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ADS-PIPE.COM �" " g , STONE BECOW{in} <br /> @ � � � � � I U � � � _ � <br /> - « � � ' � 40 °lo STONE VOiD � <br /> v� <br /> .: <br /> JC7E SHEEH'( �,,,�.�>t .� .! f� , � � q� = N � o <br /> AI]S SALES RE�: 253-$40-3513 +�Y'x INSTALLED SY5TEM VOLUME{CF) �!- {- o C� o �S � <br /> J05EPH.SHEEHY t�t At]S-P1PE,COM � � �� � � 4,407 (FERIMETER STONE INCLUDED) �I LL1 0 � W . <br /> z , � � � �- <br /> . . . ' . . . . W . <br /> M <br /> . 1401 SYSTEM A a <br /> ARE ft <br /> P <br /> , � ) - <br /> F� E T �. W co rr <br /> OJ C td S06793 <br /> $ <br /> _ Ll.I w � a . � <br /> i � rc <br /> � <br /> T <br /> � � � <br /> � <br /> 5YS P R T ft <br /> _ /��v/�NCi�D DR/���A�7� �YSTEM� �N�i. 166 EM E IME ER O ' Z W � � a N <br /> e 'll � � o Z � W <br /> � � � � � � <br /> PROPflSED EL�V.ATIONS -VV�ST BED ''I � F � � j . <br /> MAXIMUM ALLOWABLE GRADE(70P dF PAVEMENT/UNPAVED}: 307.2$ I '' W iU � � ¢ . <br /> MINIMUM ALLOWRBLE GRADE UNPAVED WITH TRAFFI ♦._ I r�,a ui � W c��i V <br /> � C). 301.78 I� W t- O � d- ti ` ., <br /> MtNIMUM ALLOWABLE GRADE(UNPAVED Nd TRAFFIC: _ 301.28 22.75' STRUCTURE PER PLAN(CB#05) o a � r� C) ' <br /> � ___ . WIELEVATED BYPASS MANi�OLD � cNo_ Q <br /> MtNIMUM ALLOWABLE GRADE(BASE dF FLEXIBLE PAVEMENT): 301.28 i MAXIMUM INLET FLOW 7A C�FS = �"' co <br /> � N � o . <br /> \j r`� f N � <br /> _ _ _ MINIMUM ALLOWABLE GRADE(TOP OF RIGID PAVEMENT): 3Q1.28 I �, W <br /> � �/ � �� �� Y I Y i�� F � 1 L � TOP OF STONE: 3Q0.28 _ I� .� .;, I- c� <br /> w . <br /> � . . . . � . . � . . . . � . __ .. . .. ...... . . .. .. .,.,... . � !,,.. . . . .. � . . �r . . . - <br />� .. . . . .. . . . . � . . . . . . . . . ._ . . . . . ._ . � . ... � . ._ . . . . . . ... .. . . � . . . . � . . . . . . . . . . .. ..: . ._. ,:. . .. . .... ... _.. . . I.. . . � . . . . . . � . . � � . � ...'� � � ... . . ._ � Z wW . . . . . <br /> TOP OF MC-3500 CHAMBER: 299.28 i <br /> 1 I, 24"COf2ED END CAP; _ o z� <br /> \ /C(� ''�" �/�//� 15"TOP MANIFOLp INVERT: 297A8 �i '_i, a �� SEA� <br /> �V C 1 l� 1 �� V V/"� 24"fSOLATOR ROW INVER7: 295.70 <br /> ,. _-. PART#MC35001EPP24BC _ W a <br /> - � .�._ <br /> ___ _ I _....__ __..��'%��._.._._� QR MC35001EPP24BW � w� <br /> 15 BQTTOM MANIFOLD WVERT: 295.66 I, ' �f (-� , TYP QF ALL MC-3500 24" w �o <br /> __ , � i � .. <br /> , BOTTOM QF MG3500 CHAMBER; 295.53 � I , ; -`\��//� i BOTTOM CONNECTIONS � �o <br /> i ANQ 150LATdR ROWS ,a <br /> BOTfOM OF STQNE: 294.78 � ; �`� i y o <br /> � � j �����„, �, �� <br /> ' € �,�- r. � � 15°X 15°RDS N-12 TOP MANIFQLD �o <br /> �, � �_ <br /> � ,;,� , ,�. . : �„ ..:. �� °� �. �, � � . , t ,,''.,'' „ <br /> �<, ,., � �.� w . a ,� � � � P �NVE T m� ; <br /> �� ����� ������� � � � �, , _ 1����"T'��'i°� ���T�� ���1`�-�� ������� ��t� it��'T�.�4�.��"It�� �F t���3�0� ���������� ��'��`�F� �� ,� � � ��� � zs.as a�ovECH�nn���BasE o � <br /> � � �°��. �°"� �� - ----- _-- , � � � a� ' ���' <br /> ___�_�___- ----- _.__.------�__�__,._______---___,_ �________�--------- ,� �- <br /> ___---___--- --__.. ___---_--_ __ _ __,_.,_ ___.. �_ __�_ :_�.__.�._.___ � ;� ;r' p � ; �s��t�t�rEst��2P�a,c�s? � �� ^�; �" <br /> � Y ,� �'�� � �W �. � t� <br /> , . <br /> G, 1. STORMTECH MG3500 CHAMBERS SHAII.NOT BE INSTALLED UNTII THE MANUFA�TURER'S REPRESENTATIVE HAS COMP�ETED A � -�':z* �',r /� , ;;•�- -�,,:� o� CP�` . <br /> 1. CHAMBER.�SHALL BE STdR - III � "�: „a. ./ ,.;�, � .,�, z . � � � <br /> MTECH MC 3500. PRE-CONSTRUCTION MEETING WI7H TI-tE INSTALLERS. I ,'�av ^:°�'s'�.��?g /` ,�./ ��`'v°" `�;,'� � 33 `�' 'G�" uT , , <br /> ,� <br /> ' ' p.�^` � ' � �. ° rc '� <br /> , . , . . . . . . . . . . . . . . . . . t::�'� � � � �` ,�^ �VY �; . a� . : ��.� . . <br /> . . . . . .. . . .. . . . . . . . � . . . . . . � . . � . � . . � . .. � . . . . � . � . � . � . .. . � . . . I,, I.. . . . . . . . .. .,.x.�...�,.:�����.�:x-�.� . �,: .,,,�,,......,a>,�,,.u.,.T�S.. . . <br /> 2: CHAMBERS SHALL BE MADE FROM VIRGIN,IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. I �, ��` ,r.� �v �y <br /> 2. STORMTECH MC-3500 CHAMBERS SHALL BE 1NSTALLED IN ACGORBANGE WITH THE"STORMTECH MG35QO/MG-454d CONSTRUCTION GUIDE". ' �� i`' f` � � W <br /> I � ��� � ,� �� ��nl � � <br /> 3. CHAMBER RflWS SHALL PROVID N �� >,� � PLAGE MINtNtUM 17.5'OF AQS � # , <br /> E CQ 'fINU0U8,UNOBSTRUCTED tNTERNAt SPACE Wi7H N4 iNTERNAL SUPPOftT PANELS THAF �. C►iAMBERS AR�N�T TGl BE�ACi�FtLL D W1TH ! � ' .' ^' � �� ! � <br /> � A[30Z�R t3R AN EXCAVATOR SITUATEI�O1l�R 7HE CHAMB�RS. , �; '� j'� ` <br /> WOULt�4MF'EDE FLt�W bR LtMlT A�CGESS FQR INSPECTIQN. STORMTECM RECOMMENDS 3 BACK�ILL METHODS: a:�>/ �/ �' GEOSYNTHETICS 315WTM WCJVEN �Q ,� °' � <br /> � � ��/ , , � GEOTEXTlLE OVER BEDDING STONE AND W 4 '�y * �°, ;�' <br /> STONEBHQOTER LOGATEQ{3FF THE CHAMSER BED. ,�, �/;/ ,/ I . ° <br /> ! ;, / , / ' UNDERNEATH CHAMBER FEE°f FOR SCOUft �� +�� '�? <br /> 4. THE STRUGTURAL DES1GtV OF THE CH,4MBER5,TtfE S3RU�TURAI BACKFILL,AND THE ItVSTALLATIC}N REQUIREMENTS SkiALL ENSURE « BACKFILL AS RflVYS ARE BUILT USWG AN EXGAVA7OR QN THE F NflAT1 �! NE 4R B RA E. I '�' , / � Z W �" <br /> tTU O STO SU G p � i I:- .,._,.`.m�.�.__�..,� •�..,a....a.., . .,.r..,,.__.m, PROTECTiON AT ALL CHAMBE�R iNLET � g w� .� '�a� � <br /> THAT THE L_QAD FAGTORS SPECIFtED Itd THE AASHTO Lt�FC}BRIQGE dESIfiaN SPECIFICATIt1idS,SECTION 12.32,ARE MET FOR:�1) r BACKFILL FRflRA AUTSIE3�THE EXCAVATION US1R143 A�,.ONf�BC30M HOE t7R E?CGAV�1TOFi. , `�� r�( , !/ / � ROWS � . ,� o � ��,���*�l!" "�. <br /> U Z v/ <br /> LONG-DURATION DEAD i.OA[?s'a APID 2)SHQRT-DURATiQN LtVE LAAdS�BASED ON 3H�RA5FiT0 DESIGN TRUCK WITH GC}Nu�l[}ERATION �� ;,� l �, .� �;u � � � �a ��'s,�,, ��`� <br /> �OR 1(V#PACT AND MULTIPLE VEHI LE PRESE E . d ' : �/1�l/' ?n-� r�'- o W ��,�� <br /> C NC 8 , THE FQUNDATION STONE SHALL E3E�.EVEIED AND CC}NlPACTECi PRIOR TO PLAClN��MAMBERS. I , � / / f r p,,� � � � W o <br /> . . . . . � � , . . . . . . . . . . . - � � ,, . . o . . ����. � / / �� . . . - . 3 ��e �o � - � � � � � <br /> . . . . . � . . . � . . . . `' C'd;� / ./ i � ' -i W . � <br /> . ' <br /> . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . i, . . . � O . � �. ' . . �+- ./ - . . . . . � � w . � <br /> 5. CHAMBERS SHALL ME£T TFiE REQUiREIv1ENT5(7f ASTPA F2418-16,„STANDARD Sf�EClFIGATIQN FOR POLYPROPYLENE(FP} 5. JOINTS BETWEEN CHAMBERS SFtA�I,BE PROPERLY SEATER PRI4R 70 Pt.}iCING ST�hiE. I� ri ' � ,5�� � :' ° = N w� Date:2018.05.30 16:02:38-QT00' <br /> ,n i,,, ! ��`" � `� �f//; � �� � y =� .. <br /> CORRU�ATED WALL 5TORMWATER COILEGT1OtV CHAMBERS" . . I r� ?__ _�,.s -- -- ----�="`?'�f� /� � w.� � ISQLATOR ROW � y � ~�°, <br /> 6. MAINTAIN MINIMUM-8"(23Q mm)SPACWG BETWEEN THE CHAMBER RQWS. I � v � � `� j % ,, ' -- 1 (SEE DETAtL) � � 3 z� <br /> 6. CHAMBERS SHALL SE DESIGNED AND ALLOWABLE LOADS DETERMlNEQ IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE I ! � � `+ �' ,`�,/� -� o� <br /> � � � , ,� I S " � o <br /> F 7. INLE7 AND OUTLET MAtVIFOLDS MUST BEiNSERTED A MINIMUM OF 12"(300 mm IN70 CHAMBER END CARS. , /// � � � � W� <br /> _ <br /> OR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS": ) ' �} < � } �!/ /I � } � � �Z <br /> . . � . . . . . . � . . � . � . . � � . . . . . ". � . t # 1 � , ( ✓�i � /f ` l . . . . � N m op . <br /> 8, EMBEDMENT STONE SURROUNDWG CHAMBERS MUST BE A CLEAN,CRUSHE€3,ANGUTAR STONE MEETING THE AASHTO M43 DESIGNATION OF#3 QR ( I p = �' i '� � � o � �� <br /> 7. ONLY GHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED.THE CHAMBER MANUFACTURER SHALL I <br /> _ - , <br /> SUBMITTHE FOLLOWlNG UPON REQUEST TO THE SI7E DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERWG CHAMBERS Td TME �' 3-.-�------�-.--�---� (-�--�------� ' ;! �-r�� � ,.--.--.-�W-•-; � °o � o o " ' <br /> PROJECT SITE: I , i { ` �,� i �' ! ° m ��, <br /> 9. STONE MUST BE PLACED ON THE TQP CENTER OF THE CHAMBER TO ANCHOR TNE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. ^ I � ; # �� ,% �'� j ; � � � o� <br /> � : ; / z m� <br /> a. A STRl1CTURAL EVALUATION SEALED BY A REGtS7ERED PROFESSIONAL ENGWEER THAT DEMONSTRATES THAT THE SAFETY 10. THE CONTRACTOR MUST REPORT ANY QISCREPANC3ES WITH CHAMBER FOUNDATION MATERIALS B RIN CA � r'' � � � �% �/�� � � o � °� <br /> EA G PACITIES TO THE StTE DESIGN <br /> FACTORS ARE GREATER THAN QR EQUAL TO 1.95 FOR DEAD LOAQ AND 1.75 FOR LIVE LOAD,THE MINIMUM REQUIRED BY ASTM ENGINEER. I � N � � ; � �/,/,��% ` � � w W ` <br /> F278�AND BY AASHTO FOR THERMOPLASTtC PIPE. � � � , . i I o <br /> . . . . . '. {„c! ; � '� <br /> � �....�.�,..._�_,,. ' _.....�_..�, .,t,.�c s,�.�:N,�,� � � p p <br /> � � � � � � 11. ADS RECOMMENDS THE USE QF"FLEXSTORM�CATCH(T"WSERTS DURING CONSTRUCTfON FOR AlL INLETS TO PROTECT THE SUBSURFACE � � � � � � � �I � � � � �j�� � , ! � INSPECTION PORT >N p � a s � � � <br /> � � b. R STRUCTURAL EVALUATI4N SEA�ED BY A REGISTERED PROFESSIONAL�ENGINEER THAT�DEMONS7RATES THAT THE�OAD� � � STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. � � � � � � � � � � � � � � � � � � ' � � � � � �� � � � �� � '� ��" r � �� � � � � � � � �m� � � � o� � � � � � � � � � � � <br /> FACTORS SPECIFIED IN THE AA5HT0 LRFD SRIDGE DESIGN SPECIFIGATIONS,9ECTION 12.12,ARE MET.THE 50 YEAR CREEFi � � � � � � I �� � I i � � � � � � � I�� // %' .�g 3 � �� �� � � � � � z�� Q� � � � � � � � � � <br /> MODl1LUS DATA SPECIFIED iN ASTM F2418 MUST BE USED�AS PART OF THE�AASHTO STRUCTURAC EVALUATlON TO VERIFY � � � � � � � � � � � � � � � � � � � �� � � � � � � � � � � � � � � �I � � � � � � � � � � i�� � �� ��� � I���/ -"�� ��� � � �� ` � � � � �� � �� � � �� �� Q z ��� � � � � � � � � � � <br /> ����� �����������e.��i��n��� ������_����� � � � � � � �� j/ � � € �p , o0 <br /> � � � LONG-7ERM PERFORMANCE. � �: � � � � � � -___ � �-_�______ _ --- � � � � � � � � � � � � � � � � � � � � � � � �� � � � � � � � ���� � � � � � � � � ; I � � 4 � �r ,/ i� i � � � � z� � �� � � <br /> �� � = i � � � � � ��� a <br /> °� : „� �� � �� � � ,. <br /> � L� STORMTECH�MC 3500 CHAMBERS SHALL BE�3NSTALLED IN A� RD � � ' � ��--.----,--.---:--' ----------��- �',�-�' ���=� � �------•--M-----�� I � � ���� , � �w <br /> � � CCO ANGE WITH THE STORMTECH�MG3500/MC-4540 CONSTRUCTIQN GUIDE. � --� -�; � � o <br /> � � �� � �, �� �-,,. ,"', ��y� , "r� � 15"ADS N-12 BOTTOM CONNECTiG3N � � �`z� �� o z � � <br /> a STRl3GTURAL GROSS SECTION DETAIL ON WHICH THE STRUCTURA�EVALUATION IS BASED. ii ��,�,„. '�^ <br /> 2. THE USE OF EQUiPMENT OVER MG-3500 CHAMBERS IS UMITED: ' ' """`" ' "� INVERT 1.5"ABOVE GHAMBER BA�E �..-'_.� m W <br /> s �,� ��,.�� <br /> $: GHAMBERS AND END CAPS SHALL BE PRODUCED A7 AN ISO 9001 CERTIFIED MANUFACTURING FACILlTY. • NO EQUIPMENT IS ALLOWED QN BARE GHAM�iERS. I � " �'"�' "" �_""'"' °�. (SEE NOTES} : �*� � o� <br /> . NO RUBSER TIRED LOADER,DUMP TRUCK,OR EXCAVATORS ARE ALLOWED UNTIL PROPERFILL DEPTHS ARE REACHED 1N ACGORDANCE I , � ° '`� ��' <br /> . . . . . . . . . . . . . . . 1 ..:� � . � . . � . � . �� . , . .� . <br /> WITH THE"STORMTECH MG3500/MC-4500 CONSTRUCTION GUIDE": - �u . <br /> , '�.__•' , °-�, <br /> • WEIGHT LPMITS FOR CO�lSTRUCTION EQUIPMENT CAN 8E FOUN6 IN THE"STORMTECN MC-3500/MG-45Q0 CONSTRUCTION GUIDE". � W w <br /> QUTL�T CONTRt3L STRUCTURE � � �� . <br /> ����,�d , , <br /> 3. FULL 36"(900 mm}OF STASILIZED GOVER MATERIALS OVER THE CHAMBERS IS REQUIRED F4R DUMP TRUCK TRAVEL OR DUMPING. I ����y� �$�� ������T�Q � � <br /> r MANIFOLD 51ZE TO BE DETERMlNED 8Y�tTE DE51GN ENC�INEER.SEE 7ECH SHEE7#7 FC}R MANEF{3LD SIZlNG'CyUIdANCE. � )� � - � <br /> • DUE TO TNE At3APTATtC3N OF THIS CHANSBER SYSTEM T�SPEC[�IC�ITE AND DESIGN CDNSTRAINTS,IT MAY BE NtAXIN1UM flUTLET FLOW 2.7 CFS '�o z� <br /> t1SE OF A 80ZER TQ PUSH ElVISEQMEN�STQNE BETWEEN THE ROW3 OF CHAMBERS MAY GAtJSE DAMAGE TO CHANISERB AND tS hIOT AN ACCEPTABLE . a �m <br /> E3AGKF[LL METHOD.AIdY CHAIUtBERS DAMAGED BY US1�3G TtiE"[}11f�P AND PUSH"METHC3U ARE MOT COVERED UN�EiZ TH�STORMTE�H STAfiiDARD NECESSARY TO CUT AND COUPLE ADDITfONAL PlPE TO STANDARD MAtdIFO�D COMPONENTS IfJ THE FfELD. I d i �z <br /> WARRANTY. • . 7HE SITE DESIGN ENGWEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER '�a � �a° <br /> GOVERREQUIREtNENTSAREMET. I a ��, <br /> ; 27.92' �� <br /> + THlS CNAMBER SYSTEM WRS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS QR BEARING <br /> CO�iTAGT SFORMTECH AT 7-88$-$92-2694 WITH ANY QU�ST�C}idS Ot�INSl'AL4ATION REGtUiREME�iTS t7R WEIGHT L(1�ITS FOR GONST€tUCTIQN�{2UIPMENT. 29.92' SHEET <br /> CAPACITY.THE SITE DESIGN ENGINEER IS RESPONSIBIE FOR DETERMINING THE SUITABILITY OF THE SOIL AND <br /> � <br /> PROVIdING THE BEARWG CAPACITY OF THE INStTU SOILS.THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED � � ' <br /> � 42fli:�AD3.IttlC. . . . . .. . . . . . . . . . . . . � . . .. . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . � . . � . � � , � . <br /> a OF F � <br /> � � � � � <br /> PR DPt)SED L.A1�AUT- EAST BED t- , � <br /> � �+ �;�g <br /> � v <br /> E- <br /> , <br /> .. <br /> - �' W AGCEP`TA�►LE FILL �ATER1a4LS: STORIVIT�CH IVIC-3500 CHa41MBE -� _ � <br /> 66 STORMTECH MC-3500 CHAMBERS � x R S i a7��I1/f� W 0 <br /> 16 STORMT�CH MC-3504 END CAPS '' I <br /> 12 STONE ABOVE(in) LI" � p z I � � � € <br /> U a �- � <br /> <C ¢ z � ° MATERIAL LOCATION DESCRIPTION �SHT O MAT E R I A L C O M P A C T I O N/D E N S I TY d Q Z y o <br /> g STONE BEtOW(in) U � S c Y i � <br /> CLASSIFICATIONS REQUIREMENT U . <br /> 40 %STONE VOID �( w �''S �S C> > � <br /> � � x Z FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS j � � w � <br /> iNSTALLED SYSTEM VOLUME(CF) . �" � � U a , , F-- x z . ^ <br /> '3,7 9 7 : � _ FROM THE TOP OF THE C LAYER Td THE BOTT�M ANY SOIUROCK MATERIALS;NATNE SOILS,OR PER - _ PREPARE PER SITE DESlGN ENGlNEER'S P�ANS. �" E- � U � <br /> (PER{NiETfR STONE INCLUDED) � � p D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT W o : <br /> �,227 SYSTEM AREA�ft2) W W o� M o GRADE AB VE.N TE 7HAT PAV MENT BBA I �i � � � <br /> { � 4 O E $U SE 5UBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. W LLl o� c� o � <br /> 266 SYST�M F"ERlMETER�ft) � W � � � MAY BE PART OF THE'D'LAYER z W � c��o a _ <br /> !- � � 3 II� � AASHTO M145' ,� f- `" � " � . <br /> f" I BEGIN COMPACTIONS AFTER 24 (600 mm)OF F- � � � <br /> PR DP(?SED ELEVAT90NS - EAST �EC3 � �t o INITIAL FILL:FILL MATERIAL FOR LAYER'C ` GRANULAR WELL-GRADED SOILIAGGREGATE MIXTURES,<35% A-1,A-2-4,A-3 MATERIAL OVER THE CHAMBERS I5 REACHED. L11 ` � � <br /> - gg,�g� 15"GUSTOM COTED END CAP <br /> -� _ ^ � �" i STARTS FROM THE TOP OF THE EMBEDMENT � FINES OR PROCESSED AGGREGATE. COMPACT ADDITIONAL LAYE S " � F � � <br /> INVER711.06 ABOVE CHAMBER BASE U R IN 12 (30d mm <br /> MPJ IMUM ALLOWABLE GRADE(TOP OF PAVEMENTJUNPAVED). 308.85 . LLI W �- , , �� I , OR � U � <br /> _. _ 38.54 .. C S7'ONE B LAYER TO 24 600 mm ABOVE THE , o W .. w <br /> _� (TYP 3 PIACES} � ) � ) � <br /> ----y'-�� � W � w MAX LIFTS TO A MIN.95/o PROCTdR DENSITY FOft � ' . <br /> MIN �tUM ALLQWABLE GRADE(UNPAVED WITH TRAFFIC). 3�3.35 1- O -> TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOSTIPAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU , �/VELL GRADED MATERIAL AND 95%RELATIVE '�' hW- O w � <br /> i � W d � � AASHTO M43 W Q � � <br /> MIN 4SUM ALLOWABLE GRADE(UNPAVED NQ TRAFFIC}: 302.85 , � p n. SUBBASE MAY BE A PART OF THE'C LAYER. I ', OF THIS LAYER. DENSITY FOR PROCESSED AGGREGATE � <br /> � � 3,357,4,467,5,56,57,6,67,68,7,78,8,89, MATER[ALS. � � �' .. <br /> : MIN V1UM A�LOWABLE GRADE(BASE OF FLEXIBLE PAVEMENT): 302.$5 - ''"�� -` _ z _ , 9 10 � F <br /> MIN 41UM ALLOWABLE GRADE TOP OF R1 I . �,.-_.,., r,,._�,. / ) I � <br /> � � ' _ <br /> ( G D PAVEMENTj. 302_85 _m_._..__> r. ��; r I w : � <br /> , ... . _ ,_..__ .. . .. ... ...... _....... , ,?` _ �R_ �q � EMBEDMENT STONE.FILL SURIaOUNDtNG 7HE _ w <br /> _�.,.. � <br /> TC3F QF S7ONE: .... 307,85 ... : ; �'� �._ T_ _..._ � � z ai � , AASHTO M43' w . <br /> ���_ ._ w, -_� n,,..�.e.____�.� ..._ �.�,.� ..n.._.���.� .r�__,.�� .�_._ _... . ��. � � , � M CHAMBERS�RpM'3"ME FOUNDATlON STONE A �N <br /> . , c� B ( CLEAN,CRUSH€a.ANGULAR STONE NO GOMPACTlON REQUIRED. <br /> TOF OF MC-35d0 CHAMB�R; 300.85 p E. §k , � �--�----� ,��---- ' f. � � z �W LAYER TO THE'C'LAYER ABOVE. . �� 3�� �� � ' I <br /> _�.T. �s,...v awr,���_� ��.__a,u«. ��..�.,-�-_sv.,�� � _r=_ -�a.�a-�� , ._-___��� STRUGTURE ER PLAN GB#14 < _a �, � �r } z w <br /> �, ( } �� � 1 ��`�`.�a`��; �`=,r,�., ; � �'�����`� "�_ � ° z o z� '�" <br /> i � ;;;�; " .�;�.�`�_� �, <-,;�* �¢ �`., 15"X 15 l#DS RI-42 kIANfFOLQ ca� - ra'� `;'-. <br /> 95 QP tv�ANEFOI.D(NV�RT 299.D5 (€��L��ATED] - �- I <br /> .. ...... . ......_�.�. .,�.,_z,,��_.._:_.f;� �x,...�,._.a.�_�,_,me_- - - -��_6._ : ,. _ _... `� � <;.. �� __ <br /> ��._m� ��r..� ��..� ��,�. �.�._.t��._�� � , , � �� <br /> �� , . ., ? m < �:� , •�; ��.r-�,=.� lNVERY 19.08"A80V�GHA.�r1BER BASE � FOUNDATION STOA7E.FILL BEI.t�W GHAMBERS w <br /> '!5 �,USTOM MA�l1FOLD INVERT. 298.02 :,;, ,� :; �i;. tx a �,� , w <br /> _ �� . . '; ,�,,� a � ` AASNTU t�i43 x o � M ' _ <br /> M.. _. w_...._. . ___. . __� _ __ _ ___� _ -. , . PLATE COMRt#GT R <br /> � _. _ �, ww m,._._,_ __ _ ..T .� _�..___ ��_.__._....._...�. s, ,. c, rc OR OLLTOACHIEtiIEAFLA"F <br /> � �t ! �;� �� MAXIMUM li�LET FLOW 10.5 GFS W A FROM FHE SU�GRApE UP Td TtiE FOQT BOTTOM I CLEAN,CRUSHED,RN�ULAR STONE c� �,� . <br /> 24" SOLATOR RUW 1NVERT: 97. 7 ,�'`�='.x !� -�`€ � t ti { � z a u� � p <br /> 2 2 �- �x � � € � � W �, I 3,4 SURFAC�. . <br /> r...,.. ..,_,�,.,_�m ., ,..�.,.. �. .���_m _�__�-s..��_..._� �,:� _m� �M_._n.m,_,m=�._,m,.�.�. , $ : �,� , ,. � 3.: � SEENC}TES `� OFTMECHAMBEft, w �,�i <br /> � , • p " s t� I�,�,.e. �' , c s:', ,:; "i; t ) n = � � � � N <br /> 9S i OTi'CtM MRN[FOLD INVERL 297.23 24 X 15 AC�S N-12 CFtQW4V MA;TGHING � ;(°�e ,'� � n.: u„ �t, �3 pp . <br /> . . . . � �� :f ; d �r .�, „ k%." :%.2. �� . R° ��.,, . . . . . . . . � . � . .�. . <br /> .�....m,,,.w..._..,..�.�...,.�......�..�..,....m...............e.._...........M.�....,....�..,....,..,.,�-.......,�..K,a-_..�.__ <br /> �. ., _._��_-.�y.u,��-���4._�........-�..w..,.=:,...,.�m, <br /> B f M F C D R� - - �CGEN7RIGi'E8 P._,,.� . �y �..� �.��;;�., ��„.e..a ��;� .� PLAGEMIM1JIivlU�rt 77:5 4FADS •a <br /> Ol O C3 M -350 GHAMBE . 297,1U � ,� �� ° W�, PLEASE NOTE. �i ' '� > t'S� <br /> �--�-�_--___._���._�E.�._.�. �. , ,. r <br /> ...___,�. .�..���._.,.��.�.���,w.w.����w��um._..._��_-� � c� <br /> � � �� t; � GEQSYhITHETICS 315WTN{WQVEN <br /> 24 INVERT 2.06 f�8{SVE GHAMBER BASE �� .>`� � � �� �� 1, THE LtSTED fiASHTC�DESIGNATfC}NS ARE FOR GRADATlONS ONLY.TNE STONE M135T ALSO BE GLEAN CRLJSHED AN�UL AFt.FOR EXAMPLE A SPECiFiCA 1 � <br /> 801 1'OM OF STONE: 296.35 �� � _., �': �r,,��;/ ; :; `'�� �, a , , , T ON FOR#4 S70NE Wl3ULD STA7E."CLEAN,GRUSHED, �� G� Q <br /> 15 INVERT 11.06 ABOVE GHAMBER BASE t i i�i,,, � �; � � s, GEOTEXTILE OVER BEDDII�G STONE AND w Z ANGULAR N(�.4(AASHTO M43)STONE". I �r z <br /> z ,�,;;, •� � � � UNDERNEATH CHAMBER FEET FOR SGOUR �� w o W �- � <br /> ;; �/ � � r� W� 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR'A'LdCATION MATERIALS WHEN PLACED AND COMPACTED W 9"{230 mm)(MAX)LIFTS USiNG TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. N- <br /> a � w� <br /> , . . . . . . . . ....r___..... ._,"y___.,�,._... k,..,. ..:..�.. � . _:..�s�..�. _..,�.. � .;�_R.,.�.,�.,.����..�...,��...�• ....�.,�..��'v���� . . . . . . . . . � <br /> 24"CQRED END CAP, � ' "�' � - � < PROTECTION AT AlL CHAMBER INL.ET R�WS Y a g 3. WHERE INFILTRATIQN SURFAGES MAYBE COMPROMISED BY COMPACTION,FOR STANt�ARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED gY RAKING AR DRAGGING WITHOUT COMPACTION Y a S m � <br /> j3 �.;-f � � � �j �, ,; # u W� �� �- J f- <br /> PART#MC35001EPP24BC ' ;' ;�% � ( �; �� j? _ �� EQUIPMENT.FOR SPECIAL LOAD dESIGNS,CONTACT STORMTECH FOR CUMPACTION REQUIREMENTS. � w W <br /> E ,� �� �` , � � <br /> OR MC35001EPP24BW i � ; ;/ /'� i ; ;! ; z ��i z W - U ~ . <br /> '� (� ,� �i � It �� �; �f �( o 03 � � 3 'o� W � (� W <br /> TYP OF ALl MC-3500 24" s_..�.;,._:_ -; __.� , f,� € : g I -' �/ <br /> � F: �f,._� ._.�___ j`__ ._-_-_.-� . �r.£� --� a �' � a g <br /> - - - - _ BOTTOM CONNECTtONS , �� ; ; //��� �� : ; _� , _ W m ADS GEOSYNTHETICS 601T NON-WOVEN C�EQTEXTILE ALL i?AVING SECTION PER _ _ _ �� O � � W <br /> "` ;P ;Ir�,f;, ; ,; �� i ; � zQ w M <br /> a ANd ISOLATOR ROWS ,� � ,. �� �� AROUND CLEAN,CftUSHED;ANGULAR STONE iN A&B LAYERS � x� � <br /> � ix / � �I '') W a� DETAIL W �� r. � <br /> � . . : . . . . � (p . . 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'� �_ °"' <br /> (SEE NOTES) �= m w E� m'� m w REVIEWED BY:.�.�G <br /> MAXiMUM INLET FLOW 7.0 CFS d-� "z i � �� <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . in �. �� . � . . . . . . . . I . . . : � . . � . � �`r= � o z � . . <br /> � � a W ¢W SHEETTITLE � <br /> i 56.58' - �� 1. MC-3500 CHRMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418"STANDARD SPECtFICATION fOR POLYPROPYLENE PP CORRUGATED WALL S70RMWATER COLLECTIdN CHAMBERS". � � W° <br /> � a- acricEF' c > �' �� STORiVI DETAILS <br /> �� � +;. w w 2 MC-3500 CHAMBERS SHALL BE QESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PR OR STRUCTURAL DESIGN OF THERMOPLAS7IC CORRUGATED WAI�L STORMWATER COLLECTION CHAMBERS". N w w <br /> m � m� <br /> � NC TES �; �,0 3. "ACCEPTABLE FILL MA7ERIALS"TABL�ABOVE PROVIDES MATERIAL LOGATIONS,DESCRlP710NS,GRADATiQNS,AND COMPACTION REQUIREMENTS FQR FOUNDA710N,EMBEDMENT,AND FlLL MA7ERIALS. w N LL <br /> � _ � =O . <br /> S • NANIFOLD SIZE TO BE DETERMIN�D BY SI7E DESIGN ENGINEER.SEE TECH SNEET#'7 FOR MANIFQID SIZtNG GUiDANCE. - ;�< � 4, TNE SITE DESIGN ENGINEER IS RESPONSEBLE F R A IN T RIN <br /> p c� O SSESS G HE BEA G RESISTANCE{ALLOWABLE BEARING GAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH QF FOUNDATION STONE WITH � <br /> �UE TO THE ADAPTA7ION OF THIS CHAMBER SYSTEM TO BPECIFIC SITE AND DESIGN CONSTRAINTS,IT MAY BE 8'� z' i �� � z� <br /> . _m <br /> � iVECESSARY TO CUT AND COUPLE ADDITlONAL PIPE TO STANDARD MANiFOLD COMPONENTS iN THE FtELD. ��� ¢�, CONSIDEftATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS, , �B 3 N •� <br /> �q , y.�e� o 0 o a�'� �z <br /> 0 <br /> • 7NE SITE DESIGN ENGINEER MUST REVIEW ELEVATIqNS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER .�� �,� 5. ONGE LAYER'C'IS PLACED,ANY SO1L/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS dF LAYER'C �,��',> �° <br /> �� . . � . � � . . � . � . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . � . . . � .:�a� _v, . . � <br /> M �OVER REQUIREMENTS ARE MET. �� OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. � �� <br /> rn • I'H1S CHAMBER SYSTEM WAS DESIGNEQ WITHdUT SITE-SPEC)fIC lNFORMATION ON SOIL COND(TIONS OR BEARWG <br /> N .APACITY.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOi�AND SHEET f� 6. PERtMETER STONE MUST BE EXTENDED HORIZONTA�LY TO THE EXCAVATlON WALL FOR B4�H VERTICAL AND SldPED EXCAVATION WALLS. SHEET <br /> � 'ROVIDIN�THE BEAF2ING CAPACITY OF THE INSITU SOILS.THE�ASE STONE DEPTH MAY BE INCREASED OR DECREASEd : � V �• � <br /> w OF <br /> , OF . _. <br /> Q _ ; <br /> w _ : I, _ , �.. <br /> ---� � . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . .. .. .. .. . .. . . . . . .. � I.� .. I .. . . .. . . .. . . .. . . .. . . .. . . � .. . � � . . � .. . . aq . . <br /> LL. . . . � . . . � . � . . . . � . . . . � . � � . � .. .. . � . . .. . .. � � �. � . � � � � � - .. � . - �. � � � � .. � . . . .. I,. . � .� I, � .. � . �� � � .. � � .. - � .. � . � . . . . . .. . . . � � . <br /> I <br /> Q �COPYRIGHT 2017-BCRA�INC.ALL RIGHTS RESERVED �� CC . <br /> c,�`', II � � � <br /> � STORIVITECH CHAIVI�ER DE1"AfL� _ _I� � SHEET � � <br /> � g � � <br /> . <br /> o SCALE: NTS 1 � L� <br /> N . . � . . . . . . . . . . . . . . . . � . . . � . � � . . � . . � . . � � � . . . . . � � . � . . � � . . � . . . . . � . . . . 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