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HomeMy WebLinkAboutFile Documents.725 Cemetery Ln.0045-2019-BRES (35) PROJECT INFORMATION �o��ASSIST.�� ❑ 145. ❑ENGINEERED EPM NAME PRODUCT EPM NUMBER y OR MANAGER EPM EMAILSTORTECH StormTech SALES NAME FINSTRUCTIONS, ■r■ • ADS SALES REP SALES NUMBER SALES EMAIL LLLLLL� DOWNLOAD THE ❑ ® INSTALLATION APP PROJECT NO. ADVANCED DRAINAGE SYSTEMS, INC. 725 CEMETARY LANE ASPEN, CO MC-3500 STORMTECH CHAMBER SPECIFICATIONS IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM 1. CHAMBERS SHALL BE STORMTECH MC-3500. 1. STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN,IMPACT-MODIFIED POLYPROPYLENE 2. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". COPOLYMERS. 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP) STORMTECH RECOMMENDS 3 BACKFILL METHODS: CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"CHAMBER CLASSIFICATION 45x76 DESIGNATION SS. • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. 4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS,UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD • BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS,THE STRUCTURAL BACKFILL,AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,SECTION 12.12,ARE MET FOR: 1) 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. LONG-DURATION DEAD LOADS AND 2)SHORT-DURATION LIVE LOADS,BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6. MAINTAIN MINIMUM-9"(230 mm)SPACING BETWEEN THE CHAMBER ROWS. 6. CHAMBERS SHALL BE DESIGNED,TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12"(300 mm)INTO CHAMBER END CAPS. "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 8. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN,CRUSHED,ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF#3 LOAD CONFIGURATIONS SHALL INCLUDE: 1)INSTANTANEOUS(<1 MIN)AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) OR#4. MAXIMUM PERMANENT(75-YR)COVER LOAD AND 3)ALLOWABLE COVER WITH PARKED(1-WEEK) AASHTO DESIGN TRUCK. 7. REQUIREMENTS FOR HANDLING AND INSTALLATION: 9. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING 10. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN STACKING LUGS. ENGINEER. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL,THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". 11. ADS RECOMMENDS THE USE OF"FLEXSTORM CATCH IT"INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT AS DEFINED IN STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN.AND b)TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73°F/23°C),CHAMBERS SHALL BE PRODUCED FROM NOTES FOR CONSTRUCTION EQUIPMENT REFLECTIVE GOLD OR YELLOW COLORS. 1. STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". 8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER,THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE 2. THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED: DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. • NO RUBBER TIRED LOADER,DUMP TRUCK,OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE • THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR WITH THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". DEAD LOAD AND 1.75 FOR LIVE LOAD,THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE"STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE". LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. • THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN 3. FULL 36"(900 mm)OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE 9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. BACKFILL METHOD.ANY CHAMBERS DAMAGED BY USING THE"DUMP AND PUSH"METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. ' Fy CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTIO1 11,6MEN1-.' 02/19/2020 ©2013 ADS,INC. ASPEN BUILDING DEPARTMENT PROPOSED LAYOUT PROPOSED ELEVATIONS *INVERT ABOVE BASE OF CHAMBER ITEM ON i= 14 STORMTECH MC-3500 CHAMBERS MAXIMUM ALLOWABLE GRADE(TOP OF PAVEMENT/UNPAVED): 7890.39 PART TYPE LAYOUT DESCRIPTION I INVERT' MAX FLOW 4 STORMTECH MC-3500 END CAPS MINIMUM ALLOWABLE GRADE(UNPAVED WITH TRAFFIC): 7884.89 24"BOTTOM CORED END CAP/TYP OF ALL 24"BOTTOM CONNECTIONS AND ISOLATOR w Q 1- 12 STONE ABOVE(in) MINIMUM ALLOWABLE GRADE(UNPAVED NO TRAFFIC): 7883.89 PREFABRICATED END CAP A 2.06" W w z `' 19 STONE BELOW(in) MINIMUM ALLOWABLE GRADE(TOP OF RIGID CONCRETE PAVEMENT): 7883.89 - ROWS z 40 %STONE VOID MINIMUM ALLOWABLE GRADE(BASE OF FLEXIBLE PAVEMENT): 7883.89 PREFABRICATED END CAP B 12"TOP CORED END CAP/TYP OF ALL 12"TOP CONNECTIONS 26.40" Q U z INSTALLED SYSTEM VOLUME(CF) TOP OF STONE: 7883.39 PREFABRICATED END CAP C 12"BOTTOM CORED END CAP/TYP OF ALL 12"BOTTOM CONNECTIONS 1.35" J z Y O (PERIMETER STONE INCLUDED) TOP OF MC-3500 CHAMBER: 7882.39 MANIFOLD D 12"X 12"TOP,ADS N-12 26.36" > 0 U S 3284 (COVER STONE INCLUDED) 12"x 12"TOP MANIFOLD INVERT: 7880.84 PIPE CONNECTION E 12"BOTTOM CONNECTION 1.35" U = " (BASE STONE INCLUDED) 24"ISOLATOR ROW INVERT: 7878.82 NYLOPLAST(INLET W/ISO ROW) F 30"DIAMETER(24"SUMP MIN) 2.5 CFS IN_ Z U U o 918 SYSTEM AREA(SF) 12"BOTTOM CONNECTION INVERT: 7878.76 NYLOPLAST(OUTLET) G 30"DIAMETER(DESIGN BY ENGINEER) 2.0 CFS OUT LLI a_ O 150.36 SYSTEM PERIMETER(ft) BOTTOM OF MC-3500 CHAMBER: 7878.64 2 u) cK BOTTOM OF STONE: 7877.06 LU < U o LU � o I- 0) U H H O u' Q fY w U w C' I a c, w W . Z'' z ww O zw 1= 0)0 E o° o iz,- (n .0 w W- a 1O K a FZ Z1 Z Z 12 I wD U CC2 U W tN a aw 18 Wm IU 59.85' D.- fY o a WJ 53.92' .< zW o O zu> o U Ow ; U W pa G k j W. Nw Q ��>1W _ ' • Y 6 =U -co co \ \ z E 030, 0, 8 �wvw�a L oro O6 O w AF — HO ooQ0 L_ oI 0. OH m© O Z H V �z Q N. `N z KZH I<- o w .J O 0z Z O oO ® z 1d aoN ww aN Luw w wF \ ISOLATOR ROW a o( (SEE DETAIL) NOTES of • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER.SEE TECH SHEET#7 FOR MANIFOLD SIZING GUIDANCE. 8. F PLACE MINIMUM 17.50'OF ADS GEOSYNTHETICS 315WTM WOVEN • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS,IT MAY BE NECESSARY TO CUT AND COUPLE €I I' r I c g rl GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. a H I • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY.THE SITE DESIGN ENGINEER 02/1U2 02 0 BED LIMITS IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS.THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. �� • NOT FOR CONSTRUCTION 2 •9_,tN 'BUILDING DEPARTMENT w t- ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS w W w z < AASHTO MATERIAL MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT z CLASSIFICATIONS � o z o FINAL FILL:FILL MATERIAL FOR LAYER'D'STARTS FROM THE U TOP OF THE'C'LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIL/ROCK MATERIALS,NATIVE SOILS,OR PER ENGINEER'S PLANS. PREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED Q o v ° Z Z PAVEMENT OR UNPAVED FINISHED GRADE ABOVE.NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. LU o PAVEMENT SUBBASE MAY BE PART OF THE'D'LAYER 2 cn cK W < AASHTO M1451 0 GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES,<35%FINES OR A-1,A-2-4,A-3 BEGIN COMPACTIONS AFTER 24"(600 mm)OF MATERIAL OVER LU INITIAL FILL:FILL MATERIAL FOR LAYER'C'STARTS FROM THE PROCESSED AGGREGATE. THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN o C TOP OF THE EMBEDMENT STONE('B'LAYER)TO 24"(600 mm) OR 12"(300 mm)MAX LIFTS TO A MIN.95%PROCTOR DENSITY FOR H N ABOVE THE TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIAL AND 95%RELATIVE DENSITY FOR w H SUBBASE MAY BE A PART OF THE'C'LAYER. LAYER. AASHTO M431 PROCESSED AGGREGATE MATERIALS. F p 3,357,4,467,5,56,57,6,67,68,7,78,8,89,9, 10 < cC o a L EMBEDMENT STONE:FILL SURROUNDING THE CHAMBERS < B FROM THE FOUNDATION STONE('A'LAYER)TO THE'C'LAYER CLEAN,CRUSHED,ANGULAR STONE AASHTO M43' 3,4 NO COMPACTION REQUIRED. cK ABOVE. Zo,°Z FOUNDATION STONE:FILL BELOW CHAMBERS FROM THE AASHTO M431 zs O Zw A CLEAN,CRUSHED,ANGULAR STONE PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE. ' c�w SUBGRADE UP TO THE FOOT(BOTTOM)OF THE CHAMBER. 3,4 a E o° w. PLEASE NOTE: co .0 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,ANGULAR NO.4(AASHTO M43)STONE". p 3 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. wo 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 EQUIPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR -z COMPACTION REQUIREMENTS. ZZ 4. 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'OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION. ° = ce wD 0 ce2 w 1 O� 0 aw !r J wm x< ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL PAVEMENT LAYER(DESIGNED w 88 AROUND CLEAN,CRUSHED,ANGULAR STONE IN A&B LAYERS BY SITE DESIGN ENGINEER) f:C o Q W J w k w 1 J ,YAJLNJLA,Y.uJiA Ja 4,IAA&A,IAA J'ili LA I A L.0 4.A ,Y.0 JAI JWu d AL.x Son ALA s.d yd J,,u do ILA&A JAI SW SW SA L x SW 1 g~ w zw \\\\\�\\\,\\\\\\\\\��\\\\ ,\\\\.\��\���\\\����\��\ \\���\\\\\\\�\\\\ \�\\\\\\\ \\\\;.\<: 0B \�. \ .\\ .VE: \,: \� 1 w , \\,,,,,:)„. .),,„, ,,,,,/ ,‘,,,„„ .,,,,), ,,,,,,,,\\ \\ \ \ \ \\ \\ \\ \ \ \ \\\\ \ \\ \ \\ \\\\\O \\ \\ \ \\\\' 'TO BOTTOM OF FLEXIBLE PAVEMENT.FOR UNPAVED \\` .�_. o O z u> \ />\���j ��1��,`q�,„,.„.„„„ ��i)\\)%o s,„ \s4l jij �ij /. yi\: INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, \> 8' S - V 1 18" o — x �� PERIMETER STONE //II //II //II //II //II // //II'///II'///II'///I / II //I //II //II //II //I C II'/ //II'/ //II //II'/ /i INCREASE COVERTO30"F50 mm). 7 (2.4 m) o w o i % (450 mm)MIN* MAX �_ (SEE NOTE 6) _ ,�. �, 3 2 v � b 4 6 �� �. 4 \ t i • 12"(300m )MIN A, = o NQ 1 .\ W r 5 '0 •. i .cam a. •. •.` lh .• •4 T U O � � Illhll B 1. 11 � : �Ilhllhlll I. o ° 3 w N EXCAVATION WALL • •i��;' i I` i�i• �`► 101111111101 , A`I;(I I� 1I}�I,`1 ` t11,11II1I�II,1� 11 EoW1 <„ v: �i// �� •. �q•u► •1� /: �I.u�i 11 �I,�1 (� 45" Nw(CAN BE SLOPED OR VERTICAL) 1 W8,`"•!i`2y!'C/i1 =III .¢ ✓' cill/� � ►``�4.-t` I'II��IUI 0' I'�j'\NOor1l a cKa 1 ��� 1� It4,1111til �►a�l i���i:�,' 11i1D�1�iii� ''I,II II}1i11i�1111q f III (1140 mm) 6 d 4 3o �; -III-I . ,.0 ` 11►IiIlI 1, ■I IU,I,ot" 1 /,.► 1 & - 1iL H' I I , 1, 1 � l��III �l ��I��� l��I I� ��� \� w w 6 aIe =IIIII v , i .,, ,r ° z- �, i Ail 1 d16 -1 1 i D IIIIII -u-III_ At 1=1I1-111 -111E111E11 •- •� -'"• :•cam` 8 <o 111 111 1 1 11 111 1=111 111 1 111 111 111 11 111 111 111 111 1 111 111 111 111 111 111 111 111 111 1 111E111 11 11 111 111 111 111 111 111 111-III 1 11 L DEPTH OF STONE TO BE DETERMINED U °,z 111111111=111111— 11 111 '1 1111111 111 1 11 1 11111 1 11 11- 1 I 1 '1-11 1 I 1-1 11-1 1 1-1 11-1 11-1 1 11 111111111111= 1 1 1111111111111111111=111 =1 1- ( ) III III- 1111 11111II 11III-III-III-1' IIIIIIIIIIIIIIIIIIIII11 BY SITE DESIGN ENGINEER 9"(230 mm)MIN ww III_ MC-3500 III—I I11 I111 111111111111111 I11111111I l I I111 11 1 =III=III_ I 1n III1 I- 6" 150 mm MIN =III—I I- -III- "' 6 77"(1950 mm) - — 12"(300 mm)MIN j r9 °< END CAP SUBGRADE SOILS (150 mm)MIN y z 1- mcsi ax (SEE NOTE 4) Q=co N z NOTES: D Ow �oM �° IY< o w 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a,"STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"CHAMBER CLASSIFICATION o_1 a z w 45x76 DESIGNATION SS. _ z 3 2. MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". o a S 3. 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 CONSIDERATION .w a, ww FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. wx mI— 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. /4 a .I- 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: �1 is Pr:' _ • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING,CHAMBERS SHALL HAVE INTEGRAL,INTERLOCKING STACKING LUGS. €1 i 'e41/ ®-F • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL,THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". _ T1) xw H K • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION,a)THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. 02/1W O2 O AND b)TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES(ABOVE 73°F/23°C),CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. 3AgtN6 BUILDING DEPARTMENT w H a OPTIONAL INSPECTION PORT 2 w COVER PIPE CONNECTION TO END CAP WITH ADS u- Q ' GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE MC-3500 CHAMBER z w Z MC-3500 END CAP J . 0w Y U S STORMTECH HIGHLY RECOMMENDS = w FLEXSTORMP REIN INSERTS IN ANY UPSTREAM :•44: I I/Il- o/: /:o/C . . : . . .\/.o/: /:o/.\/.o/.\/.\/.\/.o/.o/.o /:o/:o/:o/.o/.o/.\ :o/.o/.o/.o/'o/:o/.o, z U S S U S .:4a::`•0.'.40':2.4. ,/.,/.,/.,/ ,/.,/., Q .:4..4 o49, I ,/II.// .nu nu.nu.nu.nu.nu.nu.nu.nu.nu.nu.nu.nu.n .nII.nll.nu.nu.nu.nu.nu.nu.n, .nu.nu.nu.nu.nu.nu nu.nu.nu.nll.nll.nll.nu< Z U o `•44ii. �•4i 4�i '�9�4�0 STRUCTURES WITH OPEN GRATES — - 5••4.•4.• ••;4°••5:`•44,4 vno,n.:\no,no,no,no,no,no,no,no,no,no,no,no,no,n ,no,no,no,no,no,no,no,no,n.: no,no,no,no,no,no,-//I( =' +vnSvnSvnSvno,no,n ,no,no,- w v4r:i4a•44444r•4.0..�.:•44.4` lii=/up/up/up=/up/up/up/up/up/up=/up=/up/up=/up/up/up/up/up/up/up/up/up/up=/up=/up=/u up=/up=/up/up=/up=/up/up/uT�' -- "{Ip/up/up/up/up/uT up_/up_/uj w � o L4 .4 444r44g4r44O@44Q444.4. \ \ \ \ \ \ \ \ \ \ \ - c 4.. ..r•444•44�•4r�•4r O.4 44 //J ///I i J,=II ///I,=I,//J ///I�=I,// ///I =Il /I .,/, =I //J ///I,,///I -=I,//J ///I //���,/ ,///I,///I,///I,///I =I ///I,///II= ///,,///I,,//J\�///14 / 14,-2�I-/��I C < 0 `4..or as`vor.404,440,:rokQ I,=„II/=. 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LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL) M o A.5. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2. IF NOT,PROCEED TO STEP 3. 8 Lij `A w o B. ALL ISOLATOR ROWS 6 ` 0 K Q B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW 0 =o 0 B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE o Er,w gg i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY 6 °o 0 z 3 ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE _ ,A B.3. IF SEDIMENT IS AT,OR ABOVE,3"(80 mm)PROCEED TO STEP 2. IF NOT,PROCEED TO STEP 3. 8 a o ow STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS o= A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45"(1.1 m)OR MORE IS PREFERRED 0 o, co B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN J o a$ C. VACUUM STRUCTURE SUMP AS REQUIRED m h O w Q i N. N STEP 3) REPLACE ALL COVERS,GRATES,FILTERS,AND LIDS;RECORD OBSERVATIONS AND ACTIONS. w O' °o D 0 A z H CC 1:2 cr STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. I-Q. o Z o O eig Z NOTES ® Qw ao , IT.1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS F, Z N OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. N 33 co 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. a z o �'��_- i1 is� i; =w 02/]4U,2020 4AgtN6 BUILDING DEPARTMENT W F MC-3500 TECHNICAL SPECIFICATION NTS w Q F VALLEY 86.0"(2184 mm) W w z - STIFFENING RIB CREST INSTALLED Z Q o CREST WEB J z Y @��'/I jttj \j \j \J _ >- 0STIFFENING RIB Id) IJip =LOWER JOINTCORRUGATION QWIAw ¢ aUVLU 1'1'111 \ NFOOT H11111 in M HI hL LLI 3UPPER JOINT CORRUGATIONo a CD BUILD ROW IN THIS DIRECTION b ,��i 4 ' v Y Y4 I jiA) � I 2CD jc' 90.0"(2286 mm) z Z W Ir ACTUAL LENGTH O W H 0,, w E ow 45.0" 45.0" I 22.2" 0 w cc (1143 mm) (1143 mm) (564 mm) — w Lull; INSTALLED cc asw a 0 >Z �W (1905 mm) 1.r:r,t.'11,���� F NOMINAL CHAMBER SPECIFICATIONS �\�' B'off SIZE(W X H X INSTALLED LENGTH) 77.0"X 45.0"X 86.0" (1956 mm X 1143 mm X 2184 mm) % o a W CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m3) C 0 II II a MINIMUM INSTALLED STORAGE* 175.0 CUBIC FEET (4.96 m3) III w �a WEIGHT 134 lbs. (60.8 kg) o NOMINAL END CAP SPECIFICATIONS 25 7 ct W MC-SERIES END CAP INSERTION DETAIL SIZE(W X H X INSTALLED LENGTH) 75.0"X 45.0"X 22.2" (1905 mm X 1143 mm X 564 mm) '�II (653 mm) ® 0 2 WM NTS END CAP STORAGE 14.9 CUBIC FEET (0.42 m3) r o ° Pc MINIMUM INSTALLED STORAGE* 45.1 CUBIC FEET (1.28 m3) l) w o W WEIGHT 49 lbs. (22.2 kg) i� 3 o STORMTECH END CAP a o N *ASSUMES 12"(305 mm)STONE ABOVE,9"(229 mm)STONE FOUNDATION,6"SPACING BETWEEN 8 " F o CHAMBERS,6"(152 mm)STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE POROSITY s °W 12"(300 mm) + pliprill 1 M — oMIN SEPARATION j� E - Ei LoSTUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH"B" �' L " 4 sa 12"(300 mm)MIN INSERTION STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH"T" Bill CD - -0I I�-- END CAPS WITH A WELDED CROWN PLATE END WITH"C" liji a o I W W �I 1�i ��1L�1\1� �� END CAPS WITH A PREFABRICATED WELDED STUB END WITH W o y Z �_ �1 1'i�n \1 11�• "A'i NF \r �� III ' PART# STUB B C ,. o �oMANIFOLD STUB r s ,\N\31�, MC3500IEPPO6T 33.21"(844 mm) --- / -; °O �� �� ,I ��\ 6"(150mm) oa �� 1 \\ MC35001EPP06B 0.66"(17 mm) jWMANIFOLD HEADER IIA�� ��� �� �� ���� '��� �\��� i�t MC3500IEPPO8B MC3500IEPPO8T 8"(200 mm) 31.16"(791 mm) 0.81"(21 mm) �� m M ZI in co >N a 4 iii Ow MC3500IEPP10T10 250mm 29.04 (738mm) C lifMC3500IEPP10B ( ) (70.93"(24 mm).iiiii0!? If w MC3500IEPP12T26.36"(670 mm)12"(300mm)MC35001EPP12B 1.35"(34 mm)MANIFOLD HEADER MC35001EPP15T23.39"(594 mm) CUSTOM PRECOARE15 (375mm)MC35001EPP15B 1.50"(38 mm) AVAILABLE UPON REQUEST.MANIFOLD STUB �0 MC35001EPP18TC VENTORIED MANIFOLDS INCLUDE <U • _ ��� MC3500IEPP18TW 20.03"(509 mm) 12-24"(300 600 mm)SIZE ON SIZE a F 18"(450 mm) AND 15-48"(375-1200 mm) P, Z N MC35001EPP18BC ECCENTRIC MANIFOLDS.CUSTOM N W= MC3500IEPP18BW 1.77"(45 mm) INVERT LOCATIONS ON THE MC-3500 co m~ 12"(300 mm) 12"(300 mm) =LL ¢o MIN SEPARATION MC3500IEPP24TC END CAP CUT IN THE FIELD ARE NOT o MIN INSERTION 14.48"(368 mm) -- RECOMMENDED FOR PIPE SIZES MC3500IEPP24TW 24"(600 mm) REIVEt MC3500IEPP24BC GREATER THAN 10"(250 mm).THE MC3500IEPP24BW --- 2.06"(52 mm) INVERT LOCATION IN COLUMN'B' T 2 ARE THE HIGHEST POSSIBLE FOR /� � NOTE:MANIFOLD STUB MUST BE LAID HORIZONTAL MC3500IEPP3OBC 30"(750 mm) --- 2.75"(70 mm) THE PIPE SIZE. 02 02 0 FOR A PROPER FIT IN END CAP OPENING. NOTE:ALL DIMENSIONS ARE NOMINAL 5AN6 BUILDING DEPARTMENT W F Q F U NYLOPLAST DRAIN BASIN W u_ a NTS Z w z F Q w o -J w INTEGRATED DUCTILE IRON >- 0 0 FRAME&GRATE/SOLID TO g w MATCH BASIN O.D. Q Z O 0 oO � " O E 18 (457 mm) W < Q� MIN WIDTH 0 O Z AASHTO H-20 CONCRETE SLAB 0 ® 8"(203 mm)MIN THICKNESS w 1- w - W 12"(610 mm)MIN (0- II Q ° (FOR AASHTO H-20) TRAFFIC LOADS:CONCRETE DIMENSIONS o a ARE FOR GUIDELINE PUPOSES ONLY. a x ACTUAL CONCRETE SLAB MUST BE 'o INVERT ACCORDING TO DESIGNED GIVING CONSIDERATION FOR W LOCAL SOIL CONDITIONS,TRAFFIC LOADING z PLANS/TAKE OFF \, ,� &OTHER APPLICABLE DESIGN FACTORS O z W / ADAPTER ANGLES VARIABLE 0°-360° w W a >>�� / \ - ACCORDING TO PLANS wW w �� " �.l�{ VARIABLE SUMP DEPTH: I ,�y� '� ' ACCORDING TO PLANS WN �.� �,� [6"(152 mm)MIN ON 8 24"(200-600 mm), Z z 1 8lI 10 (254 mm)MIN ON 30"(750 mm)] WJ LL7 0� _ cc C° VARIOUS TYPES OF INLET AND •�•�.'. 4"(102 mm)MIN ON 8-24"(200-600 mm) W N OUTLET ADAPTERS AVAILABLE: C 6"(152 mm)MIN ON 30"(750 mm) &g 4-30"(100-750 mm)FOR 4 o 0 3 \r w m CORRUGATED HDPE xQ O\� 0 a o¢ WATERTIGHT JOINT BACKFILL MATERIAL BELOW AND TO SIDES — W D. (CORRUGATED HDPE SHOWN) A OF STRUCTURE SHALL BE ASTM D2321 MI CLASS I OR II CRUSHED STONE OR GRAVEL >�,COv 0, q z W AND BE PLACED UNIFORMLY IN 12"(305 mm) Q_.N N ZQM p•) N LUM LIFTS AND COMPACTED TO MIN OF 90% o o Cr)O o w o u�-•e >.vvC ILL' M OLL Z x =Q Q 3r U M COa LL FO LL O Z< NOTES ztt U¢ W t Q 0 0 1. 8-30"(200-750 mm)GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 II GRADE 70-50-05 W W2. 12-30"(300-750 mm)FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 Oa< � 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS Z O 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 t (' FOR CORRUGATED HDPE(ADS&HANCOR DUAL WALL)&SDR 35 PVC X-1 °a 5. FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM o W 6. TO ORDER CALL: 800-821-6710 0 1 'O J N a= O A PART # GRATE/SOLID COVER OPTIONS z= pN 8" PEDESTRIAN LIGHT STANDARD LIGHT w 0 20 2808AG SOLID LIGHT DUTY (200 mm) DUTY DUTY M LtCCM zF 10" 2810AG PEDESTRIAN LIGHT STANDARD LIGHT SOLID LIGHT DUTY ~o<o W (250 mm) DUTY DUTY m J 00 a W 7=� m 12" PEDESTRIAN STANDARD AASHTO SOLID 0 N 2812AG (300 mm) AASHTO H-10 H-20 AASHTO H-20 W o 15" PEDESTRIAN STANDARD AASHTO SOLID g a y (375 mm) 2815AG AASHTO H-10 H-20 AASHTO H-20 m F 18" PEDESTRIAN STANDARD AASHTO SOLID (450 mm) 2818AG AASHTO H-10 H-20 AASHTO H-20 i co L, 24" 2824AG PEDESTRIAN STANDARD AASHTO SOLID 1EIVEIL' (600 mm) AASHTO H-10 H-20 AASHTO H-20 30" 2830AG PEDESTRIAN STANDARD AASHTO SOLID Q 2 � �0 2 0 (750 mm) AASHTO H-20 H-20 AASHTO H-20 6AgtN6 ,UILDING DEPARTMENT 0 RECEIVED 02/19/2020 Z. ASPEN BUILDING DEPARTMENT