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<br /> SC-740 SYSTEM NOTES �-52' [/' v � r.
<br /> 11.00' 25.25' / PAVEMENT PER PLAN Z
<br /> i6U,1i.161�J�..d1,it16�,.U,�6U,�V.dL3!,i�U.il.dLi4i�.8nit.i68.Vt.11.i!1Gfr.d�.ikd�.ILdI.iG .
<br /> . . . e�- a ��;�- r'•f`7n � 777"T777"7'1777777TJ7T77777777777777 c -
<br /> O`C BE INSTALLED UNT1L THE - �l �f����`����������r ����� '�
<br /> 1. STORMTECH SC-740 CHAMBERS SHALL N _ •� ` • '� ` �
<br /> �"� .. . . � � ��� � ' � . � w �-�-
<br /> , CLEAN, CRUSHED, ANGULAR AASHTO#5 ;��j�-.`�����:�.."����s�'`�/' ' \\��/40 MIL NDPE IMPERMEABLE ^/�� ,/�`j��° �j'```�j j��j����j/�'�j j��; � V o
<br /> MANUFACTURERS REPRESENTATIVE HAS COMPLETED A
<br /> PRE-CONSTRUCTION MEETING WiTH THE INSTALLERS. STONE EXT�NDED TO EXCAVATION WALL �\�/\��\��\�/. !\�,\MEMBRANE , , _ , , C /��/ /��/\��\ i:\ �\ �\ �� �Z
<br /> 2, STORMTECH SC-740 CHAMBERS SHALL BE 1NSTAl.LED IN ACCORqANCE WiTH N NON-WOVEN GEOTEXTILE OVER IMPERMEABLE - U `
<br /> o GEOTEXTILE AT SIDES AND BASE � , ' Og ' � � � _ �
<br /> MANUFACTURERINSTRUCTIONS � . � , ;
<br /> EXCAVATION WALL, CAN �- / `
<br /> OT TO �E BACKFILLED WITH A DOZER OR AN EXCAVATOR � � �/\ � • • � � o � i(
<br /> 3. CHAMBERS ARE N BE SLOPED OR VERTICAL r�
<br /> H MBERS, %, ��, � . INVERT �
<br /> SITUATED OVER THE C A ._ . �
<br /> CHAMBERS MAY BE BACKFILLED BY ONE OF THE FOLOWING METNODS: ` \
<br /> SC-740 END CAP'' � i `
<br /> . ESHOOTER LOCATED OFF 7HE CHAMBER BED. � � /\/ \� \\ \ \ /\� \//���\ /� /� /��` ���: Z Z O
<br /> STON /\�.���� �� `��/����i�\//��//\�/\��/���/���\ .� �., ..�. ��\,\ ,ti � - N , �
<br /> ROWS ARE BUILT USING AN EXCAVATOR ON THE �� � �� /� � �\� \\�\�\„ Q, � -
<br /> • BACKFILL AS 12 MIN � 6 MfN
<br /> �v�NDATi�� V-I VIYL C�SUBGR�,DE.
<br /> � TE SUBGRADE 51 �� � �
<br /> . BACKFILL FROM OUTS{DE 7HE EXCAVATION USING A LONG BOOM HOE COMPAC 1� MIN ;s,� �
<br /> �
<br /> OR EXCAVATOR.
<br /> SCOUR PROTECTION � '
<br /> 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRlOR TO MATERIAL LOCATION COMPACTION / DENSITY REQUIREMENT � .
<br /> PLACING CHAMBERS. FOUNDATION STONE; FILL �
<br /> BELOW CHAMBERS FROM IN 6"MAX LIFTS, PLATE COMPACT OR ROLL TO ACHIEVE A FLAT Q ,
<br /> 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO 4"ADS ST�RMTECM INSERTA TEE p` � . �
<br /> THE SUBGRADE UP TO THE SURFACE OF EACH LIFT PRIOR TO PLACING THE NEXT LIFT. O
<br /> PLACING STONE. BASE OF CNAMBER '
<br /> EMBEDMENT STONE: FILL Z =
<br /> 6. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER SURROUNDING THE 0 � � �� -
<br /> FOUNDATION MATERIALS BEARING CAPACIT(ES TO THE SITE DESIGN z � :
<br /> � CHAMBERS FROM THE NO COMPACTION REQUIRED. cii
<br /> FOUNDATkON STONE ('A' - ,.
<br /> ENGINEER. .
<br /> LAYER)TO.THE 'C' LAYER � Z `� . `
<br /> 7. THE USE OF CONSTRUCTION EQUIPMEN7 OVER SG740 CHAMBERS (S o A B O V E. w = W � , '
<br /> �`? I N i T I A L F i L L: BACKFILL UP TO BEGIN COMPAGTIONS AFTER 12"O� MATERIAL OVER THE CHAMBERS G�.
<br /> ��MIT��: �
<br /> T IS ALLOWED ON BARE CHAMBERS. T THF R�?TQM �F TH� I� R�ACHED. COMPACT ADnI�'IONAL LAYER5 iN 6" (150 mm) MAX LlFTS Z � Z a
<br /> • NO EQUIPMEN �
<br /> • NO RUBBER TIRED LOADERS, DUMP�RUCKS, OR EXCAVATORS ARE S C O U R P R O T E C T I O N P R O P O S E Q P A V E M E N T 7 0 A M I N. 9 5% P R O C T i J R C}E N S I T Y F O R W E L I.G R AD ED MATERIAL AND � V Z � �
<br /> ALLOWED UNTIL PROPER Fll.l. DEPTHS ARE REAGHED PER C SECTION, OR TO �INISHED 95% RELATiVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. � � g = �
<br /> MANUFACTURER fNSTRUCTIONS GRADE ROLLER GROSS VEHICLE WEIGHT NOT TO EXGEED 12,000 Ibs. DYNAMIC � W � z v _
<br /> • CONTACT MANUFACTURER FOR WEIGHT LIMIT S F O R C O N S T R U C T I O N F�RCE NOT TO EXCEED 20,OOQ ibs.
<br /> E UIPMENT PRIOR TO CONSTRUCTION 4"ADS STORMTECH lNSERTA TEE � ,.
<br /> Q � � � � Y ,
<br /> :;.
<br /> 8. FUL.L 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMSERS THERMOPLASTIC L1NER STORMTECH SYSTEM, TYPICAL SECTIt3N � � �C w O � .
<br /> IS REQUIRED FOR DUMP
<br /> TRUCK TRAVE�QR DUMPING. � o � ~ � � �
<br /> 9, USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN TNE ROWS OF
<br /> THERMOPLASTIC LINER x � � u `f' �.
<br /> C H A M B E R S I S N O T A N A C C E P T A B L E S A C K F I L L
<br /> METHOD. 90.7"CHAMBER LENGTH w w OC Q o� ,
<br /> �� �._- a�.. V `r'
<br /> 10. CONTACT STORMTECH AT 1-888-892-2694 WI7H ANY QUESTIONS QN 85.4 INSTALLED LENGTH
<br /> INSTALLATION REQUIREMENTS OR WEIGHT LiMITS FOR GONSTRUCTION BUILD DIRECTION �► � � v �
<br /> EQUIPMENT. �4,22� 105.41` SMAR ERAO�V�ERLAP N XT�CDHAMBER O �
<br /> OVER THIS CORRUGATION F,,,, -
<br /> INSPECTION & MAINTENANCE �
<br /> ;s, THERMOPLASTIC I.fNER � � �
<br /> STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT � W � w � �5•
<br /> A. WSPECTION PORTS ((F PRESEN`� � START END � � Z o ,�
<br /> A.1. REMOVE/OPEN LID ON NYLOPLAS7 iNLINE DRAIN .� w c� m
<br /> A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED TOP VIEW SIDE VIEW ,?�, � Q Q � .
<br /> STADIA ROD MEASURE DEPTH �F �
<br /> A.3. US1NG A FLASHLIGHT AND ,
<br /> SEDIMENT AND RECORD ON MAINTENANCE LOG NOMINAL CHAMBER SPECIFICATIONS � � � V �
<br /> SUAL INSPECT{ON � �� �� _ ADS STORMTECH ENDCAP �
<br /> LATOR ROW FOR VI DS N 12 TOP MANlFOLD SIZE (W X H X INSTALLED LENGTH) 51.0"X 30.0"X 85.4" � � Q � �
<br /> A.4. LOWER A CAMERA (NTO ISO o 12 X 12 A -
<br /> OF SEDIMENT LEVELS (OPTCONAL) �' INVERT 561.04, NO SLOPE 12"X 12' ADS N-12 TOP MANIFOLD M r � o
<br /> „ P 2 �F "� INVERT 61.04, NO SLOPE CHAMBER ST�RAGE 45,9 CUBIC FEET � � tJ <L p
<br /> A.5. IF SEDIMENT IS AT, OR ABOVE, 3 (80 mm) PROCEED TO STE °' � � MINfMUM INSTALLED STORAGE* 74.9 CUBIC FEET � � w Q �
<br /> NOT, PROCEED TO STEP 3. � �
<br /> ADS STORMTECH 3�" NYLOPLAST 1NSPECTION PORT WEIGHT 75.0 ibs. � � � � ---
<br /> B. ALL ISOLATOR RO1NS 1MTH BYPASS MANIFOLD 1z,��� 45.9" I 51.0" z L � �
<br /> I � *ASSUMES 6"STONE ABOVE, BELOW, AND BETWEEN CNAMBERS � �
<br /> 0.1. R�Pw�^V` ���J�D Cpv�,� eT��irTi iR�a-r I�pSTRFAM END OF (�OLATOR ROW --�--.-� �-.---�---------1 ,- -_� �! .
<br /> ISOLATOR ROW ADS STORMTECH ENDCAP� THERMOPLASTIC LINER-� �'Y�T G M L/�1Y�.J V T °
<br /> B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW �1 STORMTECH SC-740 DETAILS
<br /> V � _;.
<br /> THROUGH OUTLE7 PIPE NOT TO SCALE , ,
<br /> i) MIRRORS ON POLES OR CAMERAS MAY BE USED 70 SCOUR PROTE TION 131,69' 29���� C
<br /> o � ��
<br /> AV01D A CONFINED SPACE ENTRY
<br /> ��� FOLL.OW OSHA REGULATI�NS FOR CONFINED SPACE ACCEPTABLE FILL MATER#ALS: STORMTECH SC-74Q CHAMBER SYSTEMS � � �
<br /> _ ENTRY IF ENTERING MANHOLE � �
<br /> B 3. IF SEDIMENT 1S AT OR ABOVE, 3° (80 mm) PROCEED TO STEP 2. fF PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENQING WITH 'B° W +
<br /> . , �
<br /> PRE-FA8 STUBS AT 1`OP OF END CAP FOR PART NUMBERS ENDING WITH "T" aC � o�w��,
<br /> NOT, PROCEED TO STEP 3.
<br /> PRE-CORED END CAPS END WITH "PC" � R
<br /> STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAG PROCESS PART #
<br /> $TUB A B C � °' �� � .
<br /> A. A FIXED CULVERT CtEANING NOZZLE WITH REAR FACING SPREAD OF 18.5" (470 mm) --- u-
<br /> 45" (1.1 m) OR MORE IS PREFERRED SG740EPEOBT/SC740EPE06TPC 6° (150 mm) 10.9" (277 mm) _ „ A
<br /> C UNTIL BACKFLUSH WATER IS SC740EPE066/SC740EPE066PC 0,5 (13 mm) � L'� "d� 56200 �
<br /> B. APPLY MULT[PLE PASSES OF JETVA Q ���als� �
<br /> CLEAN �-� �- -------�- SC740EPE08T/SC740EPE08TPC „ „ 16.5" (419 mm)
<br /> � �� � � ¢ 4 8 (200 mm) 12.2 (310 mm) � ssI�NAL�
<br /> C. VACUUM STRUCTURE SUMP AS REQUIRED � t, �_ � ��; �'���4� � - � ��?T��o�4Qg;Vr�enFpFn�Rpr --- 0.6° (15 mm)
<br /> _ � ////. � w ! .s�.
<br /> g � �F � � i i ,1_ � �� � �.
<br /> : :
<br /> � �����:�� �� � � # SC740EPE10T/SC740EPE10TPC 10" (250 mm) 13.4" (340 mm) 0,7° (18 mm) � t��� -
<br /> � r � x � � �
<br /> g4,� �a 14.5"(368 mrn)
<br /> k��°�i�,.c�� r `�� ��� � .
<br /> T STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD �"his �ecord t�rawin�has bee� preparec�, in part, based SC740EPE10B/SC740EPE106PC "' ___ . '
<br /> � OBSERVATIONS AND ACTIONS. � on ";�s-Suilt" inforrriation provided by�thers.Thou�h 12.5" 31$ mm Z � � � . :
<br /> o SC740EPE12T/SC740EPE12TPC �2�� (300 mm) 14.7" (373 mm) � > �,2�� (30 mm) � >- N Q <.�'o
<br /> � � the as-built in�ormatian and this dr���ving are based on SC740EPE128/SC740EPE12BPC "'
<br /> � STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE the best avai;:zale information, no presu�mption should ___ r
<br /> , , -,�����z�-n-����zz���z SC740EPE15T/SC740EPE15TPC „ „ 9.0" (229 mm) � N � �
<br /> °' STORMTECH SYSTEM, be rr�ade re�a din�;the ura�vings accuracy. �7 -�, 15 (375 mm) 18.4 (467 mm� ___ 1.3" (33 mm) °O '4
<br /> , c-
<br /> � -� ����j;��:�'���`: ��°��"` SC740EPE15B t SC740EPE156PC A Q
<br /> o �t � � �. . :�, _ -� �� /%�/.��/.*,�/. � DO NaT WSTALL lNSERTA SC740EPE18T/SC740EPE18TPC 5.0 (127 mm) --- Z
<br /> „ � \ �� A� 18" (450 mm) 19.7" (500 mm) --- 1.6" (41 mm) Q �
<br /> � �����d �y Date \ � '� TEE OVER JdINTS .
<br /> NOTES �
<br /> � � SC740EPE18B/SC740EPE186PC
<br /> 0.1" 3 mm V � � �
<br /> ` ,� ~ . � Permit Inspector ���i, SC740EPE24B* 24" (6Q0 mm) 18.5° (470 mm) --- ( ) Z � .
<br /> � '��;`�;��C - - _ .
<br /> � 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST Print ��ame �r Tit!��� � �� w �
<br /> „ PVC S70RM �� �` ALL STUBS, EXCEPT FOR THE SC740EPE246 ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF � w z � �
<br /> o THE INSPECTfON INTERVAL BASE� ON PREVIOUS OBSERVATIONS OF SEDIMENT �`�"�" PIPE PER F'LAN \���j '
<br /> L ACCUMULATION AND HfGH WATER EL.EVATIONS. THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDfTIONAL WFORMAT{ON CONTACT STORMTECH AT V p � j � ;s.
<br /> U \. \• 1-888-892-2694. v� W a�. w � `�
<br /> � .
<br /> � 2, CONDUCT JETTWG AND VACTORfNG ANNUALLY OR WHEN INSPECTION SHOWS iNSERTA TEE CONNECTION, /�`�� t�"�.. �
<br /> �, THAT MAINTENANCE lS NECESSARY. ELEVATION PER PLAN- � � � A---� INSTALL INSERTA TEE OVER THE * FOR THE SC740EPE24B THE 24" (600 mm)STUB LIES BELOW THE �OTTOM OF THE END CAP APPROXIMATEi.Y 1.�5�� (44 mm). w�°°" " � � �
<br /> O CRETE COLLAR . � � � CENTER OF THE CORRUGATION BACKFfI.I. MAT�RIAL SHOULD BE REMOVED FROM BELOW 7HE N-12 STUB SO THAT THE FITTING SITS LEVEI.. �
<br /> � C N '������i�� �'��% � 'J � .
<br /> � PLACE ADS G�OSYNTEHETICS 315 �� NOTE:ALL QIMENSIONS ARE NOMlNAL � a O
<br /> o WOVEN GEOTEXTlLE (CENTERED ON SECTION S�DE ViE1N w W
<br /> � r�'� INSERTA-TEE INI.ET} OVER BEDDING SC-740 MANIFOL� STUB DETAILS � ,
<br /> � � .''� . • .�. . '
<br /> � � .,.�: STONE FOR SCOUR PROTECTION AT SIDE
<br /> H INLET CONNECTIONS, EXTEND z � _
<br /> v DUCTVLE IRON GEOTEXTILE 6 M!N PAST CHAMBER FOO7 } •
<br /> � z uJ �' �t
<br /> i FRAME AND COVER � '
<br /> ; .� .
<br /> o ..,.,+ _ ..' w E-- W
<br /> a INSERTA TEE DETAILS .
<br /> CONCRETE COLLAR NOT N
<br /> � -� NOT TO SCALE REQUIRED FOR UNPAVED z � 4••� w � .
<br /> aj•
<br /> � CONCRETE COLLAR � APPLICATIONS . � � Q � � �
<br /> � FINISHED SURFACE PER PLA� ' �'T?�'\``� 12" NYLOPLAST INLINE DRAIN d m �
<br /> o -
<br /> Q
<br /> � � INSF'tGTIVN F'Vh(I - ///%.:'''.`:,,`.:�:`,.• �, � �
<br /> v � o� :,_�-;:,.,"� �. � / BODY WITH SOLID HINGED COE�ER O � �• � � , .
<br /> W /. ,-- � �. rrr �. ,":�:: : ..:,� . ;' ' " • ��"� - ; i PART#2712AG41P, SOLID C0 Q Q W r
<br /> i � /. / / % \-�.....��,:.: - :.. �,� \� � � pG
<br /> � COVER ISOLATOR ROW CHAMBERS ������ ����/�� ,�• ��/��/��/ ���j�j� �s� �� ���, 1299CGC � U V � W
<br /> � '�� WITH ADS GEOSYNTHETICS 601T j�� \ �� �� /�,� � ' ���\��\���� „ ��\��� �� 4 SDR 35 PIPES � �
<br /> •� INVERT PER PLAN � � i NON-WOVEN GEOT�XTiLE MIN 8'WIDTH .�*,/� �/��/`�'�� ��������������, 4 INSERTA TEE, CENTERED �j��/�� \� � = Q � W
<br /> o �, ���� ����j .,\�/ ���j��j��j� �j jSG�0 CHAM ERS FA T#4P2 FBSIOP CREST, SC-740 CHAMER � W � �
<br /> � , �,� -� .�/i. /�: / /i. /i. /i a � ,
<br /> � WATER TiGHT JOlNT /� � � SC-740 END CAP NORTH w � W
<br /> �o PER MANUFACTURER''�� `� � ;
<br /> iN SPECIFICATIONS � � �" \� � CONNECT TO MANIFOL.D SYSTEM
<br /> � � ��`" tr + J �
<br /> t-- F- � ;;.
<br /> �;� � N 24"CORr'ZUGATED HDPE � W � W � w ��::
<br /> ��� DETAlLS SHOWN ON THIS � -
<br /> "" � SHEET PROVIDED PER ADS - 3o j\\ BACKFILL 1MTH CLEAN, CRUSHED, ACCESS PIPE AS PART OF
<br /> o� a �� � w p � oC
<br /> �'�N / �� MANIFOLD BYSTEM. USE o o z
<br /> V NCE DRAVNAGE SYSTEMS, ANGULAR AASHTO#5 STONE !N 12 � � �' a' �
<br /> ��� � AD A
<br /> N o 1NC. LIFTS, COMPACTED TO A MlNIMUM PRE-FABRlCATED END-CAP APPLY TWO LAYERS OF ADS GEOSYNTHETlCS
<br /> �� ADVANCED DRAINAGE SYSTEMS,�Nc. o PART#SG740EPE24B 315V1lTK WOVEN GEOTEXTILE BETWEEN � SH EET NO.
<br /> �v � OF 90/o FOUNDATION STONE AND CHAMBERS. 5' MINIMUM `�Q � O O ZO �I'O �O w 1
<br /> Ni.� ��1[lt�A�7�7IST� Q Q FOR ADS PRODUCTS, CONTACT WIDE CONTINUOUS FABRkC WITHOUT SEAMS cn C��O 1
<br /> � v °' �� DANNY JON E S (3 6 0) 5 a 7-2 3 5 4, N Y L Q P L A S T D R A I N B A S i Nw
<br /> ;,3� F O R STORMTECH '� . D A N N Y.J O N E S�A DSPIP ES.c o M NO T T O S C A L E I S O L A T Q R R O W D E T A I L 1 N S R E G T 1 0 N P O R T Q E T AIL = .
<br /> �o� I N S T R U C T I O N 3, • A N D R E F E R E N C E P R O J E G T N O. �
<br /> �oa DQWNLOAD THE � N O T T O S C A L E N O T T O S C A L E S C A L E: � �� = �L O� ~
<br /> �n v�.. INSTALLATION APP a � S'I Z$O3Z4 Q F 7
<br /> o/�
<br /> v x,�
<br /> o_vo / `�' f /� �/ 1� {' . -
<br /> a I-c.� l�� i ,f l.J� �V�[1 E� ! � ,
<br /> �?_F.�/f�WED ��J� P��MiT _ .
<br /> ;
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