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HomeMy WebLinkAboutR-419521LO 1 O qq 1 W 036.00" ACCESS COVER & RISER ILI i O INLET/OUTLET ACCESS COVER & RISER, SIZE, QUANTITY & LOCATION MAY VARY. CONCRETE TOP SLAB / I BIOFILTRATION \ \ / \•� CHAMBER I / CONCRETE BASE SECTION / I i 1 • I OUTLET PIPE, 018.00" MAXIMUM I � UNDERDRAIN OUTLET 04.00" PVC SLOTTED ORIFICE I UNDERDRAIN PIPE \\ / OUTLET CHAMBER INLET PIPE, ' / 018.00" MAXIMUM BYPASS WEIR ` \ / / ` \ I INLET WINDOW INLET CHAMBER _ I / IN DIVIDER WALL DRAIN DOWN DEVICE \ \ �.I/ DIVIDER WALL ISOMETRIC VIEW FILTER MEDIA & DRAIN ROCK NOT SHOWN FOR CLARITY. SCALE: 1 X NOTES: 1. LEFT CONFIGURATION SHOWN, MIRROR RIGHT CONFIGURATION OF INLET AND OUTLET CHAMBER AVAILABLE. 2. CONTACT OLDCASTLE INFRASTRUCTURE FOR ENGINEERING ASSISTANCE AND DETAIL DRAWINGS. 3. CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C890 & C913. US Patents Pending BioPod T1 Bioffiter Oldcastle InfrastructureTM • A CRN COMPANY UndergroundTHIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALLNOT BE �+�+ USED IN ANYWAY INJURIOUS TO THE INTERESTS OF STUD COMPANY. COPYRIGHT©2G19OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. Bioretention/ Vault with Internal B`'naJJ DRAWING NO. Rf ECO-0161 Biofltraiion JN BPI(-IB B ARG 5 1 19 MJW 5/6/19 SHEET 1 OF 2 TRENCH AT INFIELD FINISH GRADE (TYP) 10" DEPTH SYNTH. TURF MATERIALS O 0 0 0 AT INFIELD 4"MIN. DEF WATER STa (UNDER E� GEOTEXTILE DRAINAGE i 8" PERFOR HDPE SUB[ COLLECTOR ELEV VARIE A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE OUTLET, 018.00" ALTERNATE SIDE PIPE LOCATION UNDERDRAIf BYPI ALTERNATE SIDE PIPE LOCATION A INLET 1 DRAIN DOWI INLET, 018.00" INLET/OUTLET ACCESS COVER & RISER, SIZE, QUANTITY & LOCATION MAY VARY. DIVIDER WALL INLET, NEARSIDE BYPASS WEIR - INLEr WINDOW 2.2' [26.00'1 UNDERDRAIN OUTLET DROP ORIFICE, FARSIDE RECOMMENDED, OUTLET, FARSIDE, 6" MINIMUM. (AT FLOOR) DRAIN DOWN DEVICE TOP SLAB NOT SHOWN IN THIS VIEW FOR CLARITY. ACCESS COVERS SHOWN IN PHANTOM. SECTION A -A 036.00" ACCESS COVER & RISER MODEL VAULT SIZE 1 (ID) VAULT FOOTPRINT'CAPACITY (OD) TREATMENT FLOW (GPMICFS) A DIM B DIM C DIM Al DIM B1 DIM 1.6 GPMIS2 (WA GUILD) 1.8 GPMISF (NJCAT ) 1. BPU-681B 6' 8' 1.5' T 9' 57.6 / 0.128 64.810.144 s.DD' .• f— 2.00" MULCH MINIMUM Y..118.00" St°rmMix'" I MEDIA r. 6.00" DRAIN ROCK 04.00" PVC SLOTTED UNDERDRAIN PIPE SITE SPECIFIC DATA Structure ID Model Size Orientation (Left or Right) Treatment Flow Rate (cfs) Peak Flow Rate (cfs) Rim Elevation Pipe Data Pipe Location (Front or Side) Pipe Size Pipe Type Invert Elevation Inlet Outlet Notes: All Dimensions are nominal, ID=Inside Dimension, OD=Outside Dimension. 2 Trearlment flow capacity at 1.6 gpm/sf media surface area based on an WA Ecology GUILD Approval for Basic, Enhanced & Phosphorus. 3 Treatment flow capacity at 1.8 gpm/sf media surface area based on an NJCAT Verification & US Patents Pending NJ DEP Certification. BioPod TIVI Bioffiter Oldcastle Infrastructure 6 0. A CRN COMPANY UndergroundTHIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE,INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY ANDSHALLNOTBE USED IN ANYWAY INJURIOUS TO THE INTERESTS OF SAD COMPANY. COPYRIGHT© 2D19 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. Bioretention/ Vault with Internal B'/naSS DRAWING No. REV � ECO-0161 a'E Biofiltration Y� BPLI-IB B ARG 5 1 19 MJW 5/6/19 SHEET 2 OF 2 TRENCH TRENCH TRENCH AT OUTFIELD AT INFIELD AT OUTFIELD PLACE PIPE AT CL FINISH GRADE (TYP) PLACE PIPE AT CL OF TRENCH OF TRENCH 10" DEPTH 10" DEPTH 10" DEPTH ,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,, ,,,,,,,,, ,,,, tlli,.11 11 SOD/SAND SYNTH. TURF , SOD/SAND MATERIALS MATERIALS MATERIALS 0 0 0 AT OUTFIELD AT INFIELD AT OUTFIELD O O " r O O O :::: 4 MIN. DEPTH STORM O O O O O 0 0 O WATER STORAGE O 000:::::::::::::o::::::::o::: O QU :::;::opo::g::ao::::o_. °O Soo �0000° AREA (UNDER O O O 0j o 0°bpu(R, I V-, � o ENTIRE FIELD) ff °°off °°o �o°°O °`{�o0ooc�ja�ooc�ja ocbo�0�0 00° So°° �So° S �S S FIELD SUBGRADE COMPACTED DRAINAGE AGG.,�� 0°00�0°00°�°00° o°oo°�°oo°o�� 4"PERFORATED DEPTH VARIES o0° oo�So° o� °Oo�So° o SUBGRADE (-n 0 0°00 o O o°00 �000� (SEE PLANS) ° ° o o 0000�S ° POLYETHYLENE (PP) �o o = ° ° ° ° ° ° oo �0°00 ° ° ° ° ° ° LATERAL DRAINLINE (TYP) DEPTH VARIES " � °°°°° as ° , �° aaaaaaaao (SEE PLANS) 2 MIN. o°°°o°°°° 2"MIN. DEPTH LEVELING COURSE DRAINAGE AGGREGATE GEOTEXTILE FABRIC = - '°O = LEVELING COURSE ,° oo° COMPACTED LATERAL/COLLECTOR I = � SUBGRADE (TYP) = VERTICAL CLEARANCE _ RENCH SUBGRADE PREFABRICATED 8"x8"x4" — VARIES (3" MINIMUM/ (COMPACT TO 95� OF () = 1 16 MAXIMUM FOR HDPE TEESTYP (MAX DRY DENSITY) �j I J=j = = TYPE O CONIC) 8" PERFORATED HDPE SUBDRAINLINE COLLECTOR TRENCH SUBGRADE (INVERT ELEV VARIES) MAX(COMPACT TO 95% F AX DRY DENSITY) TYPICAL COLLECTOR TRENCH TYPICAL LATERAL CONNECTION - TYPE O DETAIL FOR BETWEEN LATERALS (LATERAL/COLLECTOR VERT. CLEAR. < 16" ) * IMPORTANT NOTE: SEE PLANS FOR INVERT ELEVATIONS AT COLLECTOR AND LATERAL DRAINLINES. WHERE LATERALS TIE INTO COLLECTOR THE VERTICAL CLEARANCE OF THE LATERAL SHALL BE USED TO DETERMINE WHETHER THE 'TYPE < ' OR 'TYPE <�>' LATERAL CONNECTION NOTED ON PLAN IS USED AT THAT CONNECTION POINT. 17 C2.2 CAST IRON ROUND FRAME AND - GRATE (LOCKABLE), GRATE DIA. AND RIM ELEV. PER PLAN (TYP) FINISH GRADE PVC PIPE (DIA. )►S NOTED ON PLANS) _ W/INTEGRAL INLET - ADAPTERS ( PVC DRAIN BASIN) II: DEPTH VARIES (SEE PLANS FOR z ry III=IIII��- :III_ STORM DRAIN PIPE 111 W WATERTIGHT =I JOINT (SEE PLAN FOR SIZE, TYPE, AND QUANTITY) INVERT ELEVS.) g = o00 aCo N —� �o o� COMPACTED 00 og DRAINAGE AGG. -LI FT " >O O 00 O 0.0 O 6 MIN. _goo°Soo° S o� _I I BEDDING (TYP) 1(- COMPACT SUBGRADE TO NOTES: 95% OF MAX. DRY DENSITY 1. USE ADDITIONAL SECTIONS OF PVC PIPE AS REQUIRED FOR INVERT ELEVATIONS SHOWN ON PLANS (TYP). 2. SLOPE SURROUNDING GRADES TOWARDS DRAIN BASIN (SEE GRADING PLANS). 15 PVC DRAIN BASIN W/ROUND GRATE. C�� C2.3 TRENCH TRENCH AT INFIELD AT OUTFIELD FINISH GRADE (TYP) PLACE PIPE AT CE OF TRENCH 10" DEPTH 10" DEPTH SYNTH. TURF SOD/SAND MATERIALS MATERIALS O O O .... 0 0 0 0 0 �� AT INFIELD AT OUTFIELD O O 0 0 4 MIN. DEPTH STORM O O O O WATER STORAGE O O AREA' (UNDER `Jo O 000 000�oo o�Soo� O O O o000 0 00 0 0oc ENTIRE FIELD) °°o o°°o o� l ,00°° 00�000q �<a�g�o FIELD SUBGRADE DRAINAGE AGG., DEPTH VARIES F °°°°°°°°°°°° 4"PERFORATED (SEE PLANS) ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° POLYETHYLENE (PP) 0000000000 0 0000°°° 2" MIN. OOP ° LATERAL DRAINLINE (TYP) 00° o LEVELING COURSE - — o�°o° 400 = VIZMIN. GEOTEXTILE FABRIC - ��o I »���o� � � DEPTH aoo�5 ,oaoo _ DRAINAGE AGGREGATE COMPACTED �S�jo° �g°S`�o - LEVELING COURSE SUBGRADE (TYP) �o� o° o` �000 PREFABRICATED 4" x4" x4"c��°�°o = LATERAL/COLLECTOR HDPE TEE (OR ELBOW, TYP) - �oS°o° VERTICAL CLEARANCE 4"HDPE DROP (LENGTH + VARIES (16 MINIMUM VARIES -SEE PLAN) _ �ooc ° FOR TYPE Q CONN.) PREFABRICATED T xT x4" HDPE TEE - 7_.. - DRAINAGE AGGREGATE ill TRENCH SUBGRADE _ 8" PERFORATED HDPE I_I i 1=1 I 1=III=1 I 1-1 I (COMPACT TO 95% OF SUBDRAINLINE COLLECTOR MAX DRY DENSITY) (INVERT ELEV VARIES) TYPICAL LATERAL CONNECTION - TYPE < (LATERAL/COLLECTOR VERT. CLEAR. > 16" ) 8$' PERFORATED HDPE SUBDRAINLINE COLLECTOR AND LATERAL CONNECTION DETAILS. PE��� 1" = 1'-O" ON FULL SIZE (30"x42j 0 S' 6" 12" 1 /2" = 1'-0" ON FULL SIZE (30"x42j 0 6" 12" 24" ■ ■ ■ . . o1q, CONCRETE TRENCH DRAIN NOTES: 1. LIGHT BROOM FINISH ALL EXPOSED FACES OF CONIC. TRENCH DRAIN. 2. INSTALL JOINTS AT 10' MAX. O.C. AND AT LOCKABLE TRENCH CORNERS, JOINTS IN TRENCH DRAIN GRATE RIM=PER PLANS, SHALL ALIGN WITH JOINTS IN ADJACENT (SEE SPECS) SLAB (SEE DETAIL 28 SIM.) BROOM FINISH PARALLEL CONCRETE PAVING C4•t WITH GRATE (TYP) OR BACKSTOP 28 CONCRETE CURB (SEE PLANS) TP=PER PLANS C4.1 PAVING SLOPE 1� SLOPE a I e: 4. s:. a OQ OQ OQ° :.,. D Z .. e', 00 0o OQ O Q Qo° o0 0 ,:.... • D.. o0 0o O QOOO QO OOOOo Als °<p.' a' ee oo°°oO°°000 0 0 ; .'°I.'' 1. ° o0 0 LIJ LIJ 'A bt " a. . .. V J e R — _ _ = I.° p " w f >: I DRENCH CHANNEL -I = _ _ . ('ACO K100S OR :111— _I a o., ED EQUAL) SEE I a • e — LAN FOR TOTAL LENGTH CONIC. TRENCH D _ — alp I' — (FULL UNITS=39.37" LONG FC = 3000 PSI = _ °': r ° a CALF UNITS=19.69" LONG) s _ e #4 REBAR ®18"Oh (4)#4 REBAR CON T� = HDP DRAIN TRENCH OUTLET, CONNECT TO -DRAIN TRENCH WHERE SHOWN ON DRAINAGE PLANS (TYPICAL) COMPACT SUBGRADE#� TO 95% OF MAX. DRY DENSITY (TYP) 16 CONCRETE TRENCH DRAIN C2.3 3" = 1'-0" ON FULL SIZE (30"x42") 0 1" 2" 4" 4" MIN. DEPTH 'STORK oogo° COMPACTED WATER STORAGE Ak 11°00 00° SUBGRADE (TYP) UNDER ENTIRE FIErt ( °o° o� o°� DRAINAGE AGGREGATE, oo + _I DEPTH VARIES (SEE GEOTEXTILE FABRIC PLANS), 4 MIN. AT DRAINAGE AGGREGATE _ HIGH END OF LATERALS 4" PERFORATED j — - 2" MIN. DEPTH POLYETHYLENE (PP) I I—III=III= DRAINAGE AGGREGATE LATERAL DRAINLINE LEVELING COURSE (INVERT ELEV VARIES) TRENCH SUBGRADE (COMPACT TO 95% OF 4 PERFORATED MAX DRY DENSITY) 18 POLYETHYLENE (PP) SUBDRAIN LATERALS- 2 �..I� 1" = 1'-0" ON FULL SIZE (30"x421 .) 0 S' 6" 12, SEE PLANS FOR SURFACING MATERIALS (TYP) AND SOD STRIP TRENCH COVER DRAINAGE AGGREGATE FRENCH DRAIN L PLACE PIPE �T OF TRENCH [�IIIIII���� �9111R�RIII'RII�RI�RIJRL'NCI'IRIJRII�'RI�INIIR�k11R1�'HI�Y6�!��Y 1 f 1 I I • Z_ w *PIPE COVER NOTE: -M U I PROVIDE POSITIVE PIPE rN DRAINAGE TOWARDS _ DOWNSTREAM DRAIN BASINS (SEE PLANS 87PERFORATED ° + - FOR DRAIN BASIN POLYETHYLENE (PP) I! - --' I � LOCATIONS AND INVERT FRENCH DRAIN ! - ° ° _ ELEVATIONS, TYP) I lil LIJ = 2" MIN. 2" MIN. 2" MIN. 4" MAX. 127MIN. 4" MAX. 16" MAX. 8$$ PERFORATED 19 POLYETHYLENE(PP)FRENCH DRAIN C2,1 " = 1'-0" ON FULL SIZE (30"x421 0 S' 6" 12" C2.3 DEVELOPMENT ENGINEERING jchavez 03/17/2022 r^ C C m E v J °J o� O a oo w Q � � N 'L _ LL N a� U � Q 0� NE a� rr1 U� ^^\JJ ca C � LN 3 m N Q m N N 0 N ��/ 03 0 x y / 0 W C) Z C) Y W U Q C) m m Q N N bi Q 06 O W (N Z fn O 0- Z N W O — z N LLI > O w H w CL Cn J I W � O 06 co a� Z O O O � �h0 H PI •,4 VW ~ W 0 O Z a � Q 06 x Z C33 CADD filename: R:\DRAWINGS\17501 — RENTON KIWANIS PARK IMPROVEMENTS\10 — REV PERMIT SET\17501—C3.1—C3.3.DWG Plotted: 1.18.22-12: 50 By. (sjensen) PERMIT SET Copyright©2021 — Bruce Dees & Associates (All Rights Reserved) BID #: R-419521 Sheet 21 of 40