HomeMy WebLinkAboutF_Cedars at the Highlands_Record Drawings_20200720.pdfIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4054CEDARS AT THE HIGHLANDSCEDARS AT THE HIGHLANDSLUA-17-000189C19000411CEDARS AT THE HIGHLANDSPR17-000190DRS PROJECT NO. 16041NSER
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IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4054CEDARS AT THE HIGHLANDSCEDARS AT THE HIGHLANDSLUA-17-000189C19000411CEDARS AT THE HIGHLANDSPR17-000190DRS PROJECT NO. 16041NSER
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CONTRACTOR TO GROUT TO
FINISHED GRADE
GRADERING/RISERS
SECTION A-A
PLAN VIEW
STORMFILTER
CARTRIDGE
FLOATABLES
BAFFLE
STANDARD OUTLET RISER
FLOWKIT: 43A
INSIDE HEIGHT6' [1829 MM] TYPICALHYDRAULIC DROP(H) INLET INV.TO OUTLET INV.OUTLET
TOP SLAB ACCESS
SEE FRAME AND
COVER DETAIL
OUTLETSUMP
INLET PIPE
FLOW KIT
OUTLET SUMP
HDPE OUTLET RISER
A
INLET
(Ø9'-0" [Ø2743]) O.D.
Ø8'-0" [Ø2438]I.D.
MANHOLE STRUCTURE
A
F
O
R MAINTENANCE CA LL 1.8 0 0 .3 38.1122 www.contechES.com TMC le a n w a t er starts here
FRAME AND COVER
(DIAMETER VARIES)
N.T.S.
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4054CEDARS AT THE HIGHLANDSCEDARS AT THE HIGHLANDSLUA-17-000189C19000411CEDARS AT THE HIGHLANDSPR17-000190DRS PROJECT NO. 16041NSER
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ILAZ800-338-1122 513-645-7000 513-645-7993 FAX
GENERAL NOTES
1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2.DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
3.FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS
LLC REPRESENTATIVE. www.ContechES.com
4.STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
DRAWING.
5.STRUCTURE SHALL MEET AASHTO HS-20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' [1524 mm] AND GROUNDWATER ELEVATION AT, OR
BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL
MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO.
6.FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL
BE 7-INCHES [178 mm]. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS.
7.SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) [L/s] DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft)[m2].
8.STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD.
INSTALLATION NOTES
A.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
SPECIFIED BY ENGINEER OF RECORD.
B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE.
C.CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
D.CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
E.CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE
OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES [200 mm], CONTRACTOR TO REMOVE THE 8 INCH [200 mm] OUTLET
STUB AT MOLDED-IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR.
F.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF.
STORMFILTER DESIGN NOTES
CARTRIDGE HEIGHT
SPECIFIC FLOW RATE (gpm/sf) [L/s/m2]
CARTRIDGE FLOW RATE (gpm) [L/s]
RECOMMENDED HYDRAULIC DROP (H)
27" [686 mm]18" [458 mm]LOW DROP
3.05' [930 mm]2.3' [700 mm]1.8' [550 mm]
STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (14). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 14 CARTRIDGES.
Ø8'-0" [2438 mm] MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.8 CFS [51 L/s] . IF THE SITE CONDITIONS EXCEED 1.8 CFS [51 L/s] AN
UPSTREAM BYPASS STRUCTURE IS REQUIRED.
CARTRIDGE SELECTION
18.79 [1.19]12.53 [0.79]8.35 [0.54]
2 [1.30]
22.5 [1.42]11.25 [0.71]15 [0.95]10 [0.63]5 [0.32]7.5 [0.44]
1.67* [1.08]1 [0.65]
* 1.67 gpm/sf [1.08 L/s/m2] SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY
2 [1.30]1.67* [1.08]1 [0.65]2 [1.30]1.67* [1.08]1 [0.65]
THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWINGU.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.
STRUCTURE ID
WATER QUALITY FLOW RATE (cfs) [L/s]
PEAK FLOW RATE (cfs) [L/s]
RETURN PERIOD OF PEAK FLOW (yrs)
NUMBER OF CARTRIDGES REQUIRED
MEDIA TYPE (PERLITE, ZPG, PSORB)
PIPE DATA:I.E.MATERIAL DIAMETER
INLET PIPE #1
INLET PIPE #2
OUTLET PIPE
SITE SPECIFIC
DATA REQUIREMENTS
WIDTH HEIGHTANTI-FLOTATION BALLAST
NOTES/SPECIAL REQUIREMENTS:
RIM ELEVATION
CARTRIDGE FLOW RATE
* PER ENGINEER OF RECORD
CARTRIDGE HEIGHT (SEE TABLE ABOVE)
CB 108
0.091
0.438
100-YEAR
1.80'
9
5 GPM
ZPG
407.00 LCPE 12"
405.20 LCPE 12"
421.71
N/A N/A N/A
N/A N/A
AS-BUILT
421.32
IN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4054CEDARS AT THE HIGHLANDSCEDARS AT THE HIGHLANDSLUA-17-000189C19000411CEDARS AT THE HIGHLANDSPR17-000190DRS PROJECT NO. 16041NSER
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AS-BUILT
AS BUILT
AS BUILT
160TH AVE SE
162ND AVE SE
75' REDUCED BUFFERPER RENTON MUNICIPALCODE 4-3-050 I (1)PROPERTY BOUNDARYPROPERTY BOUNDARY100' STANDARDBUFFERWETLAND ACATEGORY IIIEXISTINGSTRUCTURESCEDARS AT THE HIGHLANDS - EXISTING CONDITIONS 1BY: DB & DSSCALE: SEE GRAPHICSOURCES:CEDARS
AT THE HIGHLANDS
14120 160TH AVE SE
RENTON, WASHINGTON 98059
THE SE 14 OF SECTION 14, TOWNSHIP 23N,
RANGE 05E, W.M.DATE: 3/06/2019JOB: 1155.0024SHEET OF 4R-405427TED-40-4054
AS BUILT
13112121ROAD A160TH AVE SE TRACT C3162ND AVE SE4567 8910TRACT ATRACT B160TH AVE SE
162ND AVE SE
75' REDUCED BUFFERPER RENTON MUNICIPALCODE 4-3-050 I (1)PROPERTY BOUNDARYPROPERTY BOUNDARYENTRY DRIVEEXISTING STRUCTUREALLOWED UNDERPROPOSED TEMPORARYUSE PERMIT 1,910 SQ. FT.(DASHED BLACK BOUNDARY)LOT LINESWETLAND ACATEGORY IIIEXISTINGSTRUCTURESBUFFER REDUCTIONAREA 7,741 SFBUFFER ENHANCEMENT AREA(WITHOUT TEMPORARY USE AREA)13,551 SFCEDARS AT THE HIGHLANDS - PROPOSED PROJECT 2BY: DB & DSSCALE: SEE GRAPHICSOURCES:CEDARS
AT THE HIGHLANDS
14120 160TH AVE SE
RENTON, WASHINGTON 98059
THE SE 14 OF SECTION 14, TOWNSHIP 23N,
RANGE 05E, W.M.DATE: 3/06/2019JOB: 1155.0024SHEET OF 4R-405428TED-40-4054
AS BUILT
WETLAND ACATEGORY III75' REDUCEDBUFFERPHASE II PLANTING AREATEMPORARY USE AREAWITHIN BUFFER 1,910 SF(BLACK DASHEDBOUNDARY)999999999999999999999999999CCCCCCCCCCCCCCCCCCCHHHHHHHHHHHCCCCCCONIFEROUSTREESEXISTING TREESTO REMAIN (TYPICAL)TREESPICEA SITCHENSIS / SITKA SPRUCEPSEUDOTSUGA MENZIESII / DOUGLAS FIRTHUJA PLICATA / WESTERN RED CEDARSHRUBSCORNUS SERICEA / RED-OSIER DOGWOODGAULTHERIA SHALLON / SALALLONICERA INVOLUCRATA / BLACK TWINBERRYMAHONIA AQUIFOLIUM / TALL OREGON GRAPEPHYSOCARPUS CAPITATUS / PACIFIC NINEBARKPOLYSTICHUM MUNITUM WESTERN SWORDFERNRIBES SANGUINEUM / RED FLOWERING CURRANTROSA NOOTKANA / NOOTKA ROSERUBUS SPECTABILIS SALMONBERRYSALIX HOOKERIANA / HOOKER'S WILLOWSEED MIXBUFFER / DRY SOIL SEED MIXTHROUGHOUT BUFFER AT ALLDISTURBED AREASNATIVE PLANT SYMBOL LEGENDH9CCEDARS AT THE HIGHLANDS - BUFFER ENHANCEMENT PLANTING PLAN 3BY: DB & DSSCALE: SEE GRAPHICSOURCES:CEDARS
AT THE HIGHLANDS
14120 160TH AVE SE
RENTON, WASHINGTON 98059
THE SE 14 OF SECTION 14, TOWNSHIP 23N,
RANGE 05E, W.M.DATE: 3/06/2019JOB: 1155.0024SHEET OF 4NOTE:PLANTING DENSITY AND LOCATIONS WILLREQUIRE ADJUSTMENT IN THE FIELD TOACCOMMODATE EXISTING NATIVEVEGETATION TO REMAIN.SCALE: 1" = 15' (ON 22" X 34" SHEET)REDUCED BUFFER ENHANCEMENT PLANNATIVE PLANT SCHEDULEBUFFER PERIMETER (OUTER 30')DENSE PLANTING TO PROVIDESCREEN FOR WETLAND(TREES, SHRUBS AND SEEDING)5,855 SQ. FT.BUFFER INTERIOR (INNER 45')POCKETS OF DENSE SHRUBS (PRIMARILY)PLANTED IN AREAS WHERE INVASIVESHAVE BEEN REMOVED AND BETWEENEXISTING TREES(TREES, SHRUBS AND SEEDING)7,696 SQ. FT.}}R-405429TED-40-4054
AS BUILT
CEDARS AT THE HIGHLANDS - PRELIMINARY BUFFER ENHANCEMENT PLANTING PLAN 4BY: DB & DSSCALE: SEE GRAPHICSOURCES:CEDARS
AT THE HIGHLANDS
14120 160TH AVE SE
RENTON, WASHINGTON 98059
THE SE 14 OF SECTION 14, TOWNSHIP 23N,
RANGE 05E, W.M.DATE: 3/06/2019JOB: 1155.0024SHEET OF 4NATIVE GROWTH PROTECTION AREANOT TO SCALESPLIT RAIL FENCE DETAILNOT TO SCALENGPA SIGN DETAIL70-80 % OF STAKE
STORAGE OF LIVE STAKESALL WOODY PLANT CUTTINGS COLLECTEDMORE THAN 12 HR PRIOR TOINSTALLATION, MUST BE CAREFULLYBOUND, SECURED, AND STORED OUT OFDIRECT SUNLIGHT AND SUBMERGED INCLEAN FRESH WATER FOR A PERIOD OFUP TO TWO WEEKS.OUTDOOR TEMPERATURES MUST BE LESSTHAN 50 DEGREES F AND TEMPERATUREINDOORS AND IN STORAGE CONTAINERSMUST BE BETWEEN 34 AND 50 DEGREES F.IF THE LIVE STAKES CANNOT BEINSTALLED DURING THE DORMANTSEASON, CUT DURING THE DORMANTSEASON AND HOLD IN COLD STORAGE ATTEMPERATURES BETWEEN 33 AND 39DEGREES F FOR UP TO 2 MONTHS.INSTALLED BELOW GRADE 1. LIVE STAKES TO BE 1 TO 2 INCH DIAMETER 24 TO 32 INCHES LENGTH.2. USE 1/2 INCH DIAMETER REBAR OR ROCK BAR TO MAKE PILOT HOLE.3. INSTALL LIVE STAKES TAPER END DOWN WITH BUDS POINTED UP.4. MINUMUM TWO BUDS ABOVE GRADE.5. SET LIVE STAKES WITH DEAD-BLOW HAMMER.6. WATER IMMEDIATELY AFTER INSTALLATION.NOTES:NOT TO SCALELIVE STAKE PLANTING DETAILNOTES:1. PLANT SHRUBS OF THE SAME SPECIES INGROUPS OF 3 to 9 AS APPROPRIATE, OR AS SHOWNON PLAN. AVOID INSTALLING PLANTS IN STRAIGHTLINES TO ACHIEVE A NATURAL-LOOKING LAYOUT.2. EXCAVATE PIT TO FULL DEPTH OF ROOT MASSAND 2 X ROOT MASS DIAMETER. SPREAD ROOTSTO FULL WIDTH OF CANOPY. SCARIFY SIDES OF PIT.3. MIDWAY THROUGH PLANTING ADD AGROFORMTABLET AND WATER THOROUGHLY.4. BACKFILL TO BE COMPACTED USING WATER ONLY.5. WATER IMMEDIATELY AFTER INSTALLATION.LOCATOR LATH (IF SPECIFIED)3 to 4 INCH LAYER OF MULCH - KEEP MULCHMIN. 3" AWAY FROM TRUNK OF SHRUBNOT TO SCALETREE AND SHRUB PLANTING DETAIL (TYPICAL)SET TOP OF ROOT MASS / ROOT BALL FLUSHWITH FINISH GRADE OR SLIGHTLY ABOVEUNDISTURBED ORCOMPACTED SUBGRADER-405430TED-40-4054
AS BUILT