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Home My WebLink AboutSW6231002_Plansheet - SCM Detail_20240805 (8) C D E I\\` // ( i / 1.25/oe 1303-CB vJ 15"HPPP — �\�j (U \ / > � / / LI:z (A/\ L N 28.42 LF _ � 15"HPPP � � ( / X � —� / // \` 3 � @ 1.06% ; ° 325 ✓ l �/ 1— \ 2� V1 — z / — / i / I ` \� � �U-11 \ � ,,� �' A —\��' IIII � / / -� I � � �i3o2-cB 1301cB L o 14 �w - - - - - - - \ \ — � \ `\ \ \ —3� LAU ate) / 158.24 LF °a / SCM 12-7x13 FILTERRA FTBSV SCM MAINTENANCE&' \ ! 34.95 LF i J \ \ U � / //— \ RIM 382.00 ACCESS EASEMENT %/II / / // < / I // /@ 4.23°P 18"HPPP ' — �� \ / o� INV.IN 379.50 / / \ \ I _ INV.OUT 377.00 \ \ 33.35 LF 6"PVC @ 1.80% / / IL 4.. /j SCM MAINTENANCE& \ \ \ \ O 26.57 LF / / / / \ e \ l ACCESS EASEMENT \ I\\ \ \ ,Lj 385 15"HPPP\ / / — \ \ rl @ 4.14% ° 76.90 LF 6"PVC @ 0.46% \ I 25.11 LF 6"PVC @ 1.99% \ \ cn I L. l N 1202' SCM 13-8x16 FILTERRA FTBSV RIM 320.50 6.04 LF 6"PVC @ 0.83% \ \ \ \ \ \\ \� / / / \ INV.IN 318.00 � — 'INV.OUT 315.50 \ \ I ° 1 CB-1201 \ \ \ \ \ I I / / 1511AF H96/° `ill \ \ \ — ° AF 4 33.06LF ° \ \ 1 \ I I I I I \ \L,\!"/ 15"HPPP I @ 1.06% \\ I SS � \ \ \ \ \ I I I 1 \ \ \ / \ \ \ V I CB-1203- - - - - - \ ss \ ss \ I \ \ \ \ \M \\ \ \ I I I I I II \ I '� \ — — I iL ` \ v % \\ H 04 SS I 29.00 LF \ \ I \IO \ ) l l I I \\ \ \ \ \ L tI.o 15"HPPP CB-1204 W �D I @1.03% \ \ \ I / / \ \ \ \ \� � \ \ \� J \ \ \ \ — \ \ \ \ LLJ� < C4 w � Ln _ v/— \A/^ . a SCM 12 FILTERRA PLAN VIEW SCM 13 FILTERRA PLAN VIEW w 00 W FILTERRA® BIOSCAPE BIORETENTION SYSTEM STANDARD SPECS 1.8.1. MANUFACTURER OR AUTHORIZED SUPPLIER SHALL SUBMIT SITE PREPARATION AND INSTALLATION — INSTRUCTIONS TO THE CONTRACTOR. 1.1. GENERAL 1.8.2. MANUFACTURER OR AUTHORIZED SUPPLIER SHALL SUBMIT OPERATIONS AND MAINTENANCE 1.2. THIS ITEM SHALL GOVERN THE FURNISHING AND INSTALLATION OF THE FILTERRAR BIOSCAPE MANUAL TO THE CONTRACTOR. BIORETENTION SYSTEM BY CONTECH ENGINEERED SOLUTIONS LLC, COMPLETE AND OPERABLE AS 1.8.3. BEFORE INSTALLATION OF THE BIORETENTION SYSTEM,CONTRACTOR SHALL OBTAIN THE WRITTEN } SHOWN AND AS SPECIFIED HEREIN, IN ACCORDANCE WITH THE REQUIREMENTS OF THE PLANS ANDAPPROVAL OF THE ENGINEER OF RECORD FOR THE SYSTEM DRAWINGS. ~ CONTRACT DOCUMENTS. Z 1.9. NO PRODUCT SUBSTITUTIONS SHALL BE ACCEPTED UNLESS SUBMITTED 10 DAYS PRIOR TO PROJECT Z) 1.3. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS,EQUIPMENT AND INCIDENTALS NECESSARY TO BID DATE, OR AS DIRECTED BY THE ENGINEER OF RECORD. SUBMISSIONS FOR SUBSTITUTIONS INSTALL AND/OR PREPARE THE SITE FOR PLACEMENT OF THE BIORETENTION SYSTEM, REQUIRE REVIEW AND APPROVAL BY THE ENGINEER OF RECORD, FOR HYDRAULIC PERFORMANCE, O APPURTENANCES AND INCIDENTALS IN ACCORDANCE WITH THE DRAWINGS AND AS SPECIFIED IMPACT TO PROJECT DESIGNS, EQUIVALENT TREATMENT PERFORMANCE, AND ANY REQUIRED HEREIN. PROJECT PLAN AND REPORT(HYDROLOGY/HYDRAULIC,WATER QUALITY, STORMWATER POLLUTION) LLJ 1.4. BIORETENTION SYSTEM SHALL UTILIZE THE PHYSICAL, CHEMICAL AND BIOLOGICAL MECHANISMS OF MODIFICATIONS THAT WOULD BE REQUIRED BY THE APPROVING JURISDICTIONS/AGENCIES. O 0S � AN ENGINEERED BIOFILTRATION MEDIA, PLANT AND MICROBE COMPLEX TO REMOVE POLLUTANTS LL CONTRACTOR TO COORDINATE WITH THE ENGINEER OF RECORD ANY APPLICABLE MODIFICATIONS Q TYPICALLY FOUND IN URBAN STORMWATER RUNOFF. THE TREATMENT SYSTEM SHALL BE A FULLY TO THE PROJECT ESTIMATES OF COST, BONDING AMOUNT DETERMINATIONS, PLAN CHECK FEES FOR Z (� _ EQUIPPED, PRE-CONSTRUCTED, DROP-IN-PLACE UNIT DESIGNED FOR APPLICATIONS IN THE URBAN CHANGES TO APPROVED DOCUMENTS,AND/OR ANY OTHER REGULATORY REQUIREMENTS RESULTING M LANDSCAPE TO TREAT CONTAMINATED RUNOFF FROM IMPERVIOUS SURFACES. FROM THE PRODUCT SUBSTITUTION. Q W z 1.5. BIORETENTION PLANTS SHALL BE INCORPORATED INTO THE SYSTEM WITH PLANT MATERIAL 2.0. MATERIALS 0 z t^ J EXTENDING INTO THE TREATMENT ZONE OF THE ENGINEERED MEDIA AT TIME OF ACTIVATION. 2.1. ALL SYSTEM COMPONENTS INCLUDING ENGINEERED BIOFILTRATION MEDIA, UNDERDRAIN STONE, v• 0 1.6. THE BIORETENTION SYSTEM SHALL BE OF A TYPE THAT HAS BEEN INSTALLED AND IN USE FOR A PVC UNDERDRAIN PIPING, AND MULCH MUST BE INCLUDED AS PART OF THE BIORETENTION SYSTEM O_ � t�/� Q MINIMUM OF FIVE(5)CONSECUTIVE YEARS PRECEDING THE DATE OF INSTALLATION OF THE SYSTEM. AND SHALL BE PROVIDED BY CONTECH ENGINEERED SOLUTIONS LLC. p a CU THE MANUFACTURER SHALL HAVE BEEN, DURING THE SAME CONSECUTIVE FIVE (5) YEAR PERIOD, 211 ENGINEERED BIOFILTRATION MEDIA SHALL CONSIST OF BOTH ORGANIC AND INORGANIC =) W = ENGAGED IN THE ENGINEERING DESIGN AND PRODUCTION OF SYSTEMS DEPLOYED FOR THE 13� .^ I-_ COMPONENTS. STORMWATER SHALL BE DIRECTED TO FLOW VERTICALLY THROUGH THE MEDIA TREATMENT OF STORM WATER RUNOFF AND WHICH HAVE A HISTORY OF SUCCESSFUL PRODUCTION, Z O ACCEPTABLE TO THE ENGINEER OF RECORD AND/OR THE APPROVING JURISDICTION. THE PROFILE,SATURATING THE FULL MEDIA PROFILE WITHOUT DOWNSTREAM FLOW CONTROL. MANUFACTURER OF THE FILTERRA BIOSCAPE BIORETENTION SYSTEM SHALL BE, WITHOUT 2.1.2. UNDERDRAIN STONE SHALL BE OF SIZE AND SHAPE TO PROVIDE ADEQUATE BRIDGING BETWEEN U Z EXCEPTION: THE MEDIA AND STONE FOR THE PREVENTION OF MIGRATION OF FINE PARTICLES. UNDERDRAIN 0 CONTECH ENGINEERED SOLUTIONS LLC STONE MUST ALSO BE ABLE TO CONVEY THE DESIGN FLOW RATE OF THE SYSTEM WITHOUT RESTRICTION AND BE APPROVED FOR USE IN THE FILTERRA BIOSCAPE BIORETENTION SYSTEM BY V) 9100 CENTRE POINTE DRIVE CONTECH ENGINEERED SOLUTIONS LLC. z WEST CHESTER,OH,45069 J TEL:1800 338 1122 2.1.3. PVC UNDERDRAIN PIPING SHALL BE SDR35 WITH PERFORATION PATTERN DESIGNED TO CONVEY J SYSTEM DESIGN FLOW RATE WITHOUT RESTRICTION. O 1.7. APPLICABLE PROVISIONS OF ANY DIVISION SHALL GOVERN WORK IN THIS SECTION. 2.1.4. MULCH SHALL BE DOUBLE SHREDDED WOOD OR BARK MULCH APPROVED FOR USE WITH THE 1.8. MANUFACTURER OR AUTHORIZED SUPPLIER TO SUBMIT SHOP DRAWINGS FOR BIORETENTION FILTERRA BIOSCAPE BIORETENTION SYSTEM BY CONTECH ENGINEERED SOLUTIONS LLC. SYSTEM WITH ENGINEERED BIOFILTRATION MEDIA AND ACCESSORY EQUIPMENT. DRAWINGS SHALL 2.2_ VEGETATION SHALL BE PROVIDED BY THE CONTRACTOR AND COMPLY WITH THE TYPE AND SIZE INCLUDE PRINCIPAL DIMENSIONS, ENGINEERED BIOFILTRATION MEDIA PLACEMENT, AND LOCATION REQUIRED BY THE SITE PLANS AND SHALL BE ALIVE AND FREE OF OBVIOUS SIGNS OF DISEASE. _ OF PIPING. Docusigned by 2.3. FILTERRA BIOSCAPE CONTAINMENT BASIN OR STRUCTURE SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE ENGINEER OF RECORD SITE PLANS. 3.0. PERFORMANCE 9E86o,g-,F c\9C,a0000 0�/°Oo° DIMENSIONS PRECEDED BY" "ARE CRITICAL AND MAY NOT BE MODIFIED WITHOUT CONSULTING CONTECH 3.1. TREATMENT CAPABILITIES SHALL BE VERIFIED VIA THIRD-PARTY REPORT FOLLOWING EITHER TAPE OR 0,° �ESS/0 o°o�G 0 18"GI INLET(CAST-IN) TARP PROTOCOLS. at, Q- by o� o CURB AND GUTTER I 3.1.1. ENGINEERED BIOFILTRATION MEDIA MINIMUM TREATMENT FLOW RATE SHALL BE 140"/HR. THE 0 SEAL o e VAULT LENGTH ENERGY DISSIPATION ROCKS (NOT BY CONTECH) e UNDERDRAIN FLOWKIT PLANT(NOT BY CONTECH) N SEE FILTERRA BIOSCAPE VAULT CURB SYSTEM SHALL BE DESIGNED TO ENSURE THAT HIGH FLOW EVENTS SHALL BYPASS THE e o 049066 o 0 INLET SHAPING INLET DETAIL SHEET ENGINEERED BIOFILTRATION MEDIA PREVENTING EROSION AND RESUSPENSION OF POLLUTANTS. o o � o 0 _ (NOT BY CONTECH) STREET 0o`Pip 000NG INE�'oo° a m A A 3.1.2. THE SYSTEM SHALL REMOVE A MINIMUM OF 85%TOTAL SUSPENDED SOLIDS(TSS). 9 000pppppp000 SDR 35 OUTLET COUPLING CAST ^a '� ° oO00 0 O N J. .,tt° x INTO PRECAST VAULT WALL vo \, 3.1.3. THE SYSTEM SHALL REMOVE A MINIMUM OF 62/TOTAL PHOSPHORUS(TP). a p OUTLET PIPE LOCATION MAY VARY) �~ l �� r� 0O00p00000600000 7/2/2 0 2 4 a 3 -------------- I ( vO 4 Z I 3.1.4. THE SYSTEM SHALL REMOVE A MINIMUM OF 34%TOTAL NITROGEN(TN). in J m Z i° I N ; I 4'CURBINLET(MAX) — , " i 3.2. QUALITY ASSURANCE AND QUALITY CONTROL PROCEDURES SHALL BE FOLLOWED FOR ALL BATCHES — REFER TO OTHER I N OF ENGINEERED BIOFILTRATION MEDIA PRODUCED. ENGINEERED BIOFILTRATION MEDIA SHALL BE l o DETAILS FOR 0 10 20 /1 a ALTERNATE INLETS CERTIFIED BYTHE MANUFACTURER FOR PERFORMANCE AND COMPOSITION. w_ E CURB SECTION A-A J i 3.2.1. MEDIA PARTICLE SIZE DISTRIBUTION AND COMPOSITION SHALL BE VERIFIED AS PER RELEVANT SCALE:1 inch=20 ft.H m' (NOT BY CONTECH) GREEN INFRASTRUCTURE(GI)INLET-TOP FLUSH WITH TOP OF 1 inch=2 ft.V PLAN VIEW ASTM STANDARDS. S v CURB,NOT INTENDED FOR SIDEWALK APPLICATIONS O a GALVANIZED ANGLE NOSING O a I 3.2.2. MEDIA POLLUTANT REMOVAL PERFORMANCE SHALL BE VERIFIED AS PER RELEVANT ASTM INITIAL PLAN DATE:09/20/2023 FTBSV I FTBSV-I I STANDARDS AS WELL AS A MINIMUM OF ONE SCIENTIFIC METHOD APPROVED BY THE USEPA. PLANT(NOT BY CONTECH) CURB AND GUTTER a I I REVISIONS: (NOT BY CONTECH) ?w P�ANr(NOT BY CONTECH) SLOTTED THROAT INLET-TOP EXTENDS 4" I GREEN INFRASTRUCTURE INLET-TOP FLUSH I SIDEWALK ELEVATION SEE FILTERRA BIOSCAPE VAULT z I I 3.2.3. MEDIA HYDRAULIC PERFORMANCE SHALL BE VERIFIED AS PER RELEVANT ASTM STANDARDS. 1-05/15/2024 a _ � ur ENERGY DISSIPATION ROCKS ABOVE CURB FOR ADJACENT SIDEWALKS WITH TOP OF CURB,NOT INTENDED FOR w IF APPLICABLE CURB INLET DETAIL SHEET �m AT EACH INLET SIDEWALK APPLICATIONS REVISED PLANS PER REVIEW COMMENTS o p p 3.2.4. MEDIA FERTILITY SHALL BE VERIFIED AS PER A MINIMUM OF ONE PUBLISHED SCIENTIFIC METHOD. a o 0 3.3. THE MANUFACTURER SHALL ENSURE THROUGH THIRD PARTY FULL SCALE FIELD TESTING OF z = INSTALLED UNITS THAT THE DESIGN FLOW RATE OF THE SYSTEM IS NOT REDUCED OVER TIME. a _ _ - a v 4 ENERGY DISSIPATIONSTEET q a� STUDIES SHALL BE PERFORMED ON A MINIMUM OF 10 SYSTEMS OF VARIOUS AGES, MAINTENANCE N ROCKS i� �OF i ALTERNATE INLET OPENING O FREQUENCIES,AND LAND USES. AT LEAST 80%OF THE TESTED SYSTEMS SHALL HAVE BEEN INSTALLED u LL 2"0 IRRIGATION PORT, 3"MULCH LAYER,TYP. N i LL I y1 ° O TYP.3PLACES PROVIDED BY CONTECH — o i �J 2.5 OR MORE YEARS. AT LEAST 50/ F THE SYSTEMS SHALL HAVE PREVIOUS MAINTENANCE o I �/ INTERVALS GREATER THAN 2 TIMES THE MANUFACTURER'S RECOMMENDATION. a a 6"UNDERDRAIN 4"0-6"OUNDERDRAIN SECTION A-A < ( I ``��-'�// 4.0. EXECUTION u < STONE LAYER,TYP. FLOWKIT(VARIES BY SIZE) rn O PROVIDED BY SECTION A-A PROVIDEDBYCONTECH O I i' �\ I 'T�� BASIN-CURB INLET OR PIPE INLETS OPTIONAL ? ' I (1 4.1. CONTRACTOR TO PREPARE SITE FOR INSTALLATION OF THE FILTERRA BIOSCAPE BIORETENTION m SLOTTED THROAT INLET m `L 21'FILTERRA MEDIA,TYP. PROVIDED BY CONTECH SYSTEM AS PER THE"FILTERRA BIOSCAPE ACTIVATION GUIDE FOR CONTRACTORS" PROVIDED BY THE sw INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE FTBSV CONFIGURATION (� 41 MANUFACTURER. (OPTIONS:BASIN"-B",GREEN INFRASTRUCTURE INLET"-I",PIPE INLET"-P",SLOTTED THROAT INLET"-T") m I 1 I .1. EXCAVATION OF BASIN OR INSTALLATION OF CAST IN PLACE VAULT FOR THE PLACEMENT OF 3 PLANT(NOT BY CONTECH) m V L VAULT MEDIA ENERGY DISSIPATION ROCKS SYSTEM COMPONENTS SHALL BE COMPLETED BY CONTRACTOR LONG SIDE INLET SHORT SIDE INLET OUTLET MIN.NO.OF INLET N _j N SIZE AREA AVAILABILITY a AT EACH INLET o (L x W) (SF) DESIG./PART NO- DESIG./PART NO. PIPE DIA PIPES(-P ONLY) ; 6"O MAX SDR 35 0 �' 4.1.2. INLET AND OUTLET PIPES SHALL BE PROVIDED TO THE EDGE OF THE EXTENTS OF THE ENGINEERED v m ? ~ INLET COUPLER m I MEDIA FOR CONNECTION OF UNDERDRAIN DURING SYSTEM INSTALLATION BY CONTRACTOR. m N 4 x 4 16 FTBSV0404 FTBSVO404 ALL 4"SDR 35 1 (CAST-IN) ai I 6 x 4 24 FTBSV0604 FTBSVO406 ALL 4"SDR 35 1 I m cW ALL I 4.1.3. ALL BYPASS STRUCTURES, PIPING, OR OTHER MECHANISMS SHOULD BE INSTALLED AND IN PLACE p 8 x 4 32 FT FTBSV0408 4'SDR 35 1 J; p I n o a EXCEPT DE,MD,NJ,PgVA,WV) _a a I BY CONTRACTOR PRIOR TO FILTERRA BIOSCAPE SYSTEM ACTIVATION. p' z PA NJ MD, , ,VA WV iv O I 7.83 x 4.5 35 FTBSV078045 FTBSV045078 DE, 4"SDR 35 1 I I 4.2. THE BIORETENTION SYSTEM SHALL NOT BE PLACED IN OPERATION (ACTIVATED) UNTIL THE PROJECT L o Z sxs 36 FTBSV0606 FTBsvosos AL q^SDR 35 1 w Z I I (EXCEPTX) SITE IS CLEAN AND STABILIZED (CONSTRUCTION EROSION CONTROL MEASURES NO LONGER ( 3 N t+) 3 I v o sxs 48 FTBSV0806 FTBSVO606 ALL 4"SDR 35 1 0 0 I i REQUIRED). THE PROJECT SITE INCLUDES ANY SURFACE THAT CONTRIBUTES STORM DRAINAGE TO of 10 x 6 60 FTBSV1006 FTBSV0610 ALL 6"SDR 35 2 I I = mm EXCEPT CA,TX) mm I I THE SYSTEM. ALL IMPERMEABLE SURFACES SHALL BE CLEAN AND FREE OF DIRT AND DEBRIS. ALL 8x8 64 FTBSVO808 FTBSV0808 CA,TX ONLY 6"SDR 35 z CATCH BASINS,MANHOLES AND PIPES SHALL BE FREE OF DIRT AND SEDIMENT. m m 12x6 72 FTBSV1206 FTBSV0612 ALL 6"SDR35 2 SECTION A-A m FTBSV- B I J WR JOB NUMBER 02190647 (EXCEPTTX) PIPE INLET FTBSV-P -r, BASIN-CURB INLET OR PIPE INLET OPTIONAL 4.3. ACTIVATION CONSISTS OF THE PLACEMENT OF ALL SYSTEM COMPONENTS IDENTIFIED IN SECTION 2. DRN:WR DGN:WR CKD:WR 10 x 8 80 FTBSV1008 FTBSV0610 CA,TX ONLY 6"SDR 35 2 �/ m AS WITH ALL OPEN TOP BIORETENTION SYSTEMS,FILTERRA BIOSCAPE IS OPEN TO THE ATMOSPHERE WITH A MEDIA w PIPE INLET �,�" ALL J ACTIVATION MUST BE PROVIDED BY THE CONTRACTOR UNDER SUPERVISION BY CONTECH 13x7 91 FTBSV1307 FTBSV0713 6"SDR35 2 �filterra ��- (ExcEPrcA,Tx) SURFACE RECESSED BELOW FINISHED GRADE. CONTRACTOR OR OWNER IS RESPONSIBLE FOR PROVIDING ANY I �� 12x8 96 FTBSV1208 FTBSVO812 CA,TX ONLY 6"SDR35 2 REQUIRED SAFETY MEASURES AROUND SYSTEM PERIMETER.TO MAINTAIN AESTHETICS,REMOVAL OF HEAVY ENGINEERED SOLUTIONS,LLC,OR A CONTECH CERTIFIED 3RD PARTY ACTIVATION PROVIDER. SCM FILTERRA PLAN v �F5 STORMWATER DEBRIS MAY BE NECESSARY BETWEEN REGULAR FILTERRA SYSTEM MAINTENANCE EVENTS. F v w 14x8 112 EBSV1408f NIA ALL 6"SDR 35 3 `° """ w \\\ 4.4. TO ENSURE LONG TERM PERFORMANCE OF THE BIORETENTION SYSTEM, CONTINUING ANNUAL r t ALL a lsxs 12e FTBsv1606 NIA 6'SDR35 3 < MAINTENANCE PROGRAMS SHOULD BE PERFORMED OR PURCHASED BY THE OWNER PER THE LATEST AND DETAIL W (EXCEPT OR,WA) '�° ' rorreenxaem or W saepeuesO1"ce" accepts no CD 15x9 135 FTBSV1509f NIA OR,WA ONLY 6"SDR 35 3 a.4I� � m � d-4emu FILTERRA BIOSCAPE BIORETENTION SYSTEM OPERATION AND MAINTENANCE MANUAL. a c`} 18x8 144 EBSV1608f NIA CALL CONTECH 6"SDR 35 3 C�I►,NTECH " .�"ao "aa�ea -� �aMaoraa�ratara�a�w �e,o��. �s C-.�,NTECH®re�a ENGINEERED SOLUTIONS LLC FILTERRA BIOSCAPE VAULT STANDARD OFFLINE (FTBSV) ENGINEERED SOLUTIONS LLC FILTERRA BIOSCAPE VAULT STANDARD OFFLINE (FTBSV) O 20 x 8 160 EBSV2008t NIA CALL CONTECH 6"SDR 35 4 O fi l r e r ra f WWW.ContechES.com CONFIGURATION DETAIL 0www.ContechES.wm SITE LAYOUT DETAIL 22 x 8 PE FTBSV2208 NIA CALL CONTECH B'SDR 35 4 C9,07 ° O 9100 Centre Pointe Dr.,Suite 400,West Chester,OH 45069 O 9100 Centre Pointe Dr.,Suite 400,West Chester,OH 45069 UTILIZES(2)CURB OPENINGS WITH MIN 1'SPACING Q roR Pn,ENriNF°"MaTio". a�.v,.camm,es m,mP 800-338-1122 513645-7000 513-645-7993 FAX — 800-33&1122 513-645-7000 513-645-7993 FAX Y