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HomeMy WebLinkAboutFile Documents.1050 Matchless Dr.0113-2020-BRES (27) ZilUASSIST.j; ❑ ❑ *StormTech FOR STORMTECH INSTRUCTIONS, DOWNLOAD THE ❑ LLLLLLJAE DS® INSTALLATION APP ADVANCED DRAINAGE SYSTEMS, INC. RCCA Garages Aspen STORMTECH CHAMBER SPECIFICATIONS IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-4500 CHAMBER SYSTEM 1. CHAMBERS SHALL BE STORMTECH MC-4500 OR APPROVED EQUAL. 1. STORMTECH MC-4500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTITIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN,IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 2. STORMTECH MC-4500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS,UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS. WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. STORMTECH RECOMMENDS 3 BACKFILL METHODS: 4. THE STRUCTURAL DESIGN OF THE CHAMBERS,THE STRUCTURAL BACKFILL,AND THE INSTALLATION REQUIREMENTS SHALL ENSURE • STONESHOOTER LOCATED OFF THE CHAMBER BED. THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET FOR: 1) • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. LONG-DURATION DEAD LOADS AND 2)SHORT-DURATION LIVE LOADS,BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE 6. MAINTAIN MINIMUM-9"(230 mm)SPACING BETWEEN THE CHAMBER ROWS. FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12"(300 mm)INTO CHAMBER END CAPS. 7. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED.THE CHAMBER MANUFACTURER SHALL 8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN,CRUSHED,ANGULAR STONE 3/4-2"(20-50 mm)MEETING THE AASHTO M43 SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE DESIGNATION OF#3 OR#4. PROJECT SITE: a. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY 9. STONE SHALL BE BROUGHT UP EVENLY AROUND CHAMBERS SO AS NOT TO DISTORT THE CHAMBER SHAPE.STONE DEPTHS SHOULD NEVER DIFFER BY MORE THAN 12"(300 mm)BETWEEN ADJACENT CHAMBER ROWS. FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD,THE MINIMUM REQUIRED BY ASTM F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE. 10. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. b. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOAD 11. ADS RECOMMENDS THE USE OF"FLEXSTORM CATCH IT"INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET.THE 50 YEAR CREEP STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. MODULUS DATA SPECIFIED IN ASTM F2418 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE. NOTES FOR CONSTRUCTION EQUIPMENT c. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED. 1. STORMTECH MC-4500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 8. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. 2. THE USE OF EQUIPMENT OVER MC-4500 CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADER,DUMP TRUCK,OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSRUCTION EQUIPMENT CAN BE FOUND IN THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 3. FULL 36"(900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. t 1 r USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD.ANY CHAMBERS DAMAGED BY USING THE"DUMP AND PUSH"METHOD ARE NOT COVERED UNDER THE STORMTECH SDARD1/2 0 2 C WARRANTY. // vv ©z01anos,INc. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPWTf4 '3U LDING DEPARTMENT w CONCEPTUAL LAYOUT COMPUTER GENERATED CONCEPTUAL LAYOUT - NOT FOR CONSTRUCTIONIL (3)STORMTECH MC-4500 CHAMBERS w (2)STORMTECH MC-4500 END CAPS , INSTALLED WITH 12"COVER STONE,9"BASE STONE,40%STONE VOID 0 INSTALLED SYSTEM VOLUME:871 CF N ❑ z w AREA OF SYSTEM:236 FP 0 ❑ _ o PERIMETER OF SYSTEM:66 FT il - 22.79' - 0 ❑ U a 17.19' - p Q Q rn p U N O U a 3 rYM a LL � F z 3 ik ,1 ISOLATOR ROW INSPECTION PORT H ❑ w H 24"CORED END CAP PART#MC4500REPE24BC o a 5 TYP OF ALL MC-4500 24"CONNECTIONS AND - ISOLATOR ROWS 0' w m w z z zZ O ww F � j E ❑wO U 31 Cl) U U w w w ❑ H O K Ha Zt/i w Z N w 1 = w H J K 3 w 1 a ma w-I H¢ PROPOSED STRUCTURE (DESIGN BY ENGINEER/ Et cK w o_ PROVIDED BY OTHERS) i I °a w-i za L zL ww 0 0 0 69 so - I U / W W Co En wd 3 ❑ 6 4co 4 W (0 �} OF Leg U LL 2 E „ o w rn O Q 3 3 ❑ Lw z m i w N O H n O U .--/ ,O a of ❑ (O 0, al m Z~ Z I M 4 • woN J o0 D �co zr Q ` pOZ Z COCO09 (V) $w •cr 2 1- MpzOO 2K 11 xw Hm 05/Qi202C 2 AWN 5 'BUILDING DEPARTMENT ACCEPTABLE FILL MATERIALS: STORMTECH MC-4500 CHAMBER SYSTEMS AASHTO MATERIAL COMPACTION / DENSITY co o MATERIAL LOCATION DESCRIPTION CLASSIFICATIONS REQUIREMENT 0 E FINAL FILL: FILL MATERIAL FOR LAYER'D'STARTS _ 0, FROM THE TOP OF THE'C'LAYER TO THE BOTTOM ANY SOIL/ROCK MATERIALS,NATIVE SOILS,OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. 0 CL ❑ 00 D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT rn ° GRADE ABOVE.NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. U Q o MAY BE PART OF THE'D'LAYER U o (7) a. AASHTO M145' BEGIN COMPACTIONS AFTER 24"(600 mm)OF H a INITIAL FILL:FILL MATERIAL FOR LAYER'C' GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES,<35% A-1,A-2-4,A-3 MATERIAL OVER THE CHAMBERS IS REACHED. #t o STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. COMPACT ADDITIONAL LAYERS IN 12"(300 mm) v C STONE('B'LAYER)TO 24"(600 mm)ABOVE THE OR MAX LIFTS TO A MIN.95%PROCTOR DENSITY FOR .. UJ F- TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU M431 WELL GRADED MATERIAL AND 95%RELATIVE F 0 w AASHTO Q CC U SUBBASE MAY BE A PART OF THE'C'LAYER. OF THIS LAYER. 3,357,4,467,5,56,57,6,67,68,7,78,8,89, ol DENSITY FOR PROCESSED AGGREGATE ❑ a 9, 10 MATERIALS. 0, 03 EMBEDMENT STONE:FILL SURROUNDING THE CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO M431 ElI z B CHAMBERS FROM THE FOUNDATION STONE('A' DISTRIBUTION BETWEEN 3/4-2 INCH(20-50 mm) 3,4 NO COMPACTION REQUIRED. z Z w LAYER)TO THE'C'LAYER ABOVE. O ''w 1= 0 03 FOUNDATION STONE:FILL BELOW CHAMBERS a CLEAN,CRUSHED,ANGULAR STONE,NOMINAL SIZE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT E E w H OF THE CHAMBER. DISTRIBUTION BETWEEN 3/4-2 INCH(20-50 mm) 3,4 SURFACE.2 3 0)0 LU w a a H& PLEASE NOTE: >o 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:"CLEAN,CRUSHED, a ANGULAR NO.4(AASHTO M43)STONE". w Z 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR'A'LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9"(230 mm)(MAX)LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. ° 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS,A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION w EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. U U I H it w U CC 03 5 a ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND PAVEMENT LAYER(DESIGNED > b 2rn CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS i BY SITE DESIGN ENGINEER) CC o w v\\ \\\\\\\\\\- ' \A \ \\A\ \\ A \ \A\V D A AA\ INSTALLATIONS WHBOTTOM OF FLEXIBLE PAVEMENT FOR UNPAVED I (ii ERE RUTTING FROM VEHICLES MAY OCCUR, 7.0' ( w W PERIMETER STONE INCREASE COVER TO3o (750mm) 24 (2.1 m) _ �� (SEE NOTE 6) . . . - C _ (600 mm)MIN` MAX d '5 g w t ma +�•� c�� A 410Sv. 12"(300 mm)MIN 0= wo =�= L Lr �III���\ -gyp , Pitt-TOI,` � /�,111► ; u) =a 7,.n,. ,. . . . Q� 0 ° EXCAVATION WALL '^�' �'. �� t71111111�� � VI. V 4�! i%')IIIII��II����� LL° �� �!-�� I �1 �� ti r i III (CANVERTICAL) /. �� � I��1��I: �I ll�li iilgi�!11 1 Z BE SLOPED OR �:,•. • r11,I�' I Ii,I�� ��� i 60" c M a °.�.� // cl j111Pl pI �Ilu �.-- al�'� �_— o w a F a//// ) 111110114N\ �) ���111�1111111��11 � (1,(010111� � �)�lallllllu���'� n ( ) °° o1 I �I�iwli Q I I v1525 mm �I .I II i ���e�. � m �� u�� 1411010111411110� 14411013111111 ( III ilnl�lll �� ;rl t °o �� , 1i 11110 I� ������ �II�� (I 11 \�I�, o 10- U it li I I' II1=1I II1=11I= 1=111E111E111E111E111E111E111EIII=III=III=III=111=111 i1 -i1 L DEPTH OF STONE TO BE DETERMINED 11 \-.'4•_%147.4-Avas-, .,,),;74-A#7./!zi-h—, 6 ? ' o 11 1 I 1 H III i111II II11 1111I, ail11 1 1 'II 111 i111=111=111i 1 111=111=111=111=111= 1=111 11 1=11 111=111=111=1 1 111= S < 1111 I=nl =11- III=111=" 1 III=III=111=i11 nI—III=uI BY DESIGN ENGINEER 9"(230 mm)MIN o° 12"(300 mm)MIN f 9" oa MC-4500 SUBGRADE SOILS (230 mm)MIN ~ 100"(2540 mm) - 12"(300 mm)TYP >1- END CAP (SEE NOTE 5) ❑ Q NOTES: J m ow � ow z �� a� O1. MC-4500 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". ‘ILS4i,cc.L.37- z Lij E w w 2. MC-4500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". o W a Z V S {� oZ 3. "ACCEPTABLE FILL MATERIALS"TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS,GRADATIONS,AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL MATERIALS. V "3c� aw 4. THE"SITE DESIGN ENGINEER"REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT. �` .'(,c:;'' ^mo w 5. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH S �� mF CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. O� , '��� _° (3 5' 6. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. �\ _.? L/� a m O . !J _. o0 7. ONCE LAYER'C'IS PLACED,ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C' \ 'U OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. O� w SHEET % 3OF 5 a COVER PIPE CONNECTION TO END OPTIONAL INSPECTION PORT 2 CAP WITH ADS GEOSYNTHETICS 601T w NON-WOVEN GEOTEXTILE MC-4500 CHAMBER ro ' z I MC-4500 END CAP Cl) z pw 4 o STORMTECH HIGHLY RECOMMENDS a a a . r f/ /f//////�//////7 %/_//"//<///1/f <//////f////////f ,//// //////� — /- ,_ `m` `m` \t/- \\( \/ v a/ \\ \( \\( \( -\\/ \\1 v\-\\ ar- /. \\( \\( / \ \/ \\/ /..t r d �� - -'P('\�, o = z .m mm..,,,,``m4m„`mmmm�`O•AA�:`ppm.� / o. (�i,/, /,��>\.li c/ 1>. e\,, / ,i,�./i.. .4 /��yi. , z 1,11,72._s/z\. ,.1,i.,/ /./.L!\�\,/C,.. e.. .` /ioc/���. o am m...as mam a.�..•o.`....`mm _ u. p U ° m m.�♦ mm....i.`mi.`m �r/Ilya Ilya//Ily✓l lly�/111�//Ily//.II (/Ilya//II (r lly/JIly�1/II //lly//II,��(/:Ilr�// �//14y/rlly�//Ily,//Ily I/Ilyylly�/l lly_//Ilya//I III//lly�//II{f lly//II !/Ilya(flyer PAP I //I.i\//I lli /I��_//II�//Ili_ FLEXSTORM PURE INSERTS IN ANY UPSTREAM �m.`m.,,..,,,,..,m� ,, , , _, r = rn Q ° imm.`mtoyea \\/ \\/ \\/-,-: \t/ \\I \\( \\i \\j \\/ \\ \t j \\/ \/ \\./ \\/�\\/ \\( \t/"'\\( \\r \\/. N/�\�/; \\r \\/- \\/ \\/ \\! \\r \\/ \\i \t/ \\r'- L r'\/ \\ \-i f\\/ -\r \\/ \i \i, V mno`�,cco mm4 / y/_..,/O / h`y.h` (.a ,- <�,b.\.,!< /..yN,(C.�/ .ch.c/ /O,rg /..//,2,ylOaN,h ( s/S,/ !- <\\,/ ,r\,/\. JJa/ .: Sol•/._�h�.\.�/.,, /o. /p h��UO� O mn`.00`.. aml (/� WITH OPEN GRATES ..ma - (/vim/i (rn�/ru- +Lua(nl�auvi+l�xiu nll�/iu.�/al- jiu-�mrxnlo,ire/iu�(iuo/i-u.�au.�nn�ntl..c/iva/ell�n -/n (i+l r/Ir�/nr nn�(au:c(nl�ou.�nu n:u.�,: u. /i-u-/ivahll�lJu4/il.�([u�nlr ml� — °STRUCTURES m mm3,•G.A'"...,.mmmmm y , ,'% , s-o ,'r , mmm.0`.itittl�tec \\/.�\l(� ( \\j \Lj:�\t/\\\/ l\:( \\-/ \\(�ll/ \\L \4/ �\\,w, i\\,// \\j'\t/ \t/ \\/ .\\ \\/.�\\1 �\\/ \\/ \\' / \\(�VZ.,`.' 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U F� SUMP DEPTH TBD BY A111111111111. , c/ „ `�° i `c.:e� �a.� w zo SITE DESIGN ENGINEER p (24"[600 mm]MIN RECOMMENDED) >o Z 24"(600 mm)HDPE ACCESS PIPE REQUIRED TWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVEN a USE FACTORY PRE-CORED END CAP GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS o PART#:MC4500REPE24BC 10.3'(3.1 m)MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS 9 5 = w6 () 1w MC-4500 ISOLATOR ROW DETAIL o NTS p cc W J m Fa w °° a. 9 8 w J INSPECTION & MAINTENANCE CONCRETE COLLAR o o W L, f 18"(450mm)MINWIDTH STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT PAVEMENT o � W L A. INSPECTION PORTS(IF PRESENT) 3 J o 0 Al.. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN CONCRETE COLLAR NOT REQUIRED o = o w 8 A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED I FOR UNPAVED APPLICATIONS p U F o A.3. USING A FLASHLIGHT AND STADIA ROD,MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG 1 \-- ;E ° ° A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) /// �, ��� � , ° a o A.5. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. ° , , °o B. ALL ISOLATOR ROWS i L 'A a B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW CONCRETE SLAB g a 4 B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE 8"(200 mm)MIN THICKNESS / -- .- -, -, 0 co a i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY •., +las %�% 12"(300 mm)NYLOPLAST INLINE o ° 0 o ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE 4I �I �I a DRAIN BODY W/SOLID HINGED 8 B.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. FLEXSTORM CATCH IT f � �� � COVER OR GRATE o s a S PART#6212NYFX J �'rl� ` ] . o 0 PART#2712AG06N WITH USE OF OPEN GRATE 1 SOLID COVER: 1299CGC a STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS I `' o w GRATE: 1299CGS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45"(1.1 m)OR MORE IS PREFERREDp � o B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN 6"(250 mm)INSERTA TEE ol 8 Z C. VACUUM STRUCTURE SUMP AS REQUIRED PART#06N12ST451P 6"(150 mm)ADS N-12 Z v °5 INSERTA TEE TO BE CENTERED HDPE PIPE z 4 Z STEP 3) REPLACE ALL COVERS,GRATES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. ON CORRUGATION CREST .II °w VIP- z°11 STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. —Q Z°w w O ❑z J O �(� ¢Z z{� o NOTES MC-4500 CHAMBER '(400.. V SJ 00 V w aw r�, wo ly w 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS ++ ++ w OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. I 1 1 .1 (`� 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. . O♦ear♦ear♦ea ♦ear♦ear♦ear♦ear♦eaP \O �` �XaXaXaXaXaXaXX , ,— o,� Qm O Z J o°a II MC-4500 6" INSPECTION PORT DETAIL 88 NTS w�\. SHEET 0-, 4OF 5 Q INSERTA TEE DETAIL MC-4500 TECHNICAL SPECIFICATIONo NTS NTS DO NOT INSTALL CREST m Tiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii/iiiiiiii STIFFENING RIB CREST III III III INSERTA-TEE AT i111-III III 1 CHAMBER JOINTS WEB Lw 4 II III III VALLEY Z Y STIFFENING RIB (B Q 0 1I11IIIlll II UPPER JOINT CT Z v =1IIIII111111 ?' CORRUGATION = OF 1 111 1 `� C6 a) p U o CONVEYANCE PIPE ��IIiI,I���1I\� �100! lit 1 111 1 1 I Q Q o0MATERIAL MAY VARY H 11 �\ ��''PVC,HDPE,ETC. III III : ���I,�l �,\ ������//11 �k iii411i:l �I�i i!�!i l�i b��� O o a. z ( ) 1111-1 r Dui►II�1��10�,� `�' �:`� ��IIIAi11�Ip, )11 ��� 1! �� 1524 mm N 0171I111111 q ii�i►a 1 ��' H 3 11II .•..• III/ n -loil 59.4„=III jul�iilU �� IQ�I�iij FOOT ( ) (1509 mm) xt o ■�riir . ,Ili i1li�Q I��I��i IT 11VII -.° IIII IIP 111LI�I Q a cc I11-111 1 1 =111- 1 1-11 111=111=1 11=111=111=1�1=1�1=11 1=11 1-1 a-111— A a CONNECTION (X) INSTALLED, 1=iii='1 I III -1 17= n i�iTi i' LOWER JOINT CORR. INSERTA TEE 1-III III„ 11 INSERTA TEE TO BE 100.0"(2540 mm) a BUILD ROW IN THIS DIRECTION 1- 90.2"(2291 mm) -I W INSTALLED,CENTERED z N OVER CORRUGATION 1� z w w w PLACE ADS GEOSYNTHETICS 315 WOVEN O zo CC GEOTEXTILE(CENTERED ON INSERTA-TEE SECTION A-A SIDE VIEW Ell o°w INLET)OVER BEDDING STONE FOR SCOUR w ce PROTECTION AT SIDE INLET CONNECTIONS. 48.3" - = 52.0" uVi OF w GEOTEXTILE MUST EXTEND 6"(150 mm) (1227 mm) (1321 mm) o U& PAST CHAMBER FOOT CHAMBER MAX DIAMETER OF HEIGHT FROM BASE OF INSTALLED INSERTA TEE CHAMBER(X) z 30.7" -z SC-310 6"(150 mm) 4"(100 mm) — (781 mm) Z SC-740 10"(250 mm) 4"(100 mm) I INSTALLED w o i rca Y as DC-780 10"(250 mm) 4"(100 mm) NOMINAL CHAMBER SPECIFICATIONS v OF MC-3500 12"(300 mm) 6"(150 mm) SIZE(W X H X INSTALLED LENGTH) 100.0"X 60.0"X 48.3" (2540 mm X 1524 mm X 1227 mm) l- . '-4 Q ��\ CHAMBER STORAGE 106.5 CUBIC FEET (3.01 m3) o a MC-4500 12"(300 mm) 8"(200 mm) h NOTE: MINIMUM INSTALLED STORAGE* 162.E CUBIC FEET (4.60 m3) i \‘\\) w m PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS. INSERTA TEE FITTINGS AVAILABLE FOR SDR 26,SDR 35,SCH 40 IPS WEIGHT 130.0 lbs. (59.0 kg) > OOCONTACT STORMTECH FOR MORE INFORMATION. GASKETED&SOLVENT WELD,N-12,HP STORM,C-900 OR DUCTILE IRON W oNOMINAL END CAP SPECIFICATIONS WSIZE(W X H X INSTALLED LENGTH) 90.2"X 59.4"X 30.7" (2291 mm X 1509 mm X 781 mm) o Z a MC-SERIES END CAP INSERTION DETAIL END CAP STORAGE 35.7 CUBIC FEET (1.01 m3) w NTS MINIMUM INSTALLED STORAGE* 108.7 CUBIC FEET (3.08 m3) IIIII� ® o o U m WEIGHT 135.0 lbs. (61.2 kg) I35.1" d w W (891 mm) v " l Lj L, STORMTECH END CAP *ASSUMES 12"(305 mm)STONE ABOVE,9"(229 mm)STONE FOUNDATION AND BETWEEN CHAMBERS, 3 o 12"(305 mm)STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE POROSITY.p F 8 0 ° OF 1 o 12"(300 mm) ` 0, a o MIN SEPARATION o STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH"B" 5 9 w Z m rA a STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH"T" L � �o 12"(300 mm)MIN INSERTION / ( o 1 w w /7 `�_ n PART# STUB B C O , 2 ~W fa I 1���'Q�,*),,,���Q1 MC4500REPE06T 6"(150 mm) 42.54"(1.081 m) m 6 g; =- � \ I MC4500REPE06B 0.86"(22 mm)MANIFOLD STUB /'� ,-v ,, MC4500REPE08T 40.50"(1.029 m) o 0 �� �` 8"(200 mm) 0°MANIFOLD HEADER �� ��V -ia, MC4500REPE08B --- 1.01"(26 mm) o w I �0 ^ 1 \i��\'• MC4500REPE10T10 38.37"(975 mm) o co co _ 1 MC4500REPE10B 1.33"(34 mm) > N =�II� 11 ��I\��� ��. �► . m M w 11111 MC4500REPE12T 12"(300 mm) 35.69"(907 mm) Z v �� lif MC4500REPE12B 1.55"(39 mm) O owQI MC4500REPE15T 32.72"(831 mm) --- I� tMZ°MC4500REPE15B 15"(375 mm) --- 1.70"(43 mm) III r _ '� o°� � MANIFOLD HEADER : oO c� MC4500REPE18TC 29.36"(746 mm) I I I I I �� Z� 18"(450 mm) ! ca - 0Dm wMC4500REPE18BC 1.97"(50 mm) /� v x oo Il, , MANIFOLD STUB li B 'lull L N !i, �* MC4500REPE24TC 23.05"(585 mm) a if 24"(600 mm) ai ._1 ' A, = w '.........'.-..-__.•...•<1 4t hs. al I I ,I1 MC4500REPE246C 2.26"(57 mm) w �� MC4500REPE306C 30"(750 mm) --- 2.95"(75 mm) MC4500REPE36BC 36"(900 mm) 3.25"(83 mm) i 12"(300 mm) 12"(300 mm) y MC4500REPE426C 42"(1050 mm) 3.55"(90 mm) % Q �� MIN SEPARATION 1� 1p MIN INSERTION =3 NOTE:ALL DIMENSIONS ARE NOMINAL I,o � Q` m ��II \ o 0 CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE C , F OF 12-24"(300-600 mm)SIZE ON SIZE AND 15-48"(375-1200 mm)ECCENTRIC MANIFOLDS.NOTE:MANIFOLD STUB MUST BE LAID HORIZONTALCUSTOM INVERT LOCATIONS ON THE MC-4500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED IIIIIIIIIII ^ii 'III 6 SHEET FORA PROPER FIT IN END CAP OPENING. FOR PIPE SIZES GREATER THAN 10"(250 mm) `` THE INVERT LOCATION IN COLUMN'B'ARE THE HIGHTEST POSSIBLE FOR THE PIPE SIZE. �V 5 OF 5