THE CHAMBER SHALL BE OPEN -BOTTOMED. 6. THE HVLV FC FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING TWO OPEN END WALLS, AND LLI I- LEI Ill
HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT SHALL FIT INTO THE SIDE PORTALS OF o 0 V m
5. THE CHAMBER SHALL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD. THE RECHARGER 180HD. go, <
CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, HAVING NO 7. ALL CHAMBERS SHALL BE ARCHED IN SHAPE. o o 6.0 INCH MIN. DEPTH OF
SEPARATE COUPLINGS OR SEPARATE END WALLS. ( 1-2 INCH WASHED CRUSHED
o o o a o o 8. HEAVY DUTY UNITS ARE DESIGNED ACCORDING TO AASHTO HS-25 LOAD RATING (40,000 LBS. /AXLE) WHEN STONE ABOVE CHAMBERS
6. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER@ 180HD SHALL BE BURIED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS.
20.5 INCHES (521 MM) TALL, 36 INCHES (914 MM) WIDE AND 7.33 FEET (2.23 M) LONG. THE 10.0' MIN. CULTEC RECHARGER 180HD
® ® ® L L,L
9. HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE ALONG THE LENGTH OF THE CHAMBER. CULTEC NO. 4800 WOVEN GEOTEXTILE HEAVY-DUTY CHAMBER MODEL 180 IHD INTERMEDIATE O �
INSTALLED LENGTH OF A JOINED RECHARGERO 180HD SHALL BE 6.33 FEET (1.93 M). PLACED BENEATH INLET PIPES
10. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIED FACILITY. UNITS ARE USED AS MIDDLE MODEL IHD Cl?
7. MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 15 INCH (375 MM) HDPE. J.
8. THE CHAMBER SHALL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLV& FC-24 FEED ?M C SECTIONS TO EXTEND THE
CULTEC NO. 410 NON -WOVEN GEOTEXTILE 7.5'MIN. ( LENGTH OF A LINE. V
GEOTEXTILE
CONNECTORS TO CREATE AN INTERNAL MANIFOLD. MAXIMUM ALLOWABLE O.D. IN THE CULTEC NO. 410- NON -WOVEN GEOTEXTILE MAY BE USED WITH CULTEC CONTACTOR@ AND RECHARGER@ CULTEC N0. 4800 WOVEN CONNECTORS
( W Z
PLACED BENEATH FEED CONNECTORS 12.0 INCH MIN. WIDTH OF 1-2 INCH WASHED
SIDE PORTAL IS 12.25 INCHES (311 MM). STORMWATER INSTALLATIONS TO PROVIDE A BARRIER THAT PREVENTS SOIL INTRUSION INTO THE STONE. o CRUSHED STONE BORDER SURROUNDING
ALL CHAMBERS J
9. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV@ FC-24 FEED CONNECTOR GEOTEXTILE PARAMETERS
SHALL BE 12 INCHES (305 MM) TALL, 16 INCHES (406 MM) WIDE AND 24.2 INCHES (614 1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR o ( 6.0 INCH MIN. DEPTH OF V
MM) LONG. 1 800-428-5832) . ( 1-2 INCH WASHED CRUSHED
10. THE NOMINAL STORAGE VOLUME OF THE RECHARGER@ 180HD CHAMBER SHALL BE 2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. 3. THE GEOTEXTILE SHALL HAVE A TYPICAL WEIGHT OF 4.5 OZ/SY (142 G/M). ( STONE BENEATH CHAMBERS MODEL 180 EHD END UNITS MODEL EHD Z m
3.445 FT3 / FT (0.32 M3 / M) -WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A o 0 0 ( ARE USED TO END THE LENGTH W
4. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH VALUE OF 120 LBS (533 N) PER ASTM D4632 TESTING
SINGLE RECHARGER 180RHD STAND ALONE UNIT SHALL BE 25.25 FT3 (0.72 M3) - METHOD. OF A LINE' I�
WITHOUT STONE. THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER@ 180EHD 5. THE GEOTEXTILE SHALL HAVE AN ELONGATION @ BREAK VALUE OF 50% PER ASTM D4632 TESTING METHOD. PIPE PER ENGINEER DESIGN. LU //Z^� W
PIPE TO BE INSERTED 12.0 INCHES MIN. INTO CHAMBER. V
AS AN INTERMEDIATE UNIT SHALL BE 21.81 FT3 (0.62 M3) - WITHOUT STONE. THE 6. THE GEOTEXTILE SHALL HAVE A MULLEN BURST VALUE OF 225 PSI (1551 KPA) PER ASTM D3786 TESTING MAXIMUM PIPE SIZE: 0
NOMINAL STORAGE VOLUME OF THE LENGTH ADJUSTMENT AMOUNT PER RUN SHALL METHOD. 15.0" HDPE
BE 3.445 FT3 (0.32 M3) - WITHOUT STONE. 7. THE GEOTEXTILE SHALL HAVE A PUNCTURE STRENGTH VALUE OF 65 LBS (289 N) PER ASTM D4833 TESTING 15.0" PVC a Q `U
11. THE NOMINAL STORAGE VOLUME OF THE HVLV@ FC-24 FEED CONNECTOR SHALL BE METHOD.
0.913 FT3 / FT (0.085 M3 / M) - WITHOUT STONE. 8. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE VALUE OF 340 LBS (1513 N) PER ASTM D6241 TESTING 180HD 180HD
METHOD. 2.O CULTEC RECHARGER 180HD HEAVY DUTY PLAN VIEW 30 CULTEC RECHARGER 180HD HEAVY DUTY END DETAIL INFORMATION
12. THE RECHARGER@ 180HD CHAMBER SHALL HAVE SEVENTY-EIGHT DISCHARGE HOLES 9. THE GEOTEXTILE SHALL HAVE A TRAPEZOID TEAR VALUE OF 50 LBS (222 N) PER ASTM D4533 TESTING
BORED INTO THE SIDEWALLS OF THE UNIT'S CORE TO PROMOTE LATERAL METHOD.
CONVEYANCE OF WATER. 10. THE GEOTEXTILE SHALL HAVE A AOS VALUE OF 70 U.S. SIEVE (0.212 MM) PER ASTM D4751 TESTING METHOD.
13. THE RECHARGER@ 180HD CHAMBER SHALL HAVE 14 CORRUGATIONS. 11. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY VALUE OF 1.7 SEC-1 PER ASTM D4491 TESTING METHOD.
12. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATE VALUE OF 135 GAL/MIN/SF (5500 L/MIN/SM) PER ASTM END OF RUN
14. THE ENDWALL OF THE CHAMBER, WHEN PRESENT, SHALL BE AN INTEGRAL PART OF D4491 TESTING METHOD.
THE CONTINUOUSLY FORMED UNIT. SEPARATE END PLATES CANNOT BE USED WITH 13. THE GEOTEXTILE SHALL HAVE A UV STABILITY @ 500 HOURS VALUE OF 70% PER ASTM D4355 TESTING HIDDEN END
THIS UNIT. METHOD.
15. THE RECHARGERO 180RHD STAND ALONE/STARTER UNIT MUST BE FORMED AS A CULTEC NO. 480OTM WOVEN GEOTEXTILE MIN. 95% COMPACTED FILL CULTEC NO.410 NON -WOVEN GEOTEXTILE AROUND
STONE. TOP AND SIDES MANDATORY, BOTTOM PER
WHOLE CHAMBER HAVING TWO FULLY FORMED INTEGRAL ENDWALLS AND HAVING NO CULTEC NO. 4800 WOVEN GEOTEXTILE IS DESIGNED AS A UNDERLAYMENT TO PREVENT SCOURING CAUSED BY CULTEC HVLV FC-24 FEED CONNECTOR ENGINEER'S DESIGN PREFERENCE.
SEPARATE END PLATES OR SEPARATE END WALLS. WATER MOVEMENT WITHIN THE CULTEC CHAMBERS AND FEED CONNECTORS UTILIZING THE CULTEC MANIFOLD WHERE SPECIFIED •,'
FEATURE. IT MAY ALSO BE USED AS A COMPONENT OF THE CULTEC SEPARATOR ROW TO ACT AS A BARRIER TO 1-2 INCH WASHED, CRUSHED
16. THE RECHARGER@ 180EHD END UNIT MUST BE FORMED AS A WHOLE CHAMBER HAVING PREVENT SOIL/CONTAMINANT INTRUSION INTO THE STONE WHILE ALLOWING FOR MAINTENANCE. STONE SURROUNDING CHAMBERS CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED
BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH
ONE FULLY FORMED INTEGRAL ENDWALL AND ONE FULLY OPEN END WALL AND HAVING CULTEC RECHARGER 180HD FINISHED GRADE ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION)
GEOTEXTILE PARAMETERS IN SEPARATOR ROW CONFIGURATION 10.0" MIN. FOR UNPAVED MODEL 180 EHD
NO SEPARATE END PLATES OR END WALLS. 1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (IF APPLICABLE) 8.0"MIN. FOR RIGID PAVEMENT
17. THE HVLV@ FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE CHAMBER HAVING (203-775-4416 OR 1-800-428-5832) (REDUCE TO 6.0" FOR 8.0" MIN. FOR
TWO OPEN END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END 2• THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. NON -TRAFFIC APPLICATION) FLEXIBLE PAVEMENT
3. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH OF 550 X 550 LBS (2,448 X 2,448 N PER ASTM D4632 • x _ _;f:�•;.
:x WALLS. NIT HALL FIT INTO THE SIDE PORTALS F THE RECHARGER@1 HD AND r-
S U S O S O SO 80
tT_ :_. < ,:Y ax•^* ` ':s: _K` .:)•xe _ �:.a''„.-.?_ .. ,'=a's'_� '+� KwY:
-
HIDDENTE TIN METHOD. 12'MAX. END
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ACT AS CROSS FEED CONNECTIONS.
4. THE GEOTEXTILE SHALL HAVE A ELONGATION @BREAK RESISTANCE OF ZO X 20% PER ASTM D4632 TESTING COVER DEPTH .
18. CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN METHOD. 6.0" MIN.
THE RIBS. 5. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE OF 5,070 X 5,070 LBS/FT
(74 X 74 KN/M) PER ASTM D4595 TESTING METHOD. MODEL 180 IHD
19. THE CHAMBER SHALL HAVE A RAISED INTEGRAL CAP AT THE TOP OF THE ARCH IN THE 6. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 2% STRAIN OF 960 X 1,096 LBS/FT
CENTER OF EACH UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR (14 X 16 KN/M) PER ASTM D4595 TESTING METHOD.
20.5"
CLEAN -OUT. 7. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 5% STRAIN OF 2,740 X 2, 740 LBS/FT BEGINNING OF RUN LLI
(40 X 40 KN/M) PER ASTM D4595 TESTING METHOD. w
20. THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY 8• THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 10% STRAIN OF 4,800 X 4,800 LBS/FT _
CORRUGATION ON THE LARGE RIB END. (70 X 70 KN/M) PER ASTM D4595 TESTING METHOD.
21. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIED FACILITY. 9• THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 1,700 LBS (7,560 N) PER ASTM D6241 9.0" MIN. CULTEC HVLV FC-24 FEED CONNECTOR J
TESTING METHOD.
MODEL 180 IHD
22. MAXIMUM ALLOWABLE COVER OVER THE TOP OF THE CHAMBER SHALL BE 12.0' (3.66 M). 10. THE GEOTEXTILE SHALL HAVE A TRAPEZOIDAL TEAR RESISTANCE OF 180 X 180 LBS (801 X 801 N) PER ASTM Q
23. THE CHAMBER SHALL BE DESIGNED AND MANUFACTURED TO MEET THE MATERIAL AND D4533 TESTING METHOD.
27.0" MIN. 51.0" MIN. 36.0"
11. THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING SIZE OF 40 US STD. SIEVE (0.425 MM) PER ASTM D475 CENTER TO CENTER TRIM CUT-OUT *k *k *k LLI
STRUCTURAL REQUIREMENTS OF IAPMO PS 63-2019, INCLUDING RESISTANCE TO TESTING METHOD. TO UTILIZE INTERNAL 0
AASHTO H-10 HIGHWAY LIVE LOADS, WHEN INSTALLED IN ACCORDANCE WITH CULTEC'S 12. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.15 SEC-1 PER ASTM D4491 TESTING METHOD. THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE
MANIFOLD FEATURE 0
INSTALLATION INSTRUCTIONS. 13. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 11.5 GPM/FT2 (470 LPM/M2) PER ASTM D4491 REQUIRED BEARING CAPACITY OF SUB -GRADE SOILS HAVE BEEN MET
24. THE CHAMBER SHALL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED TESTING METHOD. (V
14. THE GEOTEXTILE SHALL HAVE A UV RESISTANCE OF 80% @ 500 HRS. PER ASTM D4355 TESTING METHOD. O
ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. MODEL 180 SHD
CULTEC HVLV FC-24 FEED CONNECTOR
180pHD GENERAL NOTES 180pD CULTEC RECHARGER 180HD HEAVY DUTY CROSS SECTION 180pD CULTEC RECHARGER 18OHD HEAVY DUTY TYPICAL INTERLOCK
6" DIA.
INSPECTION PORT
MODEL 180RHD STAND ALONE
SMALL RIB
LARGE RIB
MODEL 180SHD
STARTER
SMALL RIB
LARGE RIB
MODEL 1801HD INTERMEDIATE
SMALL RIB
LARGE RIB
MODEL 180EHD END
SMALL RIB
LARGE RIB
24.2" F
m J Z z
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ INLET/OUTLET PIPE PER ENGINEER DESIGN. z LU oW c9
PIPE TO BE INSERTED 12.0" MIN. INTO CHAMBER O ¢ z w
MAXIMUM PIPE SIZE: uai J F
21" HDPE U i 0 w
Q J
36.0" 21" PVC O w N � ¢ w
24.0" MIN. MIN. 95% COMPACTED FILL (0Q u¢j
PAVEMENT OR FINISHED GRADE OR GRANULAR SUB -BASE J E o
FIELD PLACED CLASS "C" CONCRETE COLLAR 15.0" TRAFFIC RATED CULTEC NO. 410 NON -WOVEN GEOTEXTILE AROUND 6 U w o z
(OPTION 2) FLUSH WITH PAVEMENT FIELD PLACED CLASS "C" CONCRETE CULTEC INSPECTION PORT STONE. TOP AND SIDES MANDATORY, BOTTOM PER U Lf� U ? U O N
COLLAR (OPTION 1) 1.50" BELOW PAVEMENT (SEE DETAIL®) ENGINEER'S DESIGN PREFERENCE. I` CU w z �a ui
s.o � [\ � ~ U � a
PAVEMENT OR FINISHED GRADE PAVEMENT TYPICAL CULTEC SEPARATOR ROW TO BE COVERED ■ �� c 2:2
INLET STRUCTURE OR FINISHED GRADE WITH CULTEC NO. 410 NON -WOVEN GEOTEXTILE ♦♦ ++ +„ co O W O a O
88.0" MIN. 95% COMPACTED V C:) CD C)U O v w o
76.0" INSTALLED STONE
GRANULAR FILL INCH WASHED, CRUSHED 4> N 0�0 N = a z
' STONE SURROUNDING CHAMBERS
8.0"MIN. : :`i:_ U wz¢aw
38.0" 38.0" ■+
:.: -i ;4•n Y't'• -.�. •. \ s_:y :a aS.'�'`l. ....i1 .`.-.'.`' ....x•-r•: -:i• :••C: i �, O Z W J
7.0"
{'n •�:r`�: �`i�'-- .�.• tt;•;:r.i=-:',.•:� a'.>. ysi:-:r-?-.•. L:
SMALL RIB LARGE RIB y'- - ;• a, Y •^- :, - Uj
.F. ...at: �, '. �'Sye .r•'t .J.. :T..e^,<, •.X.arY- :.t \:
HS-25 RATED CAST IRON .>--+ -:`� ;?c :'.c--'4';^.: ,'a ::T`C':`-: Z li
" FRAME AND SOLID COVER I„u ~ o 0 W
16.0" CULTEC FC-24 �? 0
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0 0 0 0 0 0 0 0 0 0 0 6" PVC SCREW IN CAP 00 w} =!w p
in J O wcnm J
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20.5" 0 0 0 0 0 0 0 0 0 0 0 • • O C:)E (�FZOinLOK
6.0 o MIN. 12" X 6" CULTEC INLINE DRAIN CLEAN -OUT '1QaF
BASIN w/ GASKETED SDR-35 CONNECTION 00 U V o z
0 0 0 0 0 0 0 0 0 0 o p� O U z�wzW
24.0" MIN N i N w UJ
6" SDR 35 RISER (LENGTH VARIES) SUMP 1 LAYER OF CULTEC NO. 4800 WOVEN GEOTEXTILE X U ++ W w w Z) w
24.0" 28 0 SIDE PORTAL FOR OPTIONAL INTERNAL MANIFOLD 6.25" HOLE TO BE CUT w/ HOLE SAW 5 • TO BE PLACED BENEATH ENTIRE SEPARATOR ROW 0 � - � z O O
ACCOMMODATE CULTEC HVLV FC-24 FEED CONNECTOR CENTERED ON CORRUGATION CREST THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE REQUIRED co LL z U � a w z
36.0" OR 12 INCH [300 mm] PIPE) 6" SDR-35 BELL END BEARING CAPACITY OF SUB -GRADE SOILS HAS BEEN MET O 00 a w w
of W Z p
CUT FOR 6" OF INSERTED PIPE a 00 00 3:O Z)o w
12.0"
2E 0Q=0�
CULTEC RECHARGER 18OHD CHAMBER STORAGE = 3.445 FT3 / FT (0.32 M3 / M) ~ Q
INSTALLED LENGTH ADJUSTMENT = 1.0' [306 mm] < w w ~
ALL RECHARGER 18OHD HEAVY DUTY UNITS ARE MARKED WITH A COLOR STRIPE LV 0- - o
FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. J < w ¢ Uj
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180HD 180HD CULTEC HVLV THREE
80HD 80H CULTEC SEPARATOR ROW - CULTEC INSPECTION PORT DETAIL (IF APPLICABLE) q
6,0 CULTEC RECHARGER 180HD HEAVY DUTY THREE VIEW 7.o FEED CONNECTOR THREE VIEW 8.o CULTEC INSPECTION PORT -ZOOM DETAIL 9•0
COPYRIGHT (9 2019
BAYLIS ARCHITECTS INCORPORATED
ALL RIGHTS RESERVED
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED
HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY
NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN
CONSENT OF BAYLIS ARCHITECTS INCORPORATED.
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COUGHLIN
PORTER
LUNDEEN
801 SECOND AVENUE, SUITE 900
SEATTLE, WA 98104
(206) 343-0460 www.cplinc.com
PROJECT NUMBER: C 180040-01
PROJECT MANAGER: KNK
DRAWN BY: JAS
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�SIONAL
REVISIONS:
NO. DESCRIPTION DATE
THESE RECORD DRAWINGS
WERE PREPARED USING
SURVEYED INFORMATION
PROVIDED BY BENCHMARK
SURVEYING, LLC IN MARCH 2O23.
ARCHITECTS
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10801 Main Street, #110 Bellevue,WA 98004
1904 Third Avenue, #330 Seattle, WA 98101
BaylisArchitects.com (425) 454 0566
180HD SPECS & DETAILS
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R-411019
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