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HomeMy WebLinkAboutR-411012Ir in SITE SPECIFIC DATA PROJECT NUMBER 9914 PROJECT NAME FAMILY FIRST COMMUNITY CENTER PROJECT LOCATION RENTON, WA TREATMENT REQUIRED VOLUME BASED (CF) 2-YEAR RELEASE RATE (CFS) 0.017 PEAK BYPASS REQUIRED (CFS) 1.415 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 447.27 PVC 8" OUTLET PIPE 446.77 PVC 8" PRETREATMENT BIOFIL IRA TION DISCHARGE RlM ELEVATION 456.59 456.59 456.59 SURFACE LOAD HS-20 HS-20 HS-20 FRAME & COVER OJ0" OJ0" N/A WETLANDMEDIA VOLUME (CY) 0.97 ORIFICE SIZE (DIA. INCHES) 4 EA 00.J8" NOTES: Ilk PATENTED z PERIMETER C/L VOID AREA OUTLET PIPE SEE NOTES _ WETLANDMEDIA PRE -FILTER j`BED F "t'I"1 TL1'4 CARTRIDGE UNDERDRAIN INLET PIPE MANIFOLD SEE NOTES ------ PLAN VIEW INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. ^Kv I I I I , I I o I ' R I I I I I o I , I , 00 I I I I • `I • 5" 6'-4" 5" 7'-2" ELEVATION VIEW -4'-10"-I RIGHT END VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. a FINISH FLOOR SEE PLANS a FINISH GRADE SEE PLANS �O��o�ao�o°oo°oDDo�aO�°o �00� a Po �°ao��oO�ODoO�aoIo°oo°oDDo,�o oo� D D aD c i D77 4. o o��o�DoO�a°oho z 4 ��0�0� `o BUILDING FOOTING ° ° 0�� D�D 0�o0�o�D0 ao��O��DDIF SEE STRUC'L PLANS D D a��oO� 6" SDR 35, PERF PVC ��OO�OD00 SURROUND W/ 6" MIN ao( GRAVEL BACKFILL o�aDDo00oD FOR DRAINS � DO NOT DISTURB 1:1 L\,*,\ BEARING PLANE \ 1 WRAP WITH 1 FILTER FABRIC ITS I I Footing Drain 12" x 10" 22" x 18" 24" x 20" DUMP NO POLLUTANTS SM60 BH DUMP NO POLLUTANTS - SM60 BH MANHOLE C/L 456.59 ^,mow TOP OF GRADI 455.96 El TOP OF VA. 455.46 I I I I 1 I = I I I 1 � I 1 I 1 1 PEAK H6 449.57 FLOW CONTROL RISERr2i IE IN IE OUT 447.27 446.77 00 } LEFT END VIEW } NTS South Modular Wetland System 8 FINISHED GRADE 1 1/2" 1" NTS Bee Hive Grate For 20" x 24" Frame 12 SITE SPECIFIC DATA PROJECT NUMBER 9914 PROJECT NAME FAMILY FIRST COMMUNITY CENTER PROJECT LOCATION REN TON, WA TREATMENT REQUIRED VOLUME BASED (CF) TREATMENT FLOW (CFS) 0.5J PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 2.2J PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE AC§646 450.14 PVC 15" OUTLET PIPE Ails 449.57 PVC , 9" 15" PRETREATMENT BIORLIRA TION D GE RIM ELEVATION 461.05 461.05 461.05 SURFACE LOAD PEDESTRIAN PEDESTRIAN PEDESTRIAN FRAME & COVER 2 EA OJ0" 12EA JO" x 48" 024" WETLANDMEDIA VOLUME (CY) 10.40 ORIFICE SIZE (DIA. INCHES) 5 EA 0 1.97" NOTES.• ----------------------- -------------------- BED VERTICAL I I � r .::: �s Y 1 I PATENTED UND RDRAIN E L . PERIMETER MANIFOLD` I l/0/D AREA I LL I U OUTLET PIPE L°J PRE -FILTER SEE NOTES I E JOEI I ❑ ❑ ❑ ❑ CARTRIDGE I „ ' El El ❑❑ ❑ I I INLET PIPE - - - I SEE NOTES INSTALLATION NOTES 4i 0 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND = APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN .I MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. FLOW CONTROL J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. RISER (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK 449.81 GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL IE OUT 4. MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING 6" PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR ACTIVATION OF UNIT. MANUFACTURES WARRANTY IS VOID WITH OUT PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATNE. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 4" OD DOWNSPOUT SEE ARCH'L PLANS AND SPECIFICATION 4" FERNCO BOOT u u n n JOINT FILLER (TYP ALL AROUND IN PAVED AREAS) 8 n- a aao a a a0 0 �� nn 0 n� n0r,��c�nna���or� 4" PVC EXTENSION (AS NEEDED) u u 4"x6" FERNCO REDUCER 1 % MINIMUM 6" PVC SD NTS IDownspout PLAN VIEW 461.05 RIM/FG 460.52 TOP OF GRADE RING 1 458.85 TOP OF VAULT w I A I I 455.4J PEAK HGL I I 1 I 1 I , ° I ° I I I I I I 16'-0" 17'-0" ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. NOTES: 1. ALL COMPONENTS (PLANTS, SOIL, MULCH) ARE REQUIRED FOR STORMWATER FUNCTION. SEE L'SCAPE PLANS. KEY NOTES GRAVEL BACKFILL FOR UNDERDRAIN PIPE O O2 FOR BIORETENTION COMPONENTS AND INSTALLATION, REFER TO LANDSCAPE PLANS AND SPECIFICATIONS. OREFER TO CITY RENTON STANDARD DETAILS 262.10, 262.20, 262.30, 262.40, 262.50, AND 262.60. IE IN 6" SLOTTED UNDERDRAIN LEFT END VIEW HATCH CAST -IN 12" THICK CONCRETE MANHOLE COLLAR BY PRE -CASTER. CONTRACTOR TO WEDGE/SHIM COLLAR TO MEET FS C/ n�� 9'-4" RIGHT END VIEW NTS North Modular Wetland System BEE -HIVE GRATE SEE DETAIL 12 C OVERFLOW STRUCTURE RIM=453.20 OUTLET STRUCTURE FOR BIORETENTION PER PLANS BOTTOM WIDTH = 5' LENGTH = 114.50 CI 1 IQLI crVIC rInki'll-rinA1 INSTALL RISERS AS OUTLET REQUIRED, SUCH THAT �- STRUCTURE IS BELOW GRADE. IE PER PLAN NTS ITypical Bioretention Section COPYRIGHT © 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. Z O p C� N U�Z o Z) O N �^ W \ Z o O U COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com PROJECT NUMBER: C 180040-01 PROJECT MANAGER: KNK DRAWN BY: JAS f JA rift of WAS�� �l I 39871 REVISIONS: NO. DESCRIPTION DATE THESE RECORD DRAWINGS WERE PREPARED USING SURVEYED INFORMATION PROVIDED BY BENCHMARK SURVEYING, LLC IN MARCH 2O23. bay AR ICHITECTS J 10801 Main Street, #110 Bellevue,WA 98004 1904 Third Avenue, #330 Seattle, WA 98101 BaylisArchitects.com (425) 454 0566 GRADING & DRAINAGE DETAILS Not UseNd 1 6 NTS Not Used 18 TS Not UseNd 20 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) R-411012 C210