|
m Q
<br /> ES F AN D RETAI L EVE RETT �
<br /> �
<br /> z �
<br /> o �
<br /> � _
<br /> � �
<br /> � � .
<br /> � �
<br /> W =
<br /> o � .
<br /> �
<br /> N
<br /> H
<br /> W
<br /> Q
<br /> W ^
<br /> �
<br /> \
<br /> �,Z��x4�� ` CHAMBERMAXX DESIGN DETAILS Q �'
<br /> SCOUR PftOTECTIQN � o
<br /> souo covER NErrwG-so°t22s6 mm} r A �E Z *SITE SPECIFIC DATA REQUIREMENTS ,
<br /> FLUSH MOUNT START MIDDLE END • �U �
<br /> (CAST-IN) WIDE TYP CHAMBER CHAMBER CHAMBER �r a: START MIDDLE END FOR DETAILED DESIGN ASSISTANCE REFERENCE � a a a a a a Q
<br /> 6"--� 4'-0" 6" � ��, F E A T U R E CHAMBER CHAMBER A BER CHAMBERMAXX DYODS(DESIGN YOUR OWN DETENTION �
<br /> CH M SYSTEM)SOFTWARE AND CHAMBERMAXX STAGE
<br /> STORAGE CALGUI.ATOR @ l� �
<br /> � (CA T N�TOE � OVERALL GHAMBER HEIGHT-W(mm) 30.3(770) 3Q.3(770) 3�.3(770) �/1/1/V�IV,CONT�CHSTORMWATER.COM �
<br /> SEPARATE COLLAR) OVERALL CHAMBER WIDTH-IN(mm) 51.4(1306) 51.4(1306} 51.4(1306) TOTAL REQUIRED STORAGE VOLUME(CF OR m'� 7667 � R ���iL� �
<br /> - - - MANIFQLD TYP !�L .••.
<br /> (CMP OR ACTUAL LENGTH-IN(mm} 98.4(2500) 91A(2311) 92.0(2337) DEPTH TO INVERT BELOW ASPHALT(FT OR m) 8'�. G �,�oa �'.��� �
<br /> I HDPE PIPE} �� � :_ °�,�v> �)
<br /> A I /� INSTALIED LAY LENGTHS-IN(mm) 96.2(2443) 85.4(2169) 88.5(2248) LIMITING WIDTH(FT OR m) 56' �� �W: Q �
<br /> 1� N• z
<br /> �* � � CHAMBER STORAGE VOLUME-CF(m'} 52.5(1.49) 49.3(1.39) 48.2(1.36) LIMITING LENGTH(FT OR m) 65' � �� ; �`�� �
<br /> i '•;rb : �J
<br /> . I � � � ( ----- "� CHAMBER STORAGE PER LINEAR FOOT-CF/LF(m'!m) 6.5(0.604) 6.9(0.641) 6.5(0.604) POROUS STONE ABOVE CHAMBER(IN OR mm) ��" �s � .'• �,�
<br /> - - - � �� + 'MIN.WSTALLED CHAMBER VOLUME-CF(m') 78.7(2.23) 76.7(2.17) 76.1(2.15) POROUS STONE BELOW CHAMBER(IN OR mm) 6° /�H�
<br /> 12"X 4"ORIFICE �� 'MIN.INSTALLED CHAMBER VOIUME PER LINEAR FOOT-GFlLF(m'(m) 9.8(0.910) 10.8(1.003) 10.3(0.957) STONE POROSITY(0 TO 40°/a) c�.�°J, ,
<br /> `O I�,�', CHAMBER WEIGHT-LB(kg) 85(38.55) 77(34.92) 76(34.47) MANIFOLD SYSTEM DIAMETER(IN OR mm) �2"
<br /> 6'-0" � " �6"(152 mm)OF STONE ABOVE ANO BELOW CHAMBER,5"(127 mm}CHAMBER SPACING AND 40%POROSITY *PER ENGINEER OF RECORD �
<br /> � > �
<br /> INSPECTION PORT W �
<br /> � L�A (SUPPLIED BY OTHERS} � �
<br /> _� � �
<br /> PRE-TREATMENT SYSTEM. GENERAL NOTES z �
<br /> AVAILABLE OPTIONS ARE: `�
<br /> CDS,VORTECHS OR 1. AlL ELEVATIONS,DIMEN510NS ANQ LOCATIONS OF RISERS AND INLETS SHALL BE VERIFIED BY THE ENGINEER OF W
<br /> ENGINEERED MEDIA WLET(BY VORTSENTRY HS RECORD. CI� Q
<br /> PROVIDED BY CONTECH ELEVATED GRATE AND FRAME CONTRACTOR) PLAN VIEW 2. PRIOR TO WSTALIATION OF 7HE CHAMBERMAXX SYSTEM A PRE-CONSTRUCTION MEETING SHALL BE CONDUCTED. W
<br /> (GAST INTO CAST-IN PLACE COLLAR THOSE REQUIRED TO A"fTEND ARE THE SUPPLIER OF THE SYSTEM;THE GENERAL CONTRACTOR,SU8-CONTRACTORS Q
<br /> � BY OTHERS) AND THE ENGINEER. �
<br /> I 3. CHAMBERMAXX CHAMBERS ARE MANUFACTURED FROM POLYPROPYLENE PLASTIC. �
<br /> 1 4. CHAMBERMAXX SYSTEM TO MEET AASHTO HS20/HS25 LIVE LOADING,PER AASHTO LRFD SECTION 12. I'- �
<br /> ;� /i /i,,fi � 5. ACCESS COVERS TO MEET AASHTO HS20/HS25 LIVE LOADING. �-
<br /> o O 6. MINIMUM CQVER IS 18-INCHES(457 mm)AND MAXIMUM GOVER IS 96-INCHES(2A38 mm)TO BOTTOM OF FLEXIBLE �J,J
<br /> a _ __ _ _ ____ _ PAVEMENT QR TO TOP OF RIGID PAVEMENT. FOR COVER HEIGHTS GREATER THAN 96-INCHES(2438 mm)CONTACT �
<br /> yyE� N 962" ! 85.4" &8.5" 0.4"(10 mm)W YOUR LOCAL REPRESENTATIVE. � ,
<br /> �'? R � 2443 mm 2169 mm 2248 mm X 1.5"(38 mm)H w
<br /> � _ _ _ � ) � ) � ) . 7. ALL PARTS PROVIDED BY CONTECH UNLESS OTHERWISE NOTED.
<br /> = I i M �F � ( ) ( ) ( , SLOTTED 8. FOR INFORMATION ON PRE-TREATMENT SYSTEMS,REFERENCE CONTECH PRE-TREATMENT SYSTEM STANDARD � Z `
<br /> io I - �� � �STARTTH LAY MIDGTH LAYENDGTH SIDEWALL DETAILS OR CONTACT YQUR LQCAL REPRESENTATIVE. W �
<br /> i i i �
<br /> � � i OPENINGS 9. CHAMBERMAXX BY CONTECH CONSTRUCTION PRODUCTS(BOQ)925-5240 �
<br /> M= o ELEVATION VIEW �
<br /> � � �
<br /> FLOWKIT ¢ TYPICAL LAYOUT INSTAILATION NOTES �
<br /> � w Q
<br /> 1'-6" BY CONTECH o 1. CHAMBERMAXX INSTALIATION GUIDE TO BE REVIEWED BY CONTRACTOR PRIOR TO INSTALLATION. �-
<br /> � 2. PRIOR TO PLAClNG BEDDING,THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE U
<br /> ' o KEY Q EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, A TEN5AR BX GEOGRID
<br /> SECTION A'A Z 1. FLEXIBI.E PAVEMENT. SHALL BE UTILIZED OR UNSUITABLE MATERIAL BHALL BE REMOVED AND BROUGHT BACK TO GRADE WITH FILL
<br /> Q
<br /> � 2. GRANULAR ROAD BASE. 4"(102 mm} � MATERIAL AS APPROVED 8Y THE ENGINEER QF RECORD. ONCE THE FOUNDATION PREPARATION IS COMPLETE,THE
<br /> � 3. ANY SUITABLE NATIVE OR GENERAL BACKFILL,SEE ENGINEER PLANS. SCHEDULE 40 PVC RISER �' BEDDING MATERIAL CAN BE PLACED. ,
<br /> � 4. WELL GRADED GRANULAR FILL. AASHTO M145 A1,A2,OR A3. WITH RING AND COVER 'E 3. THE SCOUR PROTECTION NETTING TO EXTEND 1'-0"(305 mm)BEYOND OUTSIDE EDGE OF INLET CHAMBERS.
<br /> � COMPACT TO MIN.90%STANDARD DENSITY PER AASHTO T99.MAY INCtUDE ROAD BASE. (SUPPLIED BY OTHERS) CONCRETE COLLAR '� 4. COVER ANY OPEN VOID SPACES GREATER THAN 3/°(19 mm)ON CHAMBERS WITH A NON-WOVEN GEOTEXTILE TO CO
<br /> �a � 5. FREE DRAINING ANGULAR WASHED STONE 3/4"(19 mm)-2"(51 mm)PARTICLE SIZE. (BY OTHERS) M PREVENT WFILTRATIQN OF BACKFILL MATERIAL. �
<br /> �; o INSTALL TO MIN.95%STANDARD DENSITY PEft AASHTO T99. �, 5. STONE EMBEDMENT MATERIAL SHALL BE INSTALLED TO 95°!o STANDARD PRQCTOR DENSITY AND PL.ACEQ IN 6-WCH V p�p
<br /> ' z PAVEMENT �'' (152 mm}TO 8-INCH(203 mm)LIFTS SUCH THAT THERE IS NO MORE THAN A TWO LIFT DIFFERENTIAL BETWEEN ANY OF I� � �
<br /> � � ( THE CHAMBERS AT ANY TIME. GRANULAR BACKFILL MATERIAL SHALL BE COMPACTED TO 90%SPD. BACKFIILING F•�•1 Q
<br /> °' Q , � SHALL BE ADVANCED ALONG THE LENGTH OF THE CHAMBER ROWS AT THE SAME RATE TO AVOID DIFFERENTIAL
<br /> � U 1 i� : .:.r.-' n �� a '._.5'x . .a `^•w.r ; � :� r' .ti � � � T�
<br /> o z 2 ` -' ' LOADING AND DISPLACEMENT OF THE CHAMBERS. THE MINIMUM CHAMBER SPACING MUST BE MAINTAINED. •� �O
<br /> W z 3 6. REFER TO CHAMBERMAXX INSTALLATION GUIDE FOR TEMPQRARY CONSTRUCTION LOADING GUIDELINES. � � �
<br /> a
<br /> � � � `� �T'� ?� �"Y" �y `� � �` 7. IT IS ALWAYS THE CONTRACTOR'S RESPONSIBILITY TO FO�LOW QSHA GUIDELWES EQR SAFE PRACTICES. � � V �
<br /> � . � X F . Y.. .,i`YS '!C 1
<br /> � 4 ��r �' y �"� �'�s�? ' ` ' � � Y. ��} � �"� ?:�`W 8. GENERAL WSTALLATION METHODS AND MATERIALS TO BE IN ACCORDANCE WITH ASTM D2321. a J �t
<br /> .. 4e_F..,., v .r ..::i.t' .....�.,! . ..�..x... d b-•." .. ..:.'.� _ a .. .s:'�... :1+:} ^
<br /> � OVERAL� OVERALL W CONTECH C-40 r � - � �' � V � .- c.�o
<br /> z DESfGNATION W L WIDTH LENGTH °� NON-WOVEN r { � V � o o Z .Z. o M
<br /> . � 4 x 4 4�-0�� 4'-0" 5'-0" 7�-0" � GEOTEXTiLE 5 � , � M� g O � � j�
<br /> w � SUITABILITY OF SUBGRADE F C � 'i `= t1
<br /> LL o � W TO BE VERIFIED BY ` ' E ,� � �j � � � �
<br /> Q � ENGINEER QF RECORD y !�n � CV
<br /> W � �C�C��� � � M CH�MBERMaxx ,� � w o 0
<br /> y W '�;'Z � '_ '�. PATENTPEN�MG ,� z � C '
<br /> o`a � OPTIONAL NON-WOVEN ' � � O
<br /> o <„ � __ 51.4" _ _56.4" � � � '� O) �
<br /> � LL GEOTEXTILE TO PREVENT I/ W � � �
<br /> z C�\i�¢NTECH� R � SOIL MIGRATION 5" (127 mm) �1306 mm) (1433 mm) --�- M,N.�TYP> ,� Cjii NTECH� CHAMBERMAXX STORMWATER RETENTION - ° �" Y
<br /> W ���'� (TYP) ,, (TYP) N .
<br /> 12"(305 mm)
<br /> m PRECAST FILTERRAO UNIT �o SCOURPROTECTION NETTING MIN.SPACWG "' ENGINEERED SOWTIONS LLC '� ,� �•� '
<br /> � o ENGINEERED SOLUTIONS LLC .- �' STANDARD DETAIL U �. M .�
<br /> 3 a INTERNAL BYPRSS - GRATE INLET � cTYPOFA��iN�erPiPEs> cTYP�'' SECTION A-A - �.co�te�nes.�om oo .. � .
<br /> www.ContechES.cont o '� 9025 Centre Pointe Dr.,Suite 400, West Chester,OH 45069 N
<br /> -� � � (HS20/HS25 LIVE LOAD)PER AASHTO 12 PRE-TREATMENT STRUCTURE OPTION � ..
<br /> Jj 605 Global Way, Suite 113, Linthicum, MD 21090 oa 800-338-1122 513-645-7000 513-645-7993 FAX � �� ,
<br /> � 866-740-3318 OFFICE 866376-8511 FAX DATE:3-24-14 SCAIE:NONE PRODUCT No.:FTIB-G DRAWN BY:CJA � a � -
<br /> Q
<br /> H
<br /> W PROJ.NO. DSN.BY:
<br /> �
<br /> �
<br /> 16153 CMC
<br /> �
<br /> � . . . . � � DWN.BY: CHK.BY: .
<br /> v' DAW CMC
<br /> �
<br /> i
<br /> U �
<br /> � � -
<br /> r-
<br /> I ' ' '
<br /> c� W
<br /> r� � .
<br /> �
<br /> �
<br /> co _ .
<br /> �
<br /> � � � �������� �
<br /> , L � W
<br /> o : / �
<br /> � ,� ��r�rY� ;:1�G�n.1N�rt_101�3'�" z � N
<br /> / P Fi SERYYCES DA E � - Z rn
<br /> .,�� �
<br /> � T/��n`' �p( Q W � ,
<br /> � _��J � �
<br /> .� E �.,.��. ER�SY9N ,/�U431X���7R�� p �
<br /> � I,�'1���7'M��7' � � � �
<br /> w
<br /> / �Ar�R W W � .
<br /> w
<br /> � w
<br /> �T���� A PU�IiC �'lQf2H9i PEr�MST d.�', A/ � W
<br /> ��-� REQUIRED pRTOit 7+'J .;7';�ft'YYtd� � �� � �
<br /> � � fE6PdE�? ANY �O�IS7RU�'!`!ON ON '{'t3$� 1.■1� �p
<br /> F�tQJ£C.`P E5 C9AIDITI+JMAL PER Q
<br /> ,� � n PROJEL'(. APPftOVAL �flR YNt5 ,
<br /> � � i
<br /> -� +, Tl�f-�IC CUitR£7dT C%7Y STaH0ARD5 AYiD
<br /> @XPIftES J���.�u�it=� �
<br /> ,,,,_..� �+ ..,..� PEP.talf POR COMSTRUCT%Oi4 HAS �^:
<br /> L L� ...
<br /> N N
<br /> (� >
<br /> � � E GI EER E 4, �
<br /> I � �
<br /> � � (n II
<br /> � � W
<br /> �o �
<br /> � �
<br /> �i M °"TE: OCTOBER 2017
<br /> � � CJALL 4�� HrO�UR�Sj
<br /> � S°A`E: AS SHOWN ��'
<br /> N i �E��'�O�R�E� Y O�.rU�J' �IrG� �
<br /> � `° C-15
<br /> �- � � DRAWING NO. �
<br /> � i 8j11
<br /> o � 15 �F 15
<br />
|