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HomeMy WebLinkAboutD-370103m z 9 4 a I N STD PLAN F- 10.42 -00. 3 DRIVEWAY (t` /ON 11' ]RAVEL LANE 10' TRAVEL LANE f0' TRAVEL LANE 35' 11' TRAVEL LANE n n PLANTS c /"� / PER ARCH I 2 gpM J 2 gpmla I gp. 2 gplNft Z 3.1 225 11.25 15 7.5 10 INTERIOR I 1 I GUTTER PER REN / DRAWING. OUTLETPIPE •"1 I( SD • I I I I Fool. SEE D AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION W 2' COMPACTED DEPTH HAIA CLASS 1 2' rl `J 3• COMPACTED DEPTH A7B SURROUNDED BY DRAW ROCK, MAPPED IN FILTER NIA COMPACTED SUBGRADE PREPARED PER FABRIC CONNECT TO CB8 GEOTECHNICAL ENGINEER RECOMMENDADONS i INSTALLATION NOTES 1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE EMERGENCY AWESS SECT /ON 'A' W SPECIFIED BY ENGINEER OF RECORD. STA 3 +64 P STA 5 +39 2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER 0 SCALE STRUCTURE(LIFTI NG CLUTCHES PROVIDED). &� 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. wz 00 �z NW 7I Ike PER GEOTECH. STA 1 +58 TO NOT TO E DRIVEWAY SECT /ON 11' ]RAVEL LANE SIM WALL WITH FENCING STA 11 +64 TO STA 12 +92 11' TRAVEL LANE n n 3.05' 2.3' PER ARCH I 2 gpM 1 gpm 2 gpmla I gp. 2 gplNft Z O 225 11.25 15 7.5 10 INTERIOR I 1 I GUTTER PER REN / DRAWING. OUTLETPIPE •"1 I( SD • I I I I Fool. SEE D AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION RIM ELEVATION 303.11 ANTI - FLOTATION BALLAST WIDTH / POUR CURB TO STEM WALL c NIA NOTESISPECIAL REQUIREMENTS: • PER ENGINEER OF RECORD 7, SPECIFIC FLOW RATE IS EQUAL TO THE FI LTER TREATMENT CAPACITY( gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA U, ft). i INSTALLATION NOTES 1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE h y 2X 29 zos SEE SEC77ON ID, SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER 8 STRUCTURE(LIFTI NG CLUTCHES PROVIDED). &� 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). jZ? iu S. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPEOUTLETSTUBANDSANDCOLLAR IF OUTLET PIPE IS LARGERTHAN 8 INCHES, CONTPACTORTO REMOVE THE 8 INCHOUTLET -O oZ STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR h� U Oq No at a I ] I m� DETAIL SEE �W SAND SET PA VERS OR OIWIER 70P �', 1'f 1 � APPROVED EQUIVAUNT c � TFFFczi NVLOPtAST INLET DRAIN Y 41 TERRACE I CURB SECTION 'E' STA 2+39.5 I NOT TO-SULE E DRIVEWAY SECT /ON 11' ]RAVEL LANE TRAVEL LANE STA 11 +64 TO STA 12 +92 11' TRAVEL LANE It' TRAVEL LANE 3.05' 2.3' 1.8' I 2 gpM 1 gpm 2 gpmla I gp. 2 gplNft Z O 225 11.25 15 7.5 10 0 DRAWING. OUTLETPIPE 291.11 SD 12' AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION RIM ELEVATION 303.11 ANTI - FLOTATION BALLAST WIDTH HEIGHT c NIA NOTESISPECIAL REQUIREMENTS: • PER ENGINEER OF RECORD 7, SPECIFIC FLOW RATE IS EQUAL TO THE FI LTER TREATMENT CAPACITY( gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA U, ft). i INSTALLATION NOTES 1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE h y SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER 8 STRUCTURE(LIFTI NG CLUTCHES PROVIDED). &� 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). jZ? iu S. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPEOUTLETSTUBANDSANDCOLLAR IF OUTLET PIPE IS LARGERTHAN 8 INCHES, CONTPACTORTO REMOVE THE 8 INCHOUTLET -O oZ STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR h� U Oq No at a m� �W 0 c � TFFFczi Y 41 q L' _ DW I0 TOP SLAB ACCESS SEE FRAME PND COVER DE PLAN VIEW STANDARD OUTLET RISER FLOWKIT. 42A RINGIRISERS INLET CONTRACTOR TO GROUTTO FINISHED GRADE FLOW HOPE OUTLET RISER se`rniia'�� , • ��• . rvv, ••vr. vvr., 6 EXTRUDED CURB PER WSDOT STD PLAN F- 10.42 -00. 20X I -2,OX MAX HEIGHT. SEE STRUCTURAL PUNS PRIVATE DRIVEWAY SECT /ON To STA 9 +62 TO STA 11 +64 NOT 70 SCALE ALTERNATIVE; IF APPROVED BY OWNER, IS TYPE 6 EXTRUDED CURB PER WSDOT sm PLAN F- 70.42 -00. (TIP) DRIVEWAY SECT /ON 11' ]RAVEL LANE TRAVEL LANE STA 11 +64 TO STA 12 +92 11' TRAVEL LANE It' TRAVEL LANE 3.05' 2.3' 1.8' 20X I -2,OX MAX HEIGHT. SEE STRUCTURAL PUNS PRIVATE DRIVEWAY SECT /ON To STA 9 +62 TO STA 11 +64 NOT 70 SCALE ALTERNATIVE; IF APPROVED BY OWNER, IS TYPE 6 EXTRUDED CURB PER WSDOT sm PLAN F- 70.42 -00. (TIP) 20X- PR /VA TE DRIVEWAY SECT /ON REQUIRED. It' TRAVEL LANE STA 11 +64 TO STA 12 +92 18' It' TRAVEL LANE 3.05' 2.3' 1.8' I 2 gpM 1 gpm 20X- PR /VA TE DRIVEWAY SECT /ON REQUIRED. 'C' CARTRIDGE HEIGHT STA 11 +64 TO STA 12 +92 18' LOW DROP NOT TO SCALE 3.05' 2.3' A 'I.D. MANHOLE RUCTURE O D. NOTE• ALL PAYEIMENT SEC71ONS SHALL BE CONFIRMED BY GE07ECHNICAL ENGINEER PRIOR TO CONS7RUC710N. 5' WIDE, EZ ROLL GRAVEL PAVERS OR APPROVED EQUAL SEE DETAIL, THIS SHEET. NA71W GROWTH CONFIRM SE07ION K77H GE07ECHNICAL PR07EC77ON AREA ENGINEER PRIOR TO CONSTRUCTION. (NGPA) BOUNDARY 3035' 304.0' 20X_ 2.0E ,2.OX 12'x8' NYLOPLAST INLET DRAIN WITH 12' DOME GRAZE (TIP) PEDESTRIAN ACCESS SECT /ON 'F NOT 70 SCALE EZ ROLL GRAVEL PAVERS SECT /ON NOT TO SCALE STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WTH THE MAXIMUM NUMBER OF CARTRIDGES O). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7CARTRIDGES. IB2- MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 15 CPS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 2T 18' LOW DROP RECOMMENDED HYDRAULIC DROP N) 3.05' 2.3' 1.8' SPECIFIC FLOW RATE (gpMA 2 gpM 1 gpm 2 gpmla I gp. 2 gplNft i g wft CARTRIDGE FLOW PATE Igpm) 225 11.25 15 7.5 10 5 SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID CE4 WATER QUALITY FLOW RATE d 0.02 PEAK FLOW RATE (p) 0.13 RETURN PERIOD OF PEAK FLOW (ym) 100 # OF CARTRIDGES REQUIRED 4 CARTRIDGE FLOW RATE (gpm) 7.5 MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) CSF 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. PIPEDATA LE. MATERIAL DIAMETER INLET PIPE #1 293.41 SD 12' INLET PIPE #2 DRAWING. OUTLETPIPE 291.11 SD 12' AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION RIM ELEVATION 303.11 ANTI - FLOTATION BALLAST WIDTH HEIGHT NIA NIA NOTESISPECIAL REQUIREMENTS: • PER ENGINEER OF RECORD SI_ ECO- PR/ORA SECT /ON NOT TO SCALE WITH SURFACE MEN PLACED IN ROAD. PRONDE EDGE RESTRAINT BELOW GRADE WHEN SURROUNDED BY LANDSCAPING. 1 -11• TO 2' DEPTH R- 310108 ALL PVC PIPES USED FOR 7HE S70RM DRAINAGE SYSTEM SHALL BE NHITE CITY OF RENTON Approved by: ✓ Date: 1015//5 Approved by: Date: Approved by: Date: Approved by: Date: K J =ti�.E♦T `. /\ TRIAD ASSOCIATES 24 O W H " 3 S 3 1211211511 Ave- NE KilklaOQ WA WOO -6923 425.821.8448 425 821 3481 fax 800 488L07% toll free W,YW.tnaEas ate ,. t 2 V H r � 3 Z v O ` y ~ W W 2 � 4 Q 2 4 A. o O V � nue as Z OJELLPY T. dVWAa FL.S PEW= L1NAC� MARK S RAMRSM PIS PRO= $DNPSiDa I VIN G FLW^ PE PEW= INCOM DOME LFaA /RA PRw= IdNDsm ANCHffwr PDL4r SDWUM DA78: 10/15/12 SCAT aam: w- DNM SIGH dim DHR JOB ND. 09 -029 ND' C3.20 iiLA FRAME AND COVER (DIAMETER VARIES) N.T.S. GENERAL NOTES FLOATABLES 1, CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. BAFFLE 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3, FOR SITE SPECIFIC DRAWINGS WTH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH CONSTRUCTION PRODUCTS REPRESENTATIVE. w .wnleOh pi.mm 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5, STRUCTURE SWILL MEET AASHTO H$20 AND CASTINGS SHALL MEET PASHTO M306 LOAD RATING, ASSUMING GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION 6. FILTER CARTRIDGES SHALL BE MEDIA - FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7, SPECIFIC FLOW RATE IS EQUAL TO THE FI LTER TREATMENT CAPACITY( gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA U, ft). INSTALLATION NOTES 1. ANY SUB- BASE, BACKFILL DEPTH, ANDIOR ANR- FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EWIPMENT WTH SUFFICIENT U FTI NO AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER a STRUCTURE(LIFTI NG CLUTCHES PROVIDED). &� 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). jZ? iu S. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPEOUTLETSTUBANDSANDCOLLAR IF OUTLET PIPE IS LARGERTHAN 8 INCHES, CONTPACTORTO REMOVE THE 8 INCHOUTLET -O oZ STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION- RELATEDEROSION RUNOFF. SI_ ECO- PR/ORA SECT /ON NOT TO SCALE WITH SURFACE MEN PLACED IN ROAD. PRONDE EDGE RESTRAINT BELOW GRADE WHEN SURROUNDED BY LANDSCAPING. 1 -11• TO 2' DEPTH R- 310108 ALL PVC PIPES USED FOR 7HE S70RM DRAINAGE SYSTEM SHALL BE NHITE CITY OF RENTON Approved by: ✓ Date: 1015//5 Approved by: Date: Approved by: Date: Approved by: Date: K J =ti�.E♦T `. /\ TRIAD ASSOCIATES 24 O W H " 3 S 3 1211211511 Ave- NE KilklaOQ WA WOO -6923 425.821.8448 425 821 3481 fax 800 488L07% toll free W,YW.tnaEas ate ,. t 2 V H r � 3 Z v O ` y ~ W W 2 � 4 Q 2 4 A. o O V � nue as Z OJELLPY T. dVWAa FL.S PEW= L1NAC� MARK S RAMRSM PIS PRO= $DNPSiDa I VIN G FLW^ PE PEW= INCOM DOME LFaA /RA PRw= IdNDsm ANCHffwr PDL4r SDWUM DA78: 10/15/12 SCAT aam: w- DNM SIGH dim DHR JOB ND. 09 -029 ND' C3.20 iiLA