HomeMy WebLinkAboutSUBMITTAL #2-CULTEC SHOPS & CALCS-10-14-21_TFM - - 25 Beechwood Drive FRANK DeLUCIA & SON INC.
GENERAL CONTRACTORS
119 Newton Road Rear,Plaistow,N.H.03865 �;�
(603)974-1580(603)974-2155
Fax(603)974-2553
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"1
TRANSMITTAL FORM-COVER SHEET FOR SUBMITTAL
Date: 10/14/21
RE:
To: TF MORAN:JASON HILL HEATED SELF STORAGE-N,ANDOVER MA
AHO CONST:ABRAHM AHO AHO CONST.
SUBMIT#2-CULTEC SHOP DRAWINGS AND CALC'S AT SYSTEMS
We Are Sending You: 0 Attached 0 Under Separate Cover
The Following:
❑ Plans 0 Specifications ❑Change Order
❑ Letter R Test Results ❑Product Data
0 Release 0 Other PARTIAL-DRAIN STRUCTURE PRODUCTION DRAWINGS
Item #Copies Description
1. CULTEC INFILTRATION SYSTEMS 1 AND 2 SHOP DRAWINGS AND CALC'S
2.
3.
4.
5.
6.
These are submittec For Approval 0 As requested
[2] For Your Use
El Signed: STEVE COLLINS
CC: ABRAHM AHO-RAY AHO-ETHAN AHO B
CC: ROCCI JR-MIKE G 48 Constitution Phillip Houston
Drive Date
CC: Bedford,NH 10/15/21
03110
(603)472-4488 TF1 No.
(603)472 9747 31968.00
REVIEWED Review is only for the limited
purpose of checking for conformance
❑ REVIEWED AS NOTED with information given and the
design concept expressed in the
(Revise and resubmit for record) Contract Documents. Review is not
conducted for the purpose of
REVIEWED AS NOTED determining the accuracy and
(Resubmission not required) completeness of other details such
as dimensions and quantities, or for
❑ REVISE AND RESUBMIT substantiating instructions for
installation of performance of
equipment or systems, all of which
❑ NOT APPROVED remain the responsibility of the
Contractor. Review does not
❑ SHOP DING REVIEW FORM constitute approval of safety
precautions or construction means,
(See attached form) methods, techniques, sequences or
procedures. Review of a specific
item does not indicate review of an
assembly of which the item is a
component.
BEFORE YOU BEGIN-REQUIRED MATERIALS AND EQUIPMENT
HEATED SELF STORAGE1. PROPER GEOTECHNICAL SOIL EVALUATION BY A QUALIFIED ENGINEER OR SOIL SCIENTIST TO DETERMINE SUITABILITY OF
STRUCTURAL INSTALLATION
2. OSHA COMPLIANCE
3. CULTEC WARNING TAPE,OR EQUIVALENT
BEECHWOOD DRIVE 4. ASSURANCES FROM LOCAL UTILITIES THAT NO UNDERGROUND GAS,ELECTRICAL OR OTHER POTENTIALLY DANGEROUS
PIPELINES OR CONDUITS ARE ALREADY BURIED AT THE SITE
5. ACCEPTABLE 1-2 INCH(25-51 mm)WASHED,CRUSHED STONE AS DETAILED IN CULTEC'S INSTALLATION INSTRUCTIONS.
CLEANLINESS OF STONE TO BE VERIFIED BY ENGINEER.
NORTH ANDOVER MA 6. ACCEPTABLE FILL MATERIAL AS SHOWN IN CULTEC'S INSTALLATION INSTRUCTIONS.
' 7. ALL CULTEC CHAMBERS AND ACCESSORIES AS SPECIFIED IN THE ENGINEER'S PLANS INCLUDING CULTEC NO.410
NON-WOVEN GEOTEXTILE,CULTEC STORMFILTER AND CULTEC NO.4800 WOVEN GEOTEXTILE,WHERE APPLICABLE.
8. RECIPROCATING SAW OR ROUTER
9. STONE BUCKET
48 Constitution
By Phillip Houston 10. STONE CONVEYOR AND/OR TRACKED EXCAVATOR
Drive Date DRAWING INDEX 11. TRANSIT OR LASER LEVEL MEASURING DEVICE
Bedford,NH 10/15/21 12. COMPACTION EQUIPMENT WITH MAXIMUM GROSS VEHICLE WEIGHT OF 12,000 LBS(5,440 KGS).VIBRATORY ROLLERS MAY
03110 - - -
(603)472-4488 TFM No ONLY BE USED ON THE STONE BASE PRIOR TO THE INSTALLATION OF CHAMBERS.
(603)472 9747 _ 31968.00 13. CHECK CULTEC CHAMBERS FOR DAMAGE PRIOR TO INSTALLATION.DO NOT USE DAMAGED CULTEC CHAMBERS,CONTACT
IREVIEWED Review„ is onlrr for the limited YOUR SUPPLIER IMMEDIATELY TO REPORT DAMAGE OR PACKING-LIST DISCREPANCIES.
purpose of checking for conformance
❑REVIEWED AS NOTED with information given and the TITLE SHEET NO.
design concept expressed in the
(Revise and resubmit for record) Contract Documents.Review is not
conducted for the purpose of REQUIREMENTS FOR CULTEC CHAMBER SYSTEM INSTALLATIONS
❑REVIEWED AS NOTED determining the accuracv and OVER SHEET OF 7
(Resubmission not required) completeness of other details such
as dimensions and quantities,or for 1. INSTALLING CONTRACTORS ARE EXPECTED TO COMPREHEND AND USE THE MOST CURRENT INSTALLATION INSTRUCTIONS
❑REVISE AND RESUBMIT substantiating Instructions for SYSTEM 1 LAYOUT SHEET 2 OF 7
installation of performance of PRIOR TO BEGINNING A SYSTEM INSTALLATION.IF THERE IS ANY QUESTION AS TO WHETHER YOU POSSESS THE MOST
equipment or systems,all of v hich SYSTEM 1 CALCULATION SHEET 3 OF 7
❑NOT APPROVED remain the responsibilill of the CURRENT INSTRUCTIONS,CONTACT CULTEC AT(203)775-4416 OR VISIT WWW.CULTEC.COM.
c Contractorapproval
Review does not SYSTEM 2 LAYOUT SHEET 4 OF 7 2. CONTACT CULTEC AT LEAST THIRTY DAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGE FOR A PRE-CONSTRUCTION
❑SHOP DWG REVIEW FORM constitute approval of safety
precautions or construction means, MEETING.
(see attacthed forma methods,techniques,sequences or SYSTEM 2 CALCULATION SHEET 5 OF 7
procedures Review of a speofic 3. ALL CULTEC SYSTEM DESIGNS MUST BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER.
item does not indicate review of an SYSTEM OVERLAY SHEET 6 OF 7 4. USE CULTEC INSTALLATION INSTRUCTIONS AS A GUIDELINE ONLY FOR MINIMUM/MAXIMUM REQUIREMENTS.ACTUAL DESIGN
3ssemblu of which the item is a
component 902HD DETAIL SHEET 7 OF 7 MAY VARY.REFER TO APPROVED CONSTRUCTION DRAWINGS FOR JOB-SPECIFIC DETAILS.BE SURE TO FOLLOW THE
ENGINEER'S DRAWINGS AS YOUR PRIMARY GUIDE.
5. THE FOUNDATION STONE SHALL BE LEVEL AND COMPACTED PRIOR TO CHAMBER INSTALLATION.
6. OVERLAPPING RIB CONNECTIONS OF CHAMBERS SHALL BE FULLY SHOULDERED PRIOR TO STONE PLACEMENT.
PROJECT INFORMATION 7. CENTER-TO-CENTER SPACING SHALL BE CHECKED AND MAINTAINED THROUGHOUT INSTALLATION PROCESS.
8. ANY DISCREPANCIES WITH THE SYSTEM SUB-GRADE SOIL'S BEARING CAPACITY MUST BE REPORTED TO THE DESIGN
PROJECT NO: 21-4382.01
ENGINEER.
KEN SULLENGER 9. NON-WOVEN GEOTEXTILE MUST BE USED AS SPECIFIED IN THE ENGINEER'S DRAWINGS.
475-289-7083 10. CULTEC REQUIRES THE CONTRACTOR TO REFER TO CULTEC'S INSTALLATION INSTRUCTIONS CONCERNING VEHICULAR
CULTEC SALES REP: TRAFFIC.RESPONSIBILITY FOR PREVENTING VEHICLES THAT EXCEED CULTEC'S REQUIREMENTS FROM TRAVELING ACROSS
OR PARKING OVER THE CHAMBER SYSTEM LIES SOLELY WITH THE CONTRACTOR THROUGHOUT THE ENTIRE SITE
CONSTRUCTION PROCESS.THE PLACEMENT OF WARNING TAPE,TEMPORARY FENCING,AND/OR APPROPRIATELY LOCATED
DAN GERA SIGNS IS HIGHLY RECOMMENDED.IMPRINTED WARNING TAPE IS AVAILABLE FROM CULTEC.FOR ACCEPTABLE VEHICLE LOAD
475-289-7064 INFORMATION,REFER TO CULTEC INSTALLATION INSTRUCTIONS.
CULTEC TECHNICAL MANAGER: 11. TRAFFIC OF INSTALLATION EQUIPMENT OR OTHER VEHICULAR TRAFFIC OVER TOP OF THE CULTEC STORMWATER SYSTEM IS
ERA f�Dco EC COM. RESTRICTED AND PROHIBITED UNTIL SATISFACTORY COVER AND COMPACTION IS ACHIEVED ACCORDING TO
CULTEC'S MANUFACTURER INSTALLATION INSTRUCTIONS.
12. EROSION AND SEDIMENT-CONTROL MEASURES MUST MEET LOCAL CODES AND THE DESIGN ENGINEER'S SPECIFICATIONS
STEVE ALMENDAREZ
THROUGHOUT THE ENTIRE SITE CONSTRUCTION PROCESS.
CULTEC CAD TECH: 203-890-0060 13. CULTEC SYSTEMS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CULTEC'S MINIMUM REQUIREMENTS.FAILURE
SAI_MEN AR Z:�Cul_
TO DO SO WILL VOID THE LIMITED WARRANTY.
14. CONTACT CULTEC,INC.AT 203-775-4416 WITH ANY QUESTIONS OR FURTHER CLARIFICATION OF REQUIREMENTS.
REVISION DATE COMMENT BY 15. PLACEMENT OF EMBEDMENT STONE MUST BE IN ACCORDANCE WITH CULTEC'S INSTALLATION INSTRUCTIONS.STONE
COLUMN HEIGHT DEFERENTIAL MUST NEVER EXCEED 12"(305 mm)BETWEEN CHAMBER ROWS,ADJACENT CHAMBERS OR
COMMENTS: STONE PERIMETER.STONE MUST BE PLACED OVER THE CROWN OF THE CHAMBERS TO ANCHOR THE CHAMBERS IN PLACE
AND MAINTAIN ROW SPACING.
16. EMBEDMENT STONE MUST ONLY BE PLACED BY EXCAVATOR OR TELESCOPING CONVEYOR BOOM.PLACEMENT OF
EMBEDMENT STONE WITH BULLDOZER IS NOT AN ACCEPTABLE METHOD OF INSTALLATION AND MAY CAUSE DAMAGE TO THE
CHAMBERS.ANY CHAMBERS DAMAGED USING AN UNACCEPTABLE METHOD OF BACKFILL ARE NOT COVERED UNDER THE
CULTEC LIMITED WARRANTY.
CULTEC, Inc. NOTE:THESE SHOP DRAWINGS MAY CONTAIN COMPONENTS INCLUDING BUT NOT LIMITED TO MANHOLES, THIS DRAWING WAS PREPARED TO SUPPORT THE PROJECT ENGINEER OF RECORD FOR THE PROPOSED SYSTEM.IT IS THE
CATCH BASINS,STORM PIPES AND FITTINGS,MANIFOLDS,CASTINGS AND OTHER NECESSARY ULTIMATE RESPONSIBILITY OF THE PROJECT ENGINEER OF RECORD TO ENSURE THAT THE CULTEC SYSTEM'S DESIGN IS IN
Subsurface Stormwater Management Systems APPURTENANCES THAT MAY NOT BE SUPPLIED BY CULTEC,INC.IT IS THE RESPONSIBILITY OF THE FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGULATIONS.IT IS THE PROJECT ENGINEER OF RECORD'S RESPONSIBILITY
P.O.BOX 280 PH: 203 775-4416 CONTRACTOR AND/OR SUPPLIER TO CONFIRM WITH CULTEC THE MATERIALS PROVIDED. TO ENSURE THAT THE CULTEC PRODUCTS ARE DESIGNED IN ACCORDANCE WITH CULTEC'S MINIMUM REQUIREMENTS.
( )878 Federal Road PH:(800)4-CULTEC CULTEC DOES NOT APPROVE PLANS,SIZING,OR SYSTEM DESIGNS.
Brookfield,CT 06804 FX:(203)775-1462
CULTEC www.cultec.com tech@cultec.com
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C CULTEC Recharger 902HD Stormwater System Calculations CULTEC Recharger 902HD Stormwater Incremental Storage � � `L
o
CULTEC CULTEC ci
Conwlting Engineer: Project Information:
TFM Civil Engineers Heated Self Storage Date:I
Octo r 5,2021 LU
m
603,472,4488 Beechwood Chive
North Arulover,MA m
System 1(South) V W Z
Heated Self Storage 21 4382 O1 W U LU
calculations Performed By: rate: LU Drive LU W W
Patrick Blocker 1C7 5"21 North Andover,over,MA p U CO
CUtec,Inc, Q Q 2 2
878 Federal Rd. Project number,
Brookfield,Cr 06804 21-4382.01 Base of Stone Elevation- 59.50 ^2
PH.203-775-4416
� Q
F:203-775-5867 0 N
CULTEC Recharger 902HD Incremental Storage Volumes 00
C fn
U � �
U
Proposed bed layout of Rows No,of units per Row 69,t74 1753 0.00 MCI 0.€00 MO OM 0,00 86,52 2A5 86,520 2,45 9419 266,72 65,25 61,25 !pop of Stone Hevation in Z
68,00 1727 MCI 0,00 0.00 0.00 0,00 0,00 86,52 2A5 86,520 2.45 9332 264,27 65,17 6L23 p
Given. 67,00 1702 0100 0,00 MID 0.00 0100 0.00 86,52 2.45 86,520 2,45 9246 261,82 65,08 61,20 U LU
Storage required 928E CF 66.00 1676 MO MO 0,00 0.00 0,00 0.00 86.52 2.45 86,520 2.45 9159 259.37 65,00 6 1 18 LU � Li
N o.4800 Fa Eric Fe lnte-na l fExterrtaI Manifc lds 70 feet 65,00 1651 0,00 0,00 0.00 0.00 0,00 0,00 86,52 2,45 86,520 2,45 9073 256.92 64.92 61,15 0 � Q
Number of Inlet/Outlet Pipes 2 64,00 1626 0.00 0,00 0.00 0.00 0.00 0.00 86.52 2.45 86.520 2.45 8986 254,47 64.33 61A3 w W U
Stone Base 9inches 229mm I` uiscountstone base from total stcraaeprcvided(IfApplicable) 63,00 1600 0.00 0,00 0,00 0.00 0,00 0,00 86,52 2,45 86,520 2,45 8900 252.02 64.75 61,10 IL Q (n
StcnE Rbove t2 inches 305 mm € L�ccu r.T stone above fr mtctal ste-rage Grcvided(If Ap plica blE) 62.00 1575 0.00 0,00 0,00 0.00 0.00 0,00 86,52 2.45 86,520 2,45 8813 249,57 64.67 61,07
61,00 1549 0,00 0,00 0,00 0.00 0,00 0,00 86,52 2.45 86,520 2,45 8727 247A2 64.58 61,05
Cha tuber Spacing gin char 229 mm 60.00 1524 0,00 0,00 0,00 0.00 0,00 0,00 86,52 2.45 86,520 2,45 8640 244.67 64.50 61,02
No.of H==1.=FC-48 Feed Correctors6 units Maximum Finished Grade Elevation: 59,00 1499 0.00 0,00 MID 0.00 MID 0,00 86,52 2.45 86,520 2.45 8554 242,22 64,42 6c00
No.CULTEC.Inspection Ports 1 units Minimum Finished Grade Elevation(unipeved): 58.00 1473 MID MO 0.00 0.00 0,00 0,00 86.52 2,45 86,520 2,45 8467 23937 64.33 60,97
stone Pcrosty ep",IMinimum Finished Grade Elevation(Base of FlexibleFavement): 57,00 1448 0,23 0,01 6,64 OA9 B,O 0,00 83.79 2,37 9t),620 2,57 8381 237,32 64,25 60,95 Tot)of Chamber Elevation
Starve Borden;idth 1 feet 0,30'a m Minimum Finished Grade Elevation(Tap of Rigid Pavement): 56.00 1422 0.35 0.01 16,50 0.47 0,00 0,00 79,78 2,26 96.630 2,74 8290 23435 64,17 60,92
m otherparaeters: Top of Stone Elevation: 55,00 1397 0,35 0.01 23.10 0.65 0,00 0,00 77.14 2.18 100,590 2,85 8194 232,01 64,08 60,90
Length ofSepa a erRow 56 feat 17,069 m Top of Chamber Elevation: 54,00 1372 0,47 0.01 39.60 1.12 0,00 0.00 70.49 2,00 110,559 3,13 8093 229A7 64,00 60.87
Type of Lining Ncne Bottom of ChamberElevaticn: 6C.25 53,00 1346 0,58 0,02 5180 1.50 MID 0,00 65.17 1,85 118,549 3,36 7982 226,04 63,92 60,85
sand Filte..Depth(If Applioahle) feet 0.000 m Bottom of stone Elevation: 52,00 1321 0,47 0.01 6&00 1,87 MO 0,00 59.93 1,70 126.399 3,58 7864 222,68 63,83 60.82
Sloped sides(1-:1)(If Applicable) 51,00 1295 0,58 0,02 7160 2.06 MID 0,00 57.25 1,62 130,429 3,69 7737 219,10 63.75 60,80
50,00 1270 0.58 0,02 79,20 2.24 0,00 0.00 54.61 L55 134.389 3.31 7607 215,41 6167 60.77
Ass mpffcns 49M 1245 0,58 M2 89,10 2.52 0100 0,00 50.65 1,43 140.329 3,97 7473 211,60 63,58 60,74
48.00 1219 0.58 0.02 89,10 2.52 0,00 0.00 50,65 1.43 140.329 3.97 7332 207.63 6150 60.72
f= �,-•3=�=, t•�=.-t £; �,, � +- .� 47,00 1194 0,58 0.02 95,70 2.71 0,00 0,00 48,01 1.36 144.289 4,09 7192 203.65 63,42 60,69
a =T€ 45,00 1143 0.58 0,02 102.30 2,90 0,00 0,00 45,37 1,28 148.249 4.20 6901 195.42 6125 60,64 w
44.00 1118 0.58 0,02 108,90 3.08 0.00 0,00 4173 1,21 152.209 431 6753 191,23 63.17 60,62 2
43,00 1092 0,70 0,02 11120 3.18 0,00 0,00 4136 1.17 154.2S9 4.37 6601 186,92 63.08 60,59 U)
English 48 5.75E 78 7.25 17,31 27.061 3.667 42.00 1067 0.58 0,02 115,50 3.27 0,00 0,00 40,09 1.14 IS&169 4.42 6447 182.55 63.00 60,57 LUz
Recharger(R)902HD Chamber Ur �
Metric 121e ,750 1981 229 ?2j 1,608 z 51 118 41,00 1041 0.58 0,02 115,50 3.27 0,00 0,00 40,09 1,14 156.169 4,42 6290 178,12 62.92 6M4 Q
English 3,5 5,7so 78 9 7.25 515013 9,980 0.501 40M 1016 0,70 0.02 11&80 3.36 0,00 0,00 38.72 1,10 158,219 4,48 6134 17330 62.83 60,52 � W � ~
RechargerC�902HD End Cap Q
Metric 1232 1753 1981 229 2.21 0,512 1.856 C,153 � _J
39.00 99I 0.58 0.02 122,10 3.46 0,00 0.00 37,45 1.06 160.129 4.53 5976 169.22 62.75 60.49 z:)English 12 n{a 16 n;'a n,`a O.g?3 n;`a O.t S:?
HVCV""FC-d-8Feed Connectors 38.00 965 0.81 0.02 125,4Q 3.55 Ot,QO 0.00 36.03 1,02 162.249 4.59 5816 164.69 6.67 60.47 U) W V
Metric 305 a06 n;'a nfa 0,085 n,'a 0.229
37,00 940 0.58 0,02 12&70 3,64 0,00 0,00 34,81 0.99 164,089 4.65 5654 160,09 62.58 60A4 W 0 O Q
3&00 914 0,70 M2 128,70 3.64 MID 0.00 34,76 0.98 164,159 4,65 5490 155A5 62,50 60,41 J Q 0 U
35,00 889 0,70 0,02 132,00 3.74 MID 0,00 33.44 Q,95 16&139 4,70 5325 150,80 6142 60,39 LU
34,00 864 0.58 0,02 132.00 3.74 0,00 0.00 33.49 0,95 166,069 4.70 5159 146,09 62,33 60.36 p �: Q
33,00 838 0.70 0.02 13530 3.83 0,00 0,00 32.12 0.91 168,119 4,76 4993 141,39 62.25 60,34 W 2 =
N umbE-cf W
REchargEr902HCchambeisbydesign = 90 pcs 32,00 813 0.70 0,02 135,30 3.83 0,00 0.00 32,12 0.91 16&119 4.76 4825 136,63 62.17 60.31 ~
90 p._-x 3.667 = 330,00 feet 100,58 m
Number Of Recharger 902HD end caps = 12 G•es 31,00 787 0.31 0.02 135.30 3.83 0,00 0,00 32,07 0.91 168,189 4,76 4657 131.87 62,08 60,29 W W 0 }
12 Gcs x 0,501 = 6.01 feet 1.83 m 30,00 762 0,70 0,02 138.60 3.92 MO 0,00 30.80 0,87 1M099 4.82 4489 127.11 62,00 60,26 2 CO Z ()
Number cf HVLVFC-=8 Feed Connectors = 6Gcs 29,00 737 0.70 0,02 138,60 3.92 0,00 0,00 30L80 0.87 170,099 4,82 4319 122.29 61,92 60,24
6 pts x C,75"u = 4.50 feet 1.37 m 28,00 711 0.70 0,02 138,60 3,92 0.00 0,00 30,80 0,87 170,099 4.82 4149 117,47 61.83 60,21
Total fo:ta ge of Reha rger 902H r cha mbers = 330.06 feet 100,59m 27,00 686 0,70 0,02 141,90 4.02 0,00 0,00 29,48 0.33 172..079 4.87 3978 112.66 6135 60,19
Tota l footage of Recharger 902H G end ca ps = 6.01 feet 26.00 660 0,70 0,02 141.90 4.02 0,00 0,00 29,48 0,83 172.079 4.87 3806 107.79 61.67 60,16
Total footage of HvLV FC-48 Feed Cormect0,^s = 4,50 feet 1,37m 25.00 635 0,81 0,02 145,20 4.11 0,00 0,00 28,11 0.30 174.129 4.93 3634 102,91 6L58 60,14
Sto.age provided within Recharg er 90211D chambers = 5712,35 CF 161.77 m` 24.00 610 030 0,02 145,20 4.11 0.00 0,00 28.16 0,80 174.059 4,93 3460 97.93 61,50 60,11
Storage prc,A�ded within Pecharge-902FiCendcaps 33,12 CF 0,94 ma 23,00 584 0.70 0,02 148.50 4.21 MID 0,00 26,84 0.76 176,039 4,98 3286 93.05 61.42 60,08
storage prgkided svthin H'yL7 FC-43 Feed Connectors = 4.11 CF 0,12 m= 22,00 559 0,70 0,02 148,50 4,21 MID 0,00 26,84 0.76 176.039 4.98 3110 88.07 61,33 60,06
T a[StoragewithinR ha 902HD dia and feed coanectom 5749.58 2.. ' 21.00 533 0,81 M2 148,50 4,21 OI,02 0.00 26.79 0.76 176,120 4,99 2934 83.08 61,25 60,03
20,00 508 0,70 0,02 14&50 4,21 0,14 0,00 26.79 0,76 176,123 4.99 2758 78.10 61,17 6M1
19M 483 0,81 M2 151,80 4,30 0,27 Ml 25.37 0,72 178,251 5,05 2582 73.11 61,08 59,98
=r ( _ s=} 18,00 457 0,81 0,02 15L80 4.30 0,33 0,01 25.34 0,72 178,286 5.05 2404 63.06 61.00 59.96
Mai"
17.00 432 0,81 0.02 15L80 4.30 036 0.01 25.33 0,72 178307 5,05 2225 63M 60,92 59.93 wwo j
Bed width 44,75 feet 13.64 m 16.00 406 0.81 0,02 151.80 4.30 0,38 0,01 25.32 0,72 178.318 5.05 2047 57.96 60,83 59.91 °woo
Fed length 58,00 feet =7-68 m 15,00 381 0.70 0.02 155.10 4.39 0.40 0,01 24.04 0.68 180.239 5,10 1869 52.91 60,75 59.88 aww
BEd Depth 6,75 feet 1,75 m 14.00 356 0,81 0,02 155.10 4.39 0,42 0.01 23.99 0.68 180,320 5.11 1688 47.81 60.67 59.86 (0 W N
Tote Area 2595,62 sq,R, 2=1.13 m` �(0
Volume Of Effective Excavation'n0t r;c;drt a it ar` r,= 1tS2.;.77 CF 4z2,67 m' 13,00 330 0.81 0.02 158.40 4.49 0,43 0101 22,66 0.64 182,305 5,16 1508 42.70 60,58 59.83 �J E�=moo
12,00 305 0,93 0,03 158,40 4.49 0,44 0,01 22.61 0.64 182,380 5,16 1326 37,54 60,50 59,80 �LO 2 O ww�'
PErimete=.^,t Fed 2L'6.Si tEE2 62,6-`m` � U� r
11,00 279 0,81 0,02 158,40 4.49 0,45 0,01 22,66 0.64 182316 5.16 1143 32.38 60,42 59,78
Total Storage within chambers,end caps and feed c-^nncttc�- n744.68 CF '62.83 m`
Total Store Required 9175A9 CF 259,8>m' 10,00 254 0.93 0,03 158,40 4.49 0,48 0,01 22.60 0.64 182.405 5.17 961 27.21 60,33 59,75 c.'�co o Cl)=1 we
340 Cyr 9,00 229 0,00 0,00 0,00 0.00 MO 0.00 86,52 2.45 86,520 2,45 779 22.05 60.25 59,73 Bottom of Chamber Elevation V s oN 0 CD 0N`;w;o
476 tens
8.00 203 0,00 MO 0.00 0.00 0,00 0,00 86,52 2.45 86,520 2.45 692 19.60 60.17 59,70
Storage promded within stone 367I},08 CF 103,94 m' 7.00 173 0,00 0,00 0,00 0.00 0,00 0,00 86,52 2.45 86,520 2,45 606 17.15 60.08 59,68 �2 2 X
z 0-0-IL a=wa
Total Storage w4thm CULTEC Sterm ater S stetlr = 9420 CF 267 nil Reg,storage attained. 6,00 152 0,00 0,00 0,00 0.00 0,00 0,00 86,52 2,45 86,520 2,45 519 14.70 60,00 59,65 ♦1 S c�
a�,�,N
wwz
5.00 127 0.00 0.00 0,00 0.00 0,00 0.00 86,52 2.45 86.520 2,45 433 12.25 59.92 59.63 V W
4.00 102 0,00 0.00 0.00 0.00 0,00 0,00 86,52 2,45 86,520 2,45 346 9.80 59,83 59.60 � v gw�Wo
3,00 76 0,00 MO 0.00 0.00 0,00 0.00 86.52 2,45 86.520 2,45 260 7,35 59,75 59,58 �3 00
MO 51 0.00 0,00 0,00 0.00 MO 0.00 86,52 2A5 86,520 2A5 173 4,90 59.67 59.55 J
1.00 25 0,00 MO MO 0.00 0,00 0.00 86,52 2,45 86.520 2,45 87 2,45 59,58 59,53 =�o�U L)
w w,ww
Recharg=_r90_HBHeavv utyCham6er 902HC 90 pcs MID 0 0,00 0,00 0.00 0.00 MID 0,00 0.00 0,00 0.000 MCI 0 0,00 59,50 59.50 Bottom of Stone Elevation U h����Qo�wz
Pecharger 902H8 End Cap 902HDEC 12 pits X-0 N w
wig
OLP=7 F=z'o�
H'v`LV FC-48 Feed Connector' FC=6 6 pcs "�m U��z a z
CULTEC No,410 Non-Woven a eotextile NsG416 967 sq.Yards 80$ m_- O 3 2
a
CULTEC Nc.48CC,'raioven Geotextile 7.5'x 1C0'(2._9 m x 3i,=-8 m) 75',`G439'3 165 feet 50 mm`
CULTEC Inspection Fort Kit INSP KIT 126 _ pas
Total stone 340 cubic yards 260 cuhicmeters V
LU 2
:h-followingin pum ar-d La_v az a,_ _L_ed Loon im:zed v ..o..am i e,u_-UILTIEC by h=r cas's An L:.I__ cdl 2 e co, a_u. the aiiumptions, °
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SYSTEM STORAGE CALCULATION SYSTEM STAGE-STORAGE TABLE =o`a
~ N
48 Constitution By Phillip Houston
Drive Date
Bedford,NH 10/15/21
63116
(663)472-4488 TFM No.
(663)472 9747 31968.00
REVIEWED Review is only for the limited
purpose of checking for conformance
with information given and the
❑REVIEWED AS NOTED design concept expressed in the
(Revise and resubmit for record) Contract Documents. Review is not
conducted for the purpose of
❑REVIEWED AS NOTED determining the accuracy and
(Resubmission not required) completeness of other details such
as dimensions and quantities,or for
❑REVISE AND RESUBMIT substantiating instructions for
installation of performance of
equipment or systems, all of which
❑NOT APPROVED remain the responsibility of the
Contractor. Review does not
❑SHOP DWG REVIEW FORM constitute approval of safety
precautions or construction means,
(See attached form) methods,techniques,sequences or
procedures. Review of a specific
item does not indicate review of an
assembly of which the item is a
component.
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-- CULTEC Recharger 902HD Stormwater System Calculations CULTEC Recharger 902HD Stormwater Incremental Storage o �
9 9 oLO
CULTEC CULTEC
Cansntting Engineer: Project Information: W
TFM Civil Engineers Heated Set Storage Hate: October 5,2021 M
603.472,4488 BeechwoodDrive Q m
North Andover,MA 0 O
U Y System 2(North)
seated Self Sto€a0e 21-4382.01.l3eech4YOQt1 five W W W
H
Calcudations Performed By: Date: H Q 2 2
Patrick Blacker 1015121 No th Anciover,MA
Q r7 U cn
Cuftec,Inc.
878 Federal Rd. Project Number:
Brookfield,CT 06604 21-4382.01 Base of stone Elevation- 59.50 ♦�
PH:203-775-4416 N00
FX:203-775-5887 CULTEC Recharger 902HD Incremental Storage Volumes Cn v U)
U Q �
H N U) Z
U
Proposed bed layout ofRows 19 No.of Units per Rove 69.00 1753 0.00 0.00 0,00 0.00 0.00 0.00 108.40 3,07 108398 3,07 11843 335.34 65.25 61.25 Top of Stone Elevation Z
68,00 1727 0.00 0.00 0,00 0,00 0.00 0.00 108.40 3,07 108.398 3,07 11734 332.27 65.17 61,23 H
W
Uven: 67,00 1702 0.00 0.00 0,00 0,00 0.00 0,00 108.40 3,07 108398 3,07 11626 329.20 65,08 61.20 W Z Li
Storage required 11580 CF m' 66,00 1676 0.00 0.00 0.00 0.00 0,00 0.00 108.40 3,07 108.398 3,07 11517 326.13 65.00 61,18 --) 0 J
No.4800 Fabric For Ir#ernal External Manifolds 70 feet 65,00 1651 0.00 0.00 0.00 0,00 0,00 0,00 108.40 3,07 108.398 3,07 11409 323.07 64.92 61,15 0 W V
Number of Inletftutlet Pipes 3 64.00 1626 0.00 0.00 0.00 0.00 0.00 0.00 108.40 107 108.398 3.07 11301 320.00 64.83 61.13 IL 0 fn
Stone Base 9 inches 229 mm Discount store base from total storage provided(If Applicable', 63.00 1600 0.00 0,00 0.00 0,00 0.00 0,00 10&40 3,07 108.398 3,07 11192 316.93 64.75 61.10
Stone Abrnre 12 inches 305 mm Discount stone above from total storage provided Applicable)(If 62.00 1575 0.00 0.00 0.00 0,00 0.00 0.00 108.40 3,07 108.398 3.07 11084 313,86 64,67 61,07
61.00 1549 0.00 0.00 0.00 0.00 0.00 0,00 108.40 3,07 108.398 3.07 10975 310.79 64.58 61.05
Chamber Spacing 9inches 229 mm 60.00 1524 0.00 0.00 0.00 0100 0..00 0.00 108.40 107 108.393 3,07 10867 307.72 64.50 61,02
No.of H4LV"FC-48 Feed Connectors 6 units Maximum Finished Grade Elevation: 59,00 1499 0.00 0,00 0.00 0.00 0,00 0.00 108,40 3,07 108398 3,07 10759 304.65 64.42 61,00
No.CLLTEC Inspection Ports 1 units Minirnum Finished Grade Elevation(tnpavedr: 58.00 1473 0,00 0.00 0.00 0,00 0.00 0.00 108,40 3.07 108398 3.07 10650 301,58 64.33 60.97
Stone Porosity 40% Minimum Finished Grade Elevation(Base of Flexible Pavement): 57.00 1448 0,23 0.01 8.36 0,24 0,00 0.00 104.96 2,97 113,554 3,22 10542 298.51 64.25 60.95 Too of Chamber Elevation
Stone Border Width 1 feet 0.305 m Minimum Finished Grade Elevation(Top of Rigid Pavement): 56,00 1422 0,35 0.01 20,90 0.59 0.00 0,00 99.90 2.83 121,148 3.43 10428 295.29 64,17 60.92
OtherParatneters: Top of Stone Elevation: 55.00 1397 0.35 0.01 29,26 0.83 0.00 0.00 96,55 2,73 126,164 3,57 10307 291.86 64,08 60,90
Length of Separator Rom� 71 feet 21.641 m Top of Chamber Elevation: 54.00 1372 0.47 0.01 50,16 1.42 0.00 0.00 88.15 2,50 138373 3.93 10181 288.29 64,00 60,87
Type of Liana None Bottom of Chamber Elevation; 60,25 53.00 1346 0.58 0.02 66,88 1,89 0.00 0,00 81,41 2,31 148.875 4,22 10042 284.36 63.92 60,85
Sand Filter Depth(II'Applicable) feet 0-000 m Bottom of Stone Elevation: 52,00 1321 0<47 0,01 83,60 2.37 0.00 0.00 74.77 2.12 158.837 4,50 9893 280.15 63.83 60,32
Sloped Sides(1:1)(if Applicable) 51,00 1295 0.58 0,02 91,96 2,60 0.00 0,00 71,38 2,02 163.923 4,64 9734 275,65 63.75 60,80
50,00 1270 0.58 0,02 100.32 2.84 0.00 0,00 68,04 1,93 168.939 4,78 9571 271.01 63.67 60,77
49.00 1245 0.58 0,02 112.86 3,20 0X0 0.00 63.02 1,78 176.463 5,00 9402 266,22 63.58 60,74
Assure bons 48.00 1219 0.58 0.02 112.86 3.20 0.00 0,00 63.02 L78 176.463 5.00 9225 261.23 63.50 60.72
� t;-° - 47.00 1194 0.58 0.0Z 121.22 :3.43 0.00 0.00 59.68 1.69 181.479 5.14 9049 256.2 63.42 60.69 H
g.� �, _ 46.00 1168 0.70 0.02 125.4{I 3,55 0.00 0.00 57.96 1.64 184,057 5.21 8867 251.09 63.33 60.67 W
45,00 1143 0.58 0.02 129,58 3.67 0,00 0,00 56,33 L60 186.495 5.28 8683 245.88 63.25 60,64 =
44.00 1118 0.58 0.02 137.94 3.91 0.00 0.00 52.99 L50 191.511 5.42 8497 240.60 63.17 60.62
43.00 1092 0.70 0.02 142,12 4,02 0.00 0.00 51,27 1,45 194,089 5.50 8305 235.17 63,08 60.59 W z
tteeharge€ 902HDChamber English 48 5.750 783 9 7.25 17.31z 27,061£ 3,667 42,00 1067 0.58 0.02 146,30 4,14 0.00 0,00 49,65 L41 196,527 5.57 8111 229.68 63,00 60.57 Q Q 0
Metric 1219 1.753 1981 229 2.21 1,608 2.514 1,118 41,00 1041 0.58 0.02 146.30 4.14 0.00 0.00 49.65 1,41 196.527 5,57 7914 224.11 62,92 60,54 W Q
English 48.5 5.750 78 9 7.25 S509 19.980 0:501 40.00 1016 0.70 0.02 150,48 4,26 0.00 0,00 47,93 1,36 199,105 5,64 7718 218.55 62,83 60.52 �_ J
Reeha€ger�4tI2HD End Cap O
Metric 1232 1,753 1981 229 2.21 0.512 1.856 0:153 39,00 991 0.58 0,02 154,66 4.38 0.00 0.00 46,30 1,31 201.543 5,71 7519 212.91 62.75 60,49 W �
HVLV-FC-48 Feed Connectors English 12 R,a 16 nta n/a 0,913 n a 0,750 38,00 965 0.81 0,02 158.84 4.50 0.00 0,00 44.54 L26 204.191 5,78 7317 207,20 62.67 60,47 W Q O Q
Metric 305 nr'a 406 n a nia 0,085 nia 0,229 37,00 940 0.58 0,02 163,02 4,62 0.00 0,00 42,96 1,22 206.559 5,85 7113 201,42 62.58 60,44 J
36,00 914 0.70 0,02 163.02 4,62 0.00 0,00 42,91 1.22 206.629 5,85 6907 195.57 62.50 60,41 O
35X0 889 0.70 0,02 167,20 4,73 0.,00 0,00 41,24 1,17 209.137 5,92 6700 189,72 62.42 60,39 U) O Q N
34.00 864 0<58 0,02 167.20 4,73 0.00 0.00 41.29 1.17 209.067 5,92 6491 183.80 62.33 60.36 LU = 2 W
= 33.00 838 0.70 0,02 171.38 4,85 0.00 0.00 39.57 L12 211.645 5,99 6282 177.88 62.25 60.34 H U H
Number of Recharger aryer 902HD chambers by design = 114 pcs 32.00 813 0.70 0,02 171.38 4,85 0.00 0.00 39.57 L 12 211.645 5,99 6070 171,89 62.17 60.31 W W O }
114 Pcs x 3,667 = 418.00 feet 127.41 m 31,0Q 787 0.81 0.02 171.38 4.85 0.00 0.00 39.52 L 12 211315 6,00 S8S8 165.39 62.08 60,29 2 m Z co
Number o Recharger 902HI3 end caps = 1 fee
12 pcs x 0.501 6:01 feet 1.83 30.00 762 0.70 0.02 175,56 4.97 0,00 0,00 37.90 L07 214,153 6,06 5647 159.90 62,00 60.26
=
Number of HVtV FC-48 Feed Connectors = 6 PCs 29<00 737 0.70 0,02 175.56 4,97 0.00 0.00 37.90 1,07 214,153 6,06 5433 153.33 61,92 60.24
6 PCs x 0.750 = 4.50 feet 1.37 m 28.00 711 0,70 0.02 175.56 4,97 0.00 0,00 37,90 1,07 214,153 6.06 5218 147.77 61,83 60.21
Teat footage of Recharger 902HD chambers - 418.00 feet 127.41 m 27,00 686 0.70 0.02 179.74 5.09 0,00 0.00 36,22 1,03 216.661 6,14 5004 141.70 61.75 60.19
Total footage of Recharge 902HD end caps = 6.01feet 26,00 660 0.70 0.02 179.74 5,09 0.00 0.00 36.22 1.03 216.661 6,14 4788 135,57 61,67 60,16
Total footage oftVL4FC-48 Feed Connectors - 4.50feet 1.37m 25,00 635 0,81 0,02 183,92 5,21 0.00 0.00 34,50 0,98 219.239 6,21 4571 129.43 61.58 60,14
Storage provided within Re-charger 902HDchambers = 7235.65CF 204.91mJ 24,00 610 0.70 0,02 183.92 5.21 0.00 0,00 34.55 0.98 219<169 6,21 4352 123,23 61.50 60,11
Storage provided within Recharger 902HD end caps 3a 12 CF 0.94 m' 23,00 584 0.70 0,02 188.10 5,33 0..00 0,00 32,88 0.93 221.677 6.28 4133 117,02 61.42 60,08
Storage providedwithin WLVFC-48 Feed Connectors = 4.11 CF 0.12 m= 22.00 559 0.70 0.02 188.10 533 0<00 0.00 32.88 0,93 221.677 6.28 3911 110.74 61.33 60,06
Total SWaae within Rechamer?0244D chambersand leed connecliors 7272X7 CF 205.9721.00 533 0.81 0,02 138.10 5.33 0.02 0.00 32.83 0.93 221.758 6.28 3689 104.47 61.25 60,03
20.00 508 0.70 0,02 188.10 533 0.14 0.00 32.82 0,93 221.761 6.28 3467 98,19 61.17 60.01
19,00 483 0.81 0,02 192.28 5.44 0.27 0.01 31,05 0,88 224.417 6.35 3246 91.91 61.08 59,98
18,00 457 0,81 0.02 192.28 5,44 0,33 0,01 31.03 0,88 224.452 6,36 3021 85.55 61,00 59.96ik
mw=z
17.00 432 0.81 0.02 192,28 5,44 0,36 0.01 31,01 0.88 224,473 6,36 2797 79.20 60.92 59.93 �o
Bed width 4.4.75 feet 13,64 m 1&00 406 0.81 0.02 192,28 5.44 0,38 0,01 31.01 0.88 224,484 6.36 2572 72.84 60,83 59.91 U a w w
Bed length 7267feet 22.15 15,00 381 0.70 0.02 196.46 5,56 0.40 0.01 29.38 0,83 226.933 6,43 2348 66.48 60,75 59,88 to LLI 04
Bed Depth 5,75 feet 1.75 m H t4
14,00 356 0.81 0,02 196.46 5.56 0.42 0.01 29.32 0.83 227.014 6,43 2121 60.06 60,67 59,86 v E b a
Total Area 3251.95 sq.ft. 302.11 m` 13.00 330 0.81 0.02 200.64 5,68 0.43 0.01 27,65 0,78 229.527 6,50 1894 53.63 60.58 59,83 0'
k o
volume of Effective Excavation(actrvia-sna a teas cc'; 18698.72 CF 529.55 m` � U Lo U z a y 81
12,00 305 0.93 0,03 200,64 5.68 0.44 0,01 27.60 0.78 229.602 6,50 1664 47.13 60.50 59,80 r-u�J
Perimeter of Bed 234.84 feet 71.58 m
11.00 279 0.81 0.02 200.64 5.68 0.45 0,01 27,64 4.78 229,538 6,50 1435 40.63 60.42 59,78
Teal moorage within cha[zbers,end taps and fermi connectors 72'287 CF 205.97 m' "�ch o ch�w o J a�
Total Stone Required 11425,84 CF 323.58 m' 10.00 254 0.93 0,03 200.64 5.68 0.48 0,01 27,58 0,78 229.627 6.50 1205 34.13 60.33 59,75 (�s o o O 0 wo
�
423C't
9.00 229 0.00 0.00 0,00 0,00 0<00 0.00 108<40 3.07 108,398 3,07 976 27.63 60,25 59.73 Bottom of Chamber Elevation
592 tons 8,00 203 0.00 0.00 0.00 0.00 0X0 0.00 108<40 3,07 108398 3,07 867 24.56 60.17 59.70 2 2 X 0
a a LL.azwa
Storer provided within stone 4570.34 CF 129.43 m7 7,00 178 0.00 0.00 0,00 0,00 0X0 0.00 108.40 3,07 108.398 3,07 759 21.49 60.08 59.68 ,+
6,00 152 0.00 0,00 0.00 0.00 0,00 0.00 108,40 3,07 108,398 3,07 650 18.42 60.00 59,65 j wowao
Total Stora _`within CULTEC Storr ter taste - eq.storage attained. S.00 127 0,00 0.00 0.00 0.00 0.00 0.00 10S.40 .3,07 108.398 3.07 542 15.35 59.92 59,63 W ""°J
g o °y�w
8, z
4.00 102 0.00 0.00 0.00 0.00 0.00 0.00 1040 3.07 108.398 3.07 434 12.28 59.83 59.60 3 0 J°
R _ 3,00 76 0.00 0.00 0.00 0,00 0.00 0.00 108.40 3.07 108398 3,07 325 9,21 59.75 59.58 J o 0 0 5-2Lw
2.00 51 0.00 0.00 0.00 0.00 0.00 0.00 108.40 3.07 108.398 3.07 217 6,14 59.67 59.55 tY H o
O L)ze
„_. ,.__.= I r 1,o0 25 0.00 0.00 0.00 0,00 0.00 0.00 108.40 3,07 108.398 3,07 108 3,07 59.58 59,53 U 00 m U c Now z
0,00 0 0.00 0.00 0,00 0,00 0<00 0,00 0,00 0,00 0,000 0,00 0 0.00 59,50 59.50 Bottom of Stone Elevation m Nw
Recharges 9o2HD Heavy Duty Chamber 902HD 114 pcs -0 a:-w
Recharge€9o2HD End Cap 902HD EC 12 PCs x a Y �_w
m al U F�c��z
HVLt FC-48 Feed Correctors FC-48 6 pcs Q p 3
CILTEC No,410 No 4d7ven Geotextile NWG410 1194 S%lards 999 m2 a oo m 3
CLLTEC No.4800 Woven Gectextile 7.5'x 100'(2.29 m x 30.48 m) 75VvG4800 195 feet 59 m
CLLTEC Inspection Port Kit INSP KIT 126 1 PCs a
Total Stone 423 cubic vards 324 cubic meters W a z,o
wroc beret.,-.„�,.emc's doe ion. =oW
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nA`r.l l C wi n g,i-.c_.,an cal cud a_ns are baSed F` -.,v de gar_zy a,,..r=C nJEd L-,_ _a-h n engine2 r s h�u U Z-ies he in p uzs_to zo nn r`accu'&,Cf=te as_„m,,:an3- Z.
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SYSTEM STORAGE CALCULATION SYSTEM STAGE-STORAGE TABLE
~ N
48 Constitution By Phillip Houston
_
Drive Date --
Bedford,NH 10/15/21
03110
(603)472-4488 TFM No.
(603)472 9747 31968.00
REVIEWED Review is only for the limited
purpose of checking for conformance
with information given and the
ElREVIEWED AS NOTED design concept expressed in the
(Revise and resubmit for record) Contract Documents. Review is not
conducted for the purpose of
❑REVIEWED AS NOTED determining the accuracy and
(Resubmission not required) completeness of other details such
as dimensions and quantities,or for
El REVISE AND RESUBMIT substantiating instructions for
installation of performance of
equipment or systems, all of which
❑NOT APPROVED remain the responsibility of the
Contractor. Review does not
❑SHOP DING REVIEW FORM constitute approval of safety
precautions or construction means,
(See attached form) methods,techniques,sequences or
procedures. Review of a specific
item does not indicate review of an
assembly of which the item is a
component.
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❑REVIEWED AS NOTED d_si design nieare pressed V
with information d the F o W a o
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Contract Documents Review is not 3
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REVISE AND RESUBMIT _ = x-0 a)-5 aw
installation of perfom anc� of 0 a W'z
_ equipment or sustems,all of,+hich m IL Y �z
❑NOT APPROVED remain the responsibility of the O w 00 3 aw w
C_nntractor Review does not 0�
❑SHOP DWG REVIEW FORM constitute. approval safety
precautions or construction means, °�
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(See attached form] methods technique sequences or LLI a w
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procedures_ Review of a specific o0
item does not indicate review or an
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CULTEC RECHARGER(8)902HD SPECIFICATIONS CULTEC HVLV FC-48 FEED CONNECTOR PRODUCT SPECIFICATIONS
GENERAL GENERAL PAVEMENT OR FIN(SHED GRADE
//I//✓/�/I//✓///l//�/
CULTEC RECHARGEe 902HD CHAMBERS ARE DESIGNED FOR UNDERGROUND CULTEC HVLV FC-48 FEED CONNECTORS ARE DESIGNED TO CREATE AN INTERNAL MANIFOLD FOR
CULTEC RECHARGER MODEL 902HD STORMWATER CHAMBERS. /////��////�//�//�//%'//�j/�//Tj/�j/j/ C
STORMWATER MANAGEMENT.THE CHAMBERS MAY BE USED FOR RETENTION, /i �y�y����v�J���J����1� CAI
RECHARGING,DETENTION OR CONTROLLING THE FLOW OF ON-SITE STORMWATER FEED CONNECTOR PARAMETERS //\/��/\\/j�/j�/\/\/Y/j\//�7//�j//�/��/\/���\� PAVEMENT SUBBASE(WHEN APPLICABLE) 6"DIA.INSPECTION PORT TRIM UI LL,
RUNOFF. 1.THE FEED CONNECTOR SHALL BE MANUFACTURED BY CULTEC,INC.OF BROOKFIELD,CT. //\/\//\//\//\//\//\//j/��/j�\�j��j��j�\�j//�\�jj/\/\T LOCATION I O
(203-775-4416 OR 1-800-428-5832) � �\/�VVti� \v\v\,fj MINIMUM 95%COMPACTED FILL
2.THE FEED CONNECTOR SHALL H VACUUM WHDPE)FORIvIED OF BLACK HIGH MOLECULAR
CHAMBER PARAMETERS WEIGHT HIGH DENSITY POLYETHYLENE(HMWHDPE). //Y \ \/L/"Y\�//////// � 48.5 L/-
..., Ill
1.THE CHAMBERS SHALL BE MANUFACTURED IN THE U.S.A.OR CANADA BY CULTEC, 3.THE FEED CONNECTOR SHALL BE ARCHED IN SHAPE. m
INC.OF BROOKFIELD,CT(CU LTEC.COM,203-775-4416). CULTEC NO.410 NONWOVEN GEOTEXTILE
2.THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM 4.THE FEED CONNECTOR SHALL BE OPEN-BOTTOMED. ��j�j���j�/��i��j��i��i��j� AROUND STONE.TOP AND SIDES MANDATORY, - m
//�//�//�\/\- : BOTTOM PER ENGINEER'S DESIGN PREFERENCE 48.0"
F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC 5. /� /�///VVT/T - 0 Q
5.THE NOMINAL DIMENSIONS OF THE CULTEC HVLV FC-48 FEED CONNECTOR SHALL BE 12 //T//T%`%`%`////
CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".THE LOAD INCHES(305 mm)TALL,16 INCHES(406-)WIDE AND 49 INCHES(1245 mm)LONG. \/i��i/i/ �i�/�/i�/i�/i��i�i�/i�// / i/T�/}.
W Z
CULTEC HVLV FC18 FEED CONNECTOR
CONFIGURATION SHALL INCLUDE: on/��/ /�/ /�/�//�/� ` Y
6.THE NOMINAL STORAGE VOLUME OF THE HVLV FCLB FEED CONNECTOR SHALL 8E 0.913 FT'I /T2//�/�////////////j////j/////Tj�, WHERE SPECIFIED 76,0" ..
A.INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER FT(0.085 m3/m)-WITHOUT STONE. �/ / 78.0" W V W
B.MAXIMUM PERMANENT(50-YEAR)COVER LOAD 7.THE HVLV FC-48 FEED CONNECTOR SHALL HAVE 4 CORRUGATIONS. - %��i/�i�i�T�T�i��T�T�i��TLi/�i/�i/�i/�i/�T/�T. �_♦ �_w
C.1-WEEK PARKED AASHTO DESIGN TRUCK LOAD S.THE HVLV FC-48 FEED CONNECTOR MUST BE FORMED AS A WHOLE UNIT HAVING TWO OPEN ^,��� ��/ 76.0" Q in V vJ
3.THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F3430-20"STANDARD END WALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS.THE UNIT
SPECIFICATION FOR CELLULAR POLYPROPYLENE(PP)CORRUGATED WALL
SHALL FIT INTO THE SIDE PORTALS OF THE CULTEC RECHARGER STORMWATER CHAMBER 1 INCH AI IN.DEPTH of 44.0"INSTALLED LENGTH
5
- ----
AND ACT AS CROSS FEED CONNECTIONS CREATING AN INTERNAL MANIFOLD. .. -2 INCH ASHED CRUSHED
C
STORMWATER COLLECTION CHAMBERS'. STONE ABOVE CHAMBERS �
4.THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS 9.THE FEED CONNECTOR SHALL BE DESIGNED TO W'S ITHSTAND AASHTO HS-25 DEFINED LOADS - -. , O
WHEN INSTALLED ACCORDING TO CULTEC RECOMMENDED INSTALLATION INSTRUCTIONS. 12.0'MIN. / •
AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN CULTEC NO.4800 WOVEN GEOTEXTILE 00
SPECIFICATIONS SECTION 12.12,WHEN INSTALLED ACCORDING TO CULTEC'S 10.THE FEED CONNECTOR SHALL BE MANUFACTURED IN AN 1909001:2008 CERTIFIED FACILITY. PLACED BENEATH INLET PIPES - - ---- 51 0" ---- - W M uj
RECOMMENDED INSTALLATION INSTRUCTIONS.THE STRUCTURAL DESIGN OF THE CULTEC RECHARGER9021AD
CHAMBERS SHALL INCLUDE THE FOLLOWING: CULTEC NO.410'NON-WOVEN GEOTEXTILE HEAVY-DUTY CHAMBER V L
CV C) Z
CULTEC HA GEE NON-WOVEN RINST INSTALLATIONS
MAY BE USED WITH CULTEC CONTACTOR® W
A.THE CREEP MODULUS SHALL BE 50-YEAR AS SPECIFIED IN ASTM F3430 AND RECHARGER@ STORMWATER INSTALLATIONS TO PROVIDE A BARRIER THAT -- - -- --
B.THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.75 PREVENTS SOIL INTRUSION INTO THE STONE. 0 U INCH MIN.WIDTH 0E RUSHED STONE BORDER
INCH WASHED SIDE PORTAL FOR OPTIONAL INTERNAL MANIFOLD
CR SURROUNDING (ACCOMMODATES CULTEC HVLV FCL8 FEED CONNECTOR J
7.5'MIN. ALL CHAMBERS OR STORM PIPE) 6.2"INSTALLED
C.THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.95 CULTEC No.4800 WOVEN GEOTEXTILE - - - /// MAXIMUM PIPE SIZE'.
GEOTEXTILE PARAMETERS PLACED BENEATH FEED CONNECTORS 9,T
S.THE CHAMBER SHALL 8E STRUCTURAL FOAM IN]ECTION MOLDED OF BLUE VIRGIN - - 10 HDPE •
1.THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC,INC.OF BROOKFIELD,CT. - 9.0 INCH Inw.DEPTH of 0 m
HIGH MOLECULAR WEIGHT IMPACT-MODIFIED POLYPROPYLENE. - - - 1-2 INCH WASHED CRUSHED - 12'PVC
203-775-4416 OR 1-800-428-5832 - - -
( ) STONE BENEATH CHAMBERS I
6.THE CHAMBER SHALL BE ARCHED IN SHAPE. Z
2.THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. l 51.0" CULTEC RECHARGER 902HD CHAMBER W
7.THE CHAMBER SHALL BE OPEN BOTTOMED. STORAGE=LENGTH
CF/FT CULTEC E-5,34 RECHARGER 902HD END CAP
3.THE GEOTEXTILE SHALL HAVE A TYPICAL WEIGHT OF 4.5 OZ/SY(142 G/M). _ INSTALLED LENGTH ADJUSTMENT=0.58' STORAGE=LENGTH
HAD
B.THE CHAMBER SHALL BE]DINED USING AN INTERLOCKING OVERLAPPING RIB _ L__
INSTALLED LENGTH ADJUSTMENT=0.29' WZ
METHOD.CONNECTIONS MUST BE FULLY SHOULDERED OVERLAPPING RIBS, 4.THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH VALUE OF 120 LBS(533 N)PER PIPE PER ENGINEER DESIGN.ASTM D4632 TESTING METHOD. PIPE TO BE INSERTED 12.0 INCHES MIN.INTO CHAMBER. 3HAVING NO SEPARATE COUPLINGS. MAXIMUM PIPE SIZE: O w9.THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGERD902HD SHALL 5.THE GEOTEXTILE SHALL HAVE AN ELONGATION @ BREAK VALUE OF 50%PER ASTM3a"HDPE L1.I U
BE 48 INCHES(1219 MM)TALL,78 INCHES(1981 MM)WIDE AND 4.25 FEET(1.30
D4632 TESTING METHOD. 36 PVC d Q (n
M)LONG.THE INSTALLED LENGTH OF A JOINED RECHARGER 902HD SHALL BE 3.67 6.THE GEOTEXTILE SHALL HAVE A MULLEN BURST VALUE OF 225 PSI(1551 KPA)PER 02HD 02HD 02HD CULTEC RECHARGER 902HD
FEET(1.12 M). ASTM D3766 TESTING METHOD. 2 H CULTEC RECHARGER 902HD HEAVY DUTY PLAN VIEW 3_0 CULTEC RECHARGER 902HD HEAVY DUTY THREE VIEW 4.o HEAVY DUTY END CAP THREE VIEW
10.MULTIPLE CHAMBERS MAY BE CONNECTED TO FORM DIFFERENT LENGTH ROWS. 7.THE GEOTEXTILE SHALL HAVE A PUNCTURE STRENGTH VALUE OF 65 LBS(289 N)PER
EACH ROW SHALL BEGIN AND END WITH A SEPARATELY FORMED CULTEC ASTM D4833 TESTING METHOD.
RECHARGER')902HD END CAP.MAXIMUM INLET OPENING ON THE END CAP IS 30 8.THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE VALUE OF 340 LBS(1513 N)PER
INCHES(750 MM)HDPE OR 36 INCHES(900 MM)PVC. ASTM D6241 TESTING METHOD. MIN.s5%COMPACTED FILL CULTEC NO.410 NONPNOVEN GEOTEXTILE AROUND
11.THE CHAMBER SHALL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC HVLVT"FC-48 9.THE GEOTEXTILE SHALL HAVE A TRAPEZOID TEAR VALUE OF 50 LBS(222 N)PER STONE.TOP AND SIDES MANDATORY,BOTTOM PER
FEED CONNECTORS TO CREATE AN INTERNAL MANIFOLD.MAXIMUM ALLOWABLE ASTM D4533 TESTING METHOD. 1-2 INCH WASHED,CRUSHED ENGINEER'S DESIGN PREFERENCE.cuLTEc HVLV PC-FEED CONNECTOR HIDDEN END
STONE SURROUNDING CHAMBERS WHERE SPECIFIED CULTEC N0.4800 N/OVEN GEOTEXTILE TO BE PLACED �END OF RUN
PIPE SIZE IN THE SIDE PORTAL IS 10 INCHES(250 MM)HDPE AND 12 INCHES(300 10.THE GEOTEXTILE SHALL HAVE A ADS VALUE OF 70 U.S.SIEVE(0.212 MM)PER ASTM BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH
CULTEC RECHARGER FINISHED GRADE ALL INLET/OUTLET PIPES(FOR SCOUR PROTECTION)
MM)PVC. D4751 TESTING METHOD. IN SEPARATOR ROW CONFIGURATIONATION
12.THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLVT"'FC-48 FEED 11.THE GEOTEXTILE SHALL HAVE A PERMITTIVITY VALUE OF 1.7 SEC-1 PER ASTM D4491 18.0^MIN.FOR UNPAVED (IF APPLICABLE) 12.0"MIN.FOR RIGID PAVEMENT
CONNECTOR SHALL BE 12 INCHES(305 MM)TALL,16 INCHES(406 MM)WIDE AND TESTING METHOD. (REDUCE TO 12.ATION
0"FOR 11,M M IN,FOR FLEXIBLE PAVEMENT
49 INCHES NOMINAL
S LONG. 12.THE GEOTEXTILE SHALL HAVE A WATER FLOW RATE VALUE OF 135 GAUMIN/SF NON-TRAFFICAPPLIC
13.THE NOMINAL STORAGE VOLUME OF THE RECHARGER 902HD CHAMBER SHALL BE (5500 L/MIN/SM)PER ASTM D4491 TESTING METHOD. y y
8.3'MAXF yy W
17.31 FT3/FT(1.61 M3/M)-WITHOUT STONE.THE NOMINAL STORAGE VOLUME 13.THE GEOTEXTILE SHALL HAVE A UV STABILITY @ 500 HOURS VALUE OF 70%PER COVER DEPTH
OF A JOINED RECHARGER 902HD SHALL BE 63.47 FT3/UNIT(1.80 M3/UNIT)- ASTM D4355 TESTING METHOD. 120 IN. .,
WITHOUT STONE. MODEL 902HD
a
14.THE NOMINAL STORAGE VOLUME OF THE HVLVFC-46 FEED CONNECTOR SHALL
CULTEC NO.480OTM WOVEN GEOTEXTILE
BE 0.913 FT3/FT(0.085 M3/M)-WITHOUT STONE. CULTEC NO.4800 WOVEN GEOTEXTILE IS DESIGNED AS A UNDERLAYMENT TO PREVENT
15.THE RECHARGER 902HD CHAMBER SHALL HAVE 5 CORRUGATIONS. SCOURING CAUSED BY WATER MOVEMENT WITHIN THE CULTEC CHAMBERS AND FEED
CONNECTORS UTILIZING THE CULTEC MANIFOLD FEATURE.IT MAY ALSO BE USED AS A -�,
16.THE CHAMBER SHALL BE CAPABLE OF ACCEPTING A 6 INCH(150 MM)INSPECTION COMPONENT OF THE CULTEC SEPARATOR ROW TO ACT AS A BARRIER TO PREVENT (,� 7 \ �".�;OY�, CF
PORT OPENING AT THE TOP CENTER OF EACH CHAMBER,CENTERED ON THE SOIL/CONTAMINANT INTRUSION INTO THE STONE WHILE ALLOWING FOR MAINTENANCE. `/ �-/\ice \� '` �,,T -
CORRUGATION CREST. .. ; "., y MODEL 902HD LIE]
GEOTEXTILE PARAMETERS "IF-�` ���` UI LLf
17.THE CHAMBER SHALL BE MANUFACTURED IN A FACILITY EMPLOYING CULTEC'S HIDDEN END
90 MIN.
1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC,INC.OF BROOKFIELD,CT. � Q =
QUALITY CONTROL AND ASSURANCE PROCEDURES.
(203-775-4416 OR 1-800-428-5832)
18.MAXIMUM ALLOWABLE COVER OVER THE TOP OF THE CHAMBER SHALL BE 8.3 `' BEGINNING OF RUN
2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. � 87.0"19IN. }
FEET(2.53 M). f "
3. THE E SHALL HAVE A TENSILE STRENGTH OF 550 X 550 LBS(2,448 X Q
N)P
2,448 N)PERR AS 12.0"MIN. CENTER TO CENTER 78.0
ASTM D4632 TESTING METHOD. THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE LFT, (n Q >
REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAVE BEEN MET MODEL 902HD LL•END CAP PARAMETERS 4. THE GEOTEXTILE SHALL HAVE A ELONGATION @BREAK RESISTANCE OF 20 X 20% J 0 O w
1.THE CULTEC RECHARGERg 902HD END CAP(REFERRED TO AS'END CAP')SHALL PER ASTM D4632 TESTING METHOD. O Q >
BE MANUFACTURED IN THE U.S.A.BY CULTEC,INC.OF BROOKFIELD,CT
5. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE OF 5,070 X NOTES LL.]
:5,070 LBS/FT 1.THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORM WATER
(CULTEC.COM,203-775-4416). COLLECTION CHAMBERS."THE LOAD CONFIGURATION SHALL INCLUDE: TRIM CUT-OUT TO UTILIZE
Cn O O
(74 X 74 KN/M)PER ASTM D4595 TESTING METHOD.
Q
i.a.
Z.THE END CAP SHALL BE TWIN-SHEET THERMOFORMED OF VIRGIN HIGH 6. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 2%STRAIN ( )INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER INTERNAL MANIFOLD FEATURE MODEL 902HD END CAP U
�
1
MOLECULAR WEIGHT POLYETHYLENE. OF 960 X 1,096 LBS/FT .b. MAXIMUM PERMANENT 50-YEAR COVER LOAD
.c. 1-WEEK PARKED AASHTO DESIGN TRUCK LOAD
2.THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F3430-20"STANDARD SPECIFICATION FOR CELLULAR POLYPROPYLENE PP CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"
Q LIE]
3.THE END CAP SHALL BE JOINED AT THE BEGINNING AND END OF EACH ROW OF (14 X 16 KN/M)PER ASTM D4595 TESTING METHOD. Q LEE) MODEL 902HD
7. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 5 W
%STRAIN 3.THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12,HEN INSTALLED LU LU Q
CHAMBERS USING AN INTERLOCKING OVERLAPPING RIB METHOD.CONNECTIONS ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS.THE STRUCTURAL DESIGN OF THE CHAMBERS SHALL INCLUDE THE FOLLOWING: 1: co Z W
MUST BE FULLY SHOULDERED OVERLAPPING RIBS,HAVING NO SEPARATE OF 2,740 X 2,740 LBS/FT(40 X 40 KN/M)PER ASTM D4595 TESTING METHOD. 3.a. THE CREEP MODULUS SHALL BE 50-YEARAS SPECIFIED IN ASTM F3430 CULTEC HVLV FC-48
COUPLINGS. 8. THE GEOTEXTILE SHALL HAVE A WIDE WIDTH TENSILE RESISTANCE @ 10% 3.b. THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.75 FEED CONNECTOR
4.THE NOMINAL DIMENSIONS OF THE END CAP SHALL BE 48.5 INCHES(1231 MM)
STRAIN OF 4,800 X 4,800 LBS/FT(70 X 70 KN/M)PER ASTM D4595 TESTING 3.c. THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.95 --
METHOD.
TALL,78 INCHES(1982 MM)WIDE AND 9.7 INCHES(246 MM)LONG.WHEN JOINED MODEL 902HD END CAP
WITH A RECHARGER 902HD CHAMBER,THE INSTALLED LENGTH OF THE END CAP 9. THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE RESISTANCE OF 1,700 LBS(7,560
SHALL BE 6.2 INCHES(157 MM). N)PER ASTM D6241 TESTING METHOD.
5.THE NOMINAL STORAGE VOLUME OF THE END CAP SHALL BE 5.34 FT3/FT(0.50 M3
10.THE GEOTEXTILE SHALL HAVE A TRAPEZOIDAL TEAR RESISTANCE OF 180 X 180 LBS
(801 X 801 N)PER ASTM D4533 TESTING METHOD. 02HD 02HD
/M)-WITHOUT STONE.THE NOMINAL STORAGE VOLUME OF AN INTERLOCKED 11.THE GEOTEXTILE SHALL HAVE AN APPARENT OPENING 517E OF 40 U5 STD.SIEVE
5.0 CULTEC RECHARGER 902HD HEAVY DUTY CROSS SECTION 6,0 CULTEC RECHARGER 902HD HEAVY DUTY TYPICAL INTERLOCK
END CAP SHALL BE 2.76 FT3/UNIT(0.08 M3/UNIT)-WITHOUT STONE. (0.425 MM)PER ASTM D4751 TESTING METHOD.
INLET/OUTLET PIPE PER ENGINEER DESIGN.
6.MAXIMUM INLET OPENING ON THE END CAP IS 30 INCHES 750 MM HDPE OR 36 12.THE GEOTEXTILE SHALL HAVE A PERMITTIVITY RATING OF 0.15 SEC-1 PER ASTM PIPE TO BE INSERTED 12.0"MIN.INTO CHAMBER
( ) D4491 TESTING METHOD. MAxIMUM PIPE SIZE:
INCHES(900 MM)PVC. 30
HDPE
13.THE GEOTEXTILE SHALL HAVE A WATER FLOW RATING OF 11.5 GPM/FT2(470 35^Pvc TYPICAL CULTEC SEPARATOR ROW TO BE COVERED
7.THE END CAP SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS LPM/M2)PER ASTM D4491 TESTING METHOD. WITH CULTEC NO.410 NON-WOVEN GEOTEXTILE
DEFINED IN THE AASHTO_RFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12. MIN.95i COMPACTED FILL
14.THE 5 TESTING
SHALL HAVE A UV RESISTANCE OF 80%@ 500 HRS.PER ASTM PAVEMENT CULTEC NO.410 SIDES MAN ATORY,BOTTOM
AROUND
D4355 TESTING METHOD. OR GRANULAR SUB BASE OR FINISHED GRADE ST ONE,TIP AND SIDES MANDATORY.80TTOfvI PER mgzz
49 0" TRAFFIC RATED ENGINEER'S DESIGN PREFERENCE.
INLET STRUCTURE CULTEC INGPON PORT z w w O
DZH D (SEED ETAIL nnnT CULTEC NO 410 NON WOVEN GEOTEXTILE AROUND W a o N
1 G GENERAL NOTES STONE TOP MANDATORY ~D
U ww
'_W cV
24.0"MIN. r..` •�`
PAVEMENT OR FINISHED GRADE \ y�J/�/�� f <��i� ��H J E o
FIELD PLACED CLASS"C"CONCRETE COLLAR 15.0" \� y 1 O Oz z
Uiw
(OPTION 2)FLUSH WITH PAVEMENT FIELD PLACED CLA55"C"CONCRETE � % y ��U�U��h
COLLAR(OPTION 1)1.50"BELOW PAVEMENT
PAVEMENT OR FINISHED GRADE /\ /�/� %�'` � -��' "'�� �' •''` -
\i i ✓✓ x \ / ✓ �o 0o ch c�i wo
GRANULR FILL COMPACTED ✓ ✓✓ ✓ti i U i \// ��
PIPE A B
\\i \/i r\✓ i \\y✓ ✓ \i z
8.0 MIN %\ `�
6"H50 mm] N/A N/A / ri���y'T\�'✓/�'/. ✓'�u/.�\�✓ %\�� �U✓. \/ a D_LL
U o y x a o
\i ✓ ti k✓✓/ G / i\✓i //\ /✓ V S �owaa
AASHTO HS-25 RATED CAST IRON �' //T `'✓ �T
8"[200 mm] N/A N/A FRAME AND SOLID COVER i`� �� �✓ // / ✓y\�✓T ✓ u/�/�� �' H.
16.0 CULTEC HVLV FC-18 /\� � �y.>`.✓ ��'�/�✓�' ��..�. \1TF\y/�\'/\�,�/\\�,✓y�,✓ LU t
6"PERFORATED PVC SCREW IN CAP �/// "��' ���`� '\ \� p w z z
10"[250 mm] N/A N/A A W/%"HOLES i\\/ \//\//i T w
36.0"MIN S p�ilzUtt
12'300 mm 29.50"749 mm 2.25"57 mm 12"X 6"CULTEC INLINE DRAIN/CLEANFOUT %`/ SUMP // 1 LAVER OF CULTEC NO.4600 WOVEN GEOTEXTILE O w a a N w
[ ] [ ] [ ] 6.0"MIN. \� TO BE PLACED BENEATH ENTIRE SEPARATOR ROW N C� V w~
BASIN w/GASKETED SDR-35 CONNECTION j j // ♦� p0 C..) iD�O a w w
`/ U u1
\\� THE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THAT THE REQUIRED N `�
15"[375 mm] 26.50"[673 mm] 225"[57 mm] �6"SDR-35 RISER(LENGTH VARIES) T �X N�
BEARING CAPACfry OF SUB-GRADE SOILS HAS BEEN MET �
w w
w/a/"HOLES WITHIN EMBEDMENT STONE LAYER I O O-5w F w F z a o
6 25"HOLE TO BE CUT w/HOLE SAW -O anN O z
mm] mm] m LL 18"[450 23.50"[597 2.50"[64 m] � O o i w
CENTERED ON CORRUGATION CREST 3 a
6'SDR35 BELL END NOTES: Q O 3:a z"^ O�w
24"[600 mm] 16.50"[420 mm] 3.00"[76 mm] CUT FOR 6"OF INSERTED PIPE 1.THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC o_w m`3 y a"O
CORRUGATED WALL STORMWATER COLLECTION CHAMBERS."THE LOAD CONFIGURATION SHALL INCLUDE'.
B 12.0 i.a. INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER FIGURE 1 i
1.b. MAXIMUM PERMANENT(5-YEAR)COVER LOAD MAX.PIPE: w o 1,w
'THE TYPICAL INVERT TABLE ABOVE IS BASED ON THE INSIDE DIAMETER OF STANDARD CORRUGATED PLASTIC PIPE.THE 1.c. 1-WEEK PARKED AASHTO DESIGN TRUCKLOAD 10"HDPEu
a
w u
" - 2.THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F3430-20"STANDARD SPECIFICATION FOR CELLULAR POLYPROPYLENE PP CORRUGATED WALL " w
HEAVY DUTY END CAP HAS PREiMARKED TRIM LINES FOR PIPE DIAMETERS 12(300mm).15(375mm),18(450mm)AND 24 () 12 PVCLI.I
GROW).PIPES OF ANY SIZE AND MATERIAL UP TO 24"MAY PLACED AT CUSTOM LOCATIONS AND CUSTOM INVERTS.THE THE INS ATER COLLECTION CHAMBERS" I `N z
CROWN OF THE PIPE MUST REMAIN A MINIMUM OF 4"(100mm)FROM THE EDGE OF THE HEAVY DUTY END CAP. 3.THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN r w Q w
SPECIFICATIONS SECTION 12.12,WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS.THE STRUCTURAL DESIGN OF THE J O a
CHAMBERS SHALL INCLUDE THE FOLLOWING: =a o
3.a. THE CREEP MODULUS SHALL BE 50-V EAR AS SPECIFIED IN ASTM F3430 �ao o w p
3.6. THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.75
ZOOM OF SIDE PORTAL SHOWING MAX.PIPE O.D. i Z
3.c. THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.95 °�
Fo
;ZOD CULTEC RECHARGER 902HD TYPICAL PIPE INVERTS 82oD FEED CONNECTO THREE VIEW 9zoD OPTIONAL CULTEC INSPECTION PORT-ZOOM DETAIL °oo CULTEC SEPARATOR ROW-CULTEC INSPECTION PORT DETAIL(IF APPLICABLE)
48 Constitution By Phillip Houston
Drive Date
Bedford,NH 10/15/21
03110
(603)472-4488 TFM No.
(603)472 9747 31968.00
FXI REVIEWED Review is only for the limited
purpose of checking for conformance
with information given and the
ElREVIEWED AS NOTED design concept expressed in the
(Revise and resubmit for record) Contract Documents. Review is not
conducted for the purpose of
❑REVIEWED AS NOTED determining the accuracy and
(Resubmission not required) completeness of other details such
as dimensions and quantities,or for
❑REVISE AND RESUBMIT substantiating instructions for
installation of performance of
equipment or systems,all of which
❑NOT APPROVED remain the responsibility of the
Contractor. Review does not
❑SHOP DING REVIEW FORM constitute approval of safety
precautions or construction means,
(See attached form) methods,techniques,sequences or
procedures. Review of a specific
item does not indicate review of an
assembly of which the item is a
component.