|
m Q
<br /> ES F AN D RETAI L EVE RETT �
<br /> N
<br /> Z Q
<br /> 0 �
<br /> � _
<br /> Q. �
<br /> � U
<br /> � �
<br /> FILTERRA DESIGN NOTES o 0
<br /> THE FILTERRA TREATMENT CAPACITY IS DETERMINED BY THE TREATMENT RATE OF THE FILTERRA MEDIA. A SEPARATE IN�ET STRUCTURE N
<br /> IRRIGATION SYSTEM CONDUIT g MUST BE INSTALLED DOWNSTREAM OF THE OFFLINE FILTERRA TO CONVEY FLOWS IN EXCESS OF THE SYSTEM DESIGN CAPACITY. SEE THE �
<br /> fd2"[50]PVC(CAST-IN) �� FILTERRA DESIGN,OPERATION,AND PERFORMANCE GUIDE FOR MORE INFORMATION. �
<br /> 3 PLACES
<br /> 0
<br /> �
<br /> A �-------ll-------� A BACK I" �
<br /> � � Q O
<br /> m I I � O
<br /> Q i a � �" �„Q���� LEFT RIGHT � a a a �a a a
<br /> 0
<br /> .� co I I [102] �(f(�
<br /> o I I SDR 35 PVC P �� QQ
<br /> � � ______ � OUTIETCOUPLING �
<br /> N - ----- - CAST INTO WALL � OQ� �OIJ�� \
<br /> �
<br /> F A C E �N I 1 7 8) "�"`��`""�� FACE OF FRONT G�• N R����i(��� �
<br /> O F 3'-0"[914] n n a n C U R B • :�t° ' � Q
<br /> f� 7 x 8 178 x 203 36 x 36 914 x 914 THR OA T �
<br /> ��RB [ ] [ ] � ._ °�
<br /> s�-o•�,s2s� CLEANOUT TREE GRATE OUTFLOW PIPE ORIENTATION OPTIONS z �� ^ ~' a w
<br /> W y. z
<br /> � (ACTUAL PRODUCT MAY VARY) (ACTUAL PRODUCT MAY VARY) ORIENTATION REFERENCE IS INLET THRORT � ;YSfb a�:'(�
<br /> B N.T.S. N.T.S. �/ �•;S C`�
<br /> PLAN VIEW SITE SPECIFIC S��H�
<br /> PLANTPROVIDEDBY DATA REQUIREMENTS
<br /> f-CONTECH(SEE NOTE 2) STRUCTURE ID 6X4'
<br /> FRONT FACE NOSE PLATE SYSTEM TREATMENT CAPACITY(CFS/1!s) ' �
<br /> � OF CURB CAST INTO WATER QUAUTY F�OW RATE(CFS/Us) '
<br /> .-�^'�- SEE CURB INLET DETAIL THIS SHEET TOP SLAB PEAK FLOW RATE(CFS!I!s) * W �
<br /> 4"[102]
<br /> ENERGY DISSIPATION MIN. aa ' RETURN PERIOD OF PEAK FLOW(YRS) " \ �
<br /> I ROCK LAYER . 3S__ REQUIRED MEDIA INFILTRATION RATE 35" HR w
<br /> 4 /i✓�,/i a � PIPE DATA: LE. MATERIAI DIAMETER IL
<br /> , , a 2'-0"[610]MEDIA a ' a �
<br /> .--, .-� • . . . � OUTLET PIPE 427,'38 SCH 40 PVC 6„ 4"- Z �
<br /> o N o � _ AND MULCH CAST IN PLACE CONCRETE r1�
<br /> � � `f�` � Q BY CONTRACTOR TOP OOCURB ELOEVIATION ION 424.93 * v
<br /> n �� , #4 REBAR DOWELS U� �
<br /> � '� tO BENT AS NECESSARY ANTI-FLOTATION BALLAST WIDTH HEIGHT w Q
<br /> �' IF REQUIRED * � Q
<br /> a ' � � � ° CURB INLET DETAIL NOTES/SPECIALREQUIREMENTS:
<br /> aFLOWKIT 6"(152] � 1 1 1
<br /> *DIMENSION MAY VARY t Yz" DRAIN ROCK �. �yJ
<br /> DEPENDING ON PRECASTER � r�
<br /> BUILD CONFIGURATION. 'PER ENGINEER OF RECORD W V
<br /> SECTION A-A SECTION B-B GENERAL NOTES � Q
<br /> 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWiSE. W 7
<br /> 2. PLANT,MULCH,AND DISSIPATION ROCK ARE SUPPIIED BY CONTECH AND DELIVERED AT TIME OF SYSTEM ACTIVATION. PLANT SELECTION SHALI / L
<br /> BE DONE BY THE ENGINEER OF RECORD IN ACGORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. �J,J �
<br /> 3. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. � /�
<br /> 4. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH REPRESENTATIVE. O ``
<br /> www.ContechES.com �
<br /> PLANT PROVIDED BY 5. FILTERRA WATER QUALITY STRUCTURE SHALI BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING.
<br /> RAISED TREE GRATE CONTECH(SEE NOTE 2) 6. STRUCTURE OESIGNED FOR PEDESTRtAN LIVE LOAO WITH H5(4,000 LBS.}WHEEL LOAD MOUNTING THE CURB AND ADJACENT HS-2 LIVE LOAD �"
<br /> 8 GOVER TO ALLOW FOR SURCHARGE ON THE WALLS ON THE STRUCTURE. I'-' �
<br /> NOTE:RAISED GRATE OPTION 7. FILTERRA STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-857,ASTM C-918,AND ACI-318 LOAD FACTOR DESIGN METHOD.
<br /> CONTINUOUS LANDSCAPING � WILL INCREASE DEPTH FROM
<br /> RIM TO OUTLET PIPE INVERT INSTALLATION NOTES
<br /> TOP SLAB BY 4"[102] A. ANY SUB-BASE,BACKFILL DEPTH,ANDlOR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED
<br /> BY ENGINEER OF RECORD.
<br /> � 4"[102] B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE FILTERRA VAULT(LIFTING
<br /> LANDSCAPING CLUTCHES PRQVIDED). SPREADER BAR WITH SUFFICIENT CABLE IS REQUIRED FOR SAFETY AND REDUCTION OF DAMAGE TO CONCRETE
<br /> ° ' '• . . SUPPLIED BY STRUCTURE. � �
<br /> � - -- OTHERS C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL VAULT SECTIONS AND ASSEMBLE VAULT. r t �
<br /> D. CONTRACTOR TO PROVIDE AND INSTALL OUTLET PfPE. PVC COUPLING CAST-IN TO WALL FOR OUTLET PIPE CONNECTION. v �
<br /> WLET DETAIB E. CONTRACTOR TO SUPPIY AND INSTALL INLET PROTECTION BAR IF REQUIRED BY LOCAL JURISDICTION. � �
<br /> F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT FIITERRA MEDIA BAY FROM CONSTRUCTION-RE�ATED EROSION RUNOFF. ��� p� Q> M
<br /> THIS PAGE G. CONTECH IS RESPONSIBLE FOR ACTIVATION OF THE SYSTEM AND PLANTING OF THE PLANT THAT IS SPECIFIED. ACTIVATION ONLY OCCURS WHEN • C > �
<br /> THE SITE IS FULLY STABILIZED,FINAL PAVEMENT INSTAILED AND SWEPT CLEAN OF CONSTRUCTION SEDIMENT. �� �,�
<br /> OPTIONAL RECESSED TOP SLAB DETAIL H. ALL FILTERRA UNITS MUST BE WATERED BY IRRIGATION LINES OR SPRINKIER SYSTEMS ON A REGULAR BASIS. EACH FILTERRA UNIT INCLUDES � C V pj
<br /> IRRIGATION HOLES FOR NEW OR EXISTING IRRIGATION LINES. � �p �
<br /> ' NOTES: (TYPICAL TOP SLAB OETAIL SHOWN IN SECTION B-B} d:
<br /> � J
<br /> • _O
<br /> RiM=426.04 ��NTECH FILTERRA 6x4 OFFLINE STANDARD Q �, o M
<br /> S O L I D C O V E R M A R K E D D R A t N 1. P I P E S I Z E S, I N V E R T E L E V A T I O N S, O R I F I C E S I Z E S, ENGINEERED SOWTIDNS LLC � ,� � �
<br /> " " �f��te��a LONG SIDE INLET �
<br /> OVERFLOW ELEVATIONS AND SLOPES; PER PLANS. www.Contecnes.com � � u-
<br /> W/BOLT LOCKWG LID 9025CentrePointeDr.,Suite400, WestChester,OH45069 MODEL: FT0604 � � N �
<br /> a ,�5����,t��•,�Rf��*���G4 wtErvLS 800-338-1722 513-645-7000 513-645-7993 FAX � � u,j� O
<br /> 2. OUTLET CAPACITY: NOT LESS THAN COMBINED �� z � �
<br /> OUTLETS.
<br /> W � � �
<br /> a SEE NOTE 11 _ o � L
<br /> Y
<br /> a 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE V V �-L
<br /> 3 ° a CONSTRUCTED IN ACCORDANCE WITH THE � M �6
<br /> � a REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MIN. DIA. o c "
<br /> a ti o�
<br /> Q 4. PIPE SUPPORTS AND RESTRICTOR SHA�L BE OF 00 a �
<br /> w � SAME MATERIAL AND BE ANCHORED AT 3� M/'1/�. PROJ.NO. DSN.BV:
<br /> � SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION 16153 CMC
<br /> � BOLTS OR EMBEDDED 2" IN WALL.
<br /> �
<br /> 0 0.5, MIN. DWN.BY: CHK.BY:
<br /> c~n � aa ` 5. THE RESTICTOR SHALL BE FABRICAYED FROM 0.060" DAW CMC
<br /> �
<br /> ° �` ' ALUMINIUM, PVC, OR HDPE PER THESE ENGINEERING
<br /> � OVERFLOW p MAX, W.S. ° STANDARDS.
<br /> v EL. 421.07 - �
<br /> � NOTCH 6.7" H x 0.1" W 6. OUTLET SHALL BE CONNECTED TO CULVERT OR �
<br /> � � SEE NOTES 10 AND 12 8 SEWER PIPE WITH SUITABLE COUPLER OR GROUTED
<br /> INTO BELL OF CONCRETE PIPE. W
<br /> PIPE SUPP�RTS (2 MIN.) n/
<br /> �c� 3" X .090" ALUMINUM W/STEEL
<br /> La��
<br /> � 5/8' STAINLESS BOLTS 7. THE VERTICAL RISER STEM OF THE RESTICTOR
<br /> . j �w ° CONNECTOR SHALL BE THE SAME DIAM. AS THE � W
<br /> Q, � PIPE HORIZONTA� OUTLET PIPE, WITH AN s M��. PLAN �►PPROVED �
<br /> � bo STEPS O . DIAM. , � � �,�, W
<br /> �
<br /> j OUTLET � �LADDER a g, FRAME AND LADDER OR STEPS OFFSET SO au�f,c� vicEs uare J Z z �
<br /> � z
<br /> � IE 12"417.57 THAT: � W Q
<br /> A. SHEAR GATE IS VISIBLE FROM TOP. E EROSION pueucwoR�ts Q � � �
<br /> �3 IE 12"417.57 DEPARTMENT o � �.=
<br /> o SHEAR GATE a z B. CLIMB DOWN SPACE IS CLEAR OF � Q � �
<br /> j � RISER AND SHEAR GATE. WATERR � � �
<br /> � ,�, o �, C. FRAME IS CLEAR OF CURB. T�"�� REQUIRED PRIOR TOPSTAR G W � � w
<br /> EEs�► R�� �nr CONSTRUCTION on n+is (� -� � �
<br /> � 415.57 PRO]ECT. APPROVJIL POR THSS ��� �
<br /> �, 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT �.�� VRO]ER IS CONDIfIONAL PeR
<br /> 0.50" ORIFICE W/SCREEN CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH TR/kFFIC� CURRENT CT'STANDAFtDS AND Q
<br /> 7 :
<br /> � / Z EXPIRES /0`23�Z0/$uN��$
<br /> v � PLATE BOLTED TO FLANGE � , O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4".
<br /> / - '- PERMfT fOPt GCNSTRUCTION HAS �
<br /> � � OR DRILLED CAP. N
<br /> n' � MINIMUM 413.57 a 10. MULTI-ORIFICE ELBOWS MAY BE LOCATED AS cmr N NEER E►+ .
<br /> � SHOWN OR ALL ON ONE SIDE OF RISER TO �
<br /> a �
<br /> � �a d d d °� ° � ASSURE LADDER CLEARANCE.
<br /> � '/�
<br /> a � 54��- V J
<br /> � � NOTE: ORIFICE PLATE OPENINGS SHALL BE SHARP EDGE (SHOP DRILLED) 1 1 . SHEAR GATE HANDLE SHALL BE ATTACHED
<br /> TO LADDER/ STEP LOCATED WITHIN 24" ACCESS W
<br /> � � SECTION.
<br /> N W „ J . - , , ,. °"TE OCTOBER 2017
<br /> � 54 CONTROL STRUCTURE 12. IF NOTCHED WIER IS USED IN LIEU OF C��� �� �������
<br /> �' TEE TYPE ELBOW, BAFFLE SHALL NOT OBSTRUCT ACCESS S°A`E AS SHOWN
<br /> o j TO THE STRUCTURE. �E�F�O RJE� Y O�� �I�IrC_-�r
<br /> � NTS DF2AWINGNO. � 14
<br /> � � � 11
<br /> o � 14 �F 15
<br />
|