HomeMy WebLinkAboutF_Fire Station 15_Civil Construction Plans_180215.pdfPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSSHEET INDEXVICINITY MAPDEVELOPMENT ENGINEERINGIFitz-James 02/15/2018WASTEWATER UTILITYdchristen 02/15/2018REGIONAL FIRE AUTHORITYcthomas 02/15/2018APPROVEDSURFACE WATER UTILITYrstraka 02/15/2018WATER UTILITYAbdoul Gafour 02/15/2018
DEVELOPMENT ENGINEERINGIFitz-James 02/15/2018SURFACE WATER UTILITYrstraka 02/15/2018
DEVELOPMENT ENGINEERINGIFitz-James 02/15/2018SURFACE WATER UTILITYrstraka 02/15/2018
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSDEVELOPMENT ENGINEERINGIFitz-James 02/15/2018SURFACE WATER UTILITYrstraka 02/15/2018
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS4CITY OF RENTON STD 216.30 - CATCH BASIN FILTER3CITY OF RENTION STD 215.10- STABILIZED CONSTRUCTION ENTRANCE2CITY OF RENTON STD 214.00 - SILT FENCE11SEDIMENT SUMP & PUMP10SUB-BASE FOR PERMEABLE PAVEMENT9CONSTRUCTION FENCING8TEMPORARY EDGE PROTECTION5CITY OF RENTON STD 217.00 - INTERCEPTOR DIKE1CITY OF RENTON STD 211.00 - SEDIMENT TRAP6CITY OF RENTON STD 217.10 - INTERCEPTOR SWALE7CITY OF RENTON STD 217.40 - CHECK DAMS SPACING AND CROSS SECTIONDEVELOPMENT ENGINEERINGIFitz-James 02/15/2018SURFACE WATER UTILITYrstraka 02/15/2018
DEVELOPMENT ENGINEERINGIFitz-James 02/15/2018
DEVELOPMENT ENGINEERINGIFitz-James 02/15/2018SURFACE WATER UTILITYrstraka 02/15/2018
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS1124" BOLT-LOCKING MANHOLE RING & COVER9COR STD PLAN 204.10 - RECTANGULAR SOLID METAL COVER5COR STD PLAN 204.00 - RECTANGULAR FRAME3COR STD PLAN 202.00 - CB INSTALLATION2COR STD PLAN 201.00 - CB TYPE 21COR STD PLAN 200.00 - CB TYPE 1“”DEVELOPMENT ENGINEERINGIFitz-James 02/15/2018SURFACE WATER UTILITYrstraka 02/15/2018
2'-4"INSIDE RIMPLAN VIEW6"AASECTION A-ASECTION B-BA514"2'-0"INSIDE2'-012"OUTSIDEB 2'-4"2'-0"4'-434"5"5"4'-834"OUTSIDE RIM2'-4"INSIDE RIM2'-4"INSIDE RIMFLOWBBH FLOATABLESBAFFLEWEIR WALLCLEANOUTACCESS PLUGON WEIR WALLCONCRETE COLLARAND REBAR TO MEETHS20 IF APPLICABLE BYCONTRACTORACCESS COVERVANED INLET GRATEINLET STUB(OPTIONAL)INLET STUB(OPTIONAL)PERMANENTPOOL ELEVATIONLIFTING EYE(TYP. OF 4)CARTRIDGESUPPORTCATCHBASIN FOOT(TYP. OF 4)OUTLET STUBOUTLET PIPEFROM FLOWKITOPTIONALSLOPED LIDFINISHED GRADEFILTRATION BAYINLETPERMANENTPOOL ELEVATIONSTORMFILTERCARTRIDGEGENERAL NOTES1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.2.FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOURCONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com3.STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED INTHIS DRAWING.4.INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BYCONTRACTOR.5.MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "O" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACEOF THE STEEL SFCB.6.STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARDOUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADEUSING FLEXIBLE COUPLING BY CONTRACTOR.7.STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOADRATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDEDBY CONTRACTOR.8.FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS.9.SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).INSTALLATION NOTESA.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BYENGINEER OF RECORD.B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHESPROVIDED).C.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF.FILTRATIONBAY INLETFLOW KIT1'-0"COLLARCATCHBASIN FOOT(TYP. OF 4)STORMFILTER STEEL CATCHBASIN DESIGN NOTESCARTRIDGE HEIGHTSPECIFIC FLOW RATE (gpm/sf)CARTRIDGE FLOW RATE (gpm)RECOMMENDED HYDRAULIC DROP (H)27"18"18" DEEP3.05'2.3'3.3'STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASINHAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTERCATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL.PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE ISREQUIRED.CARTRIDGE SELECTION18.7912.5312.532 gpm/sf22.511.2515157.57.51.67* gpm/sf1 gpm/sf2 gpm/sf1.67* gpm/sf1 gpm/sf2 gpm/sf1.67* gpm/sf1 gpm/sf* 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLYINLET PERMANENT POOL LEVEL (A)1'-0"1'-0"2'-0"PEAK HYDRAULIC CAPACITY1.01.01.8OVERALL STRUCTURE HEIGHT (B)4'-9"3'-9"4'-9"CONFIGURATIONSTRUCTURE IDWATER QUALITY FLOW RATE (cfs)PEAK FLOW RATE (<1 cfs) RETURN PERIOD OF PEAK FLOW (yrs)CARTRIDGE FLOW RATE (gpm)MEDIA TYPE (PERLITE, ZPG, PSORB)RIM ELEVATIONPIPE DATA:I.E.DIAMETERINLET STUBOUTLET STUBNOTES/SPECIAL REQUIREMENTS:1-CARTRIDGE CATCHBASINSTORMFILTER DATASLOPED LIDSOLID COVEROUTLETINLETINLETOUTLETINLETINLETCARTRIDGE HEIGHT (27", 18", 18" DEEP)SD #2.014.0961007.5ZPG208.75'206.45'6"206.45'8"YES\NOYES\NO18"I.E.DIAMETERSD #10.004.0291007.5ZPG210.30'209.30'6"208.00'8"18"YES\NOYES\NOPROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS7TRENCH DRAIN6CONCRETE CATCHBASIN STORMFILTER - 2 CARTRIDGE UNIT4COR STD PLAN 264.00 - SOIL AMENDMENT SECTIONS2COR STD PLAN 204.60 - MISC DETAILS FOR DRAINAGE STRUCTURES1COR STD PLAN 204.20 - RECTANGULAR VANED GRATE3COR STD PLAN 220.00 - PIPE COMPACTION DESIGN AND BACKFILLDEVELOPMENT ENGINEERINGIFitz-James 02/15/2018SURFACE WATER UTILITYrstraka 02/15/2018
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS5CLEAN-OUT TO GRADE2FOOTING DRAIN11NOT USED10DISCHARGE PAD9FLOW CONTROL STRUCTURE (FCS)6AREA DRAIN8NOT USED3GRAVEL PATH AND INTERCEPTOR TRENCH7DOWNSPOUT CONNECTION DETAIL4NOT USEDDEVELOPMENT ENGINEERINGIFitz-James 02/15/2018SURFACE WATER UTILITYrstraka 02/15/2018
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS11NOT USED10NOT USED6BIORETENTION FACILITY WITH INFILTRATION TRENCH8COR STD PLAN 262.40 - BIORETENTION - OVERFLOW OUTLET STRUCTURE7COR STD PLAN 262.00 - BIORETENTION SECTION (NO UNDERDRAIN)9NOT USEDDEVELOPMENT ENGINEERINGIFitz-James 02/15/2018SURFACE WATER UTILITYrstraka 02/15/2018
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSDEVELOPMENT ENGINEERINGIFitz-James 02/15/2018SURFACE WATER UTILITYrstraka 02/15/2018
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSDEVELOPMENT ENGINEERINGIFitz-James 02/15/2018SURFACE WATER UTILITYrstraka 02/15/2018
DEVELOPMENT ENGINEERINGIFitz-James 02/15/2018WASTEWATER UTILITYdchristen 02/15/2018SURFACE WATER UTILITYrstraka 02/15/2018WATER UTILITYAbdoul Gafour 02/15/2018
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS11COR STD PLAN 103- CURB AND GUTTER REPLACEMENT10COR STD PLAN 101 - CEMENT CONCRETE CURBS8ADA SIGN W/POST7PLASTIC WHEEL STOP6CONCRETE VERTICAL CURB TYPICAL5ASPHALT CONCRETE TRANSITION3ADA STALL AND BLOCKOUT STRIPING2CONCRETE WALKWAY1HEAVY DUTY CONCRETE PAVEMENT9HEAVY DUTY PERMEABLE PAVEMENTDEVELOPMENT ENGINEERINGIFitz-James 02/15/2018SURFACE WATER UTILITYrstraka 02/15/2018
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS4COR STD 310.3 HYDRANT MARKER LAYOUT3COR STD 310.1 FIRE HYDRANT ASSEMBLY1COR STD PLAN 300.0 WATER PLAN GENERAL NOTES2COR STD PLAN 300.1 CONNECTION TO WM W/ TAPPING TEE & VALVE11COR STD PLAN 403.1 - 8" OR 6" SSCO10COR STD PLAN 360.5 DOUBLE CHECK VALVE ASSEMBLY9COR STD PLAN 340.8 3/4" TO 2" DCVA ASSEMBLY8COR STD PLAN 330.3 CONCRETE BLOCKING FOR VERTICAL FITTINGS6COR STD PLAN 320.3 2" AND 1-1/2" WATER SERVICE5COR STD PLAN 320.1 3/4" AND 1" WATER SERVICE7COR STD PLAN 330.2 CONCRETE BLOCKINGDEVELOPMENT ENGINEERINGIFitz-James 02/15/2018WATER UTILITYAbdoul Gafour 02/15/2018
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS1COR STD PLAN 110 - TRANSVERSE PAVEMENT PATCH2COR STD PLAN 102 CEMENT CONCRETE SIDEWALK11WEST ENTRANCE DETAIL6CDF TRENCH BACKFILL5COR STD PLAN 406.1 STANDARD SIDE SEWER INSTALLATION10ASPHALT PAVEMENT- HEAVY DUTY-ALT9ASPHALT PAVEMENT - HEAVY DUTY4COR STD PLAN 104.4- CEMENT CONCRETE DRIVEWAY ENTRANCE3COR STD PLAN 104.2- CEMENT CONCRETE DRIVEWAY ENTRANCEDEVELOPMENT ENGINEERINGIFitz-James 02/15/2018
PROEERALENGINFESSION NOTGS TAT ATWFOENIHSEREDREGISLAURIEJ.PFARR1932 First AveSuite 201Seattle, WA 98101p. 206.725.1211f. 206.973.5344www.lpdengineering.comengineering pllcCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDS11NOT USED10NOT USED9WATER UTILITY NOTES7CURB TAPER6SANITARY SEWER NOTES418" x 18" AREA DRAIN3LANDSCAPE MAINTENANCE STRIP8COR STD PLAN 129 - SIGN MOUNTING ON SINGLE METAL POSTDEVELOPMENT ENGINEERINGIFitz-James 02/15/2018
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1L1.02SOIL PREPARATION IN SHRUB& GROUNDCOVER AREAS, TYP2L1.02SOIL PREPARATIONIN LAWN AREA, TYP1L1.03GROUNDCOVER & SHRUB PLANTING, TYP3L1.03BOULDER INLANDSCAPE, TYP4L1.02MULTI-TRUNKDECIDUOUSTREE PLANTING3L1.02DECIDUOUS TREE PLANTING, TYP2L1.03CONCRETE MOW STRIPIN LANDSCAPE, TYPFIREFIGHTERPARKINGHYDRANT, SEE CIVIL DWGSPROPOSED PROJECTSEPARATION LINEARBORVITAEHEDGE, TYPPHASE INSTALLED BYRESERVOIR CONTRACTORPHASE INSTALLED BY FIRESTATION CONTRACTORFIRE STATIONPLANTING PLANNORTH 30TH STREETPUBLICPARKINGFENCE &MANUAL GATE,SEE ARCH DWGSPROPERTYLINE, TYPPROPERTYLINE / ZONECHANGE, TYPRETAININGWALL, TYP, SEECIVIL DWGSGENERATOR,SEE ARCH DWGSTRASHENCLOSURE,SEE ARCH DWGSPATIOPATIOFIRE TRUCKSIGHT DISTANCE;NO TREES, TYPSCREEN WALL,SEE ARCH DWGS46QUARRYSPALLS, TYPHAND-HOLE, SEE ELECTRICAL DWGSHAND-HOLE,SEEELECTRICALDWGS18'-3"CL6'-0"CLSLIDINGGATE, SEEARCH DWGSFIRE STATION BUILDING(SEE ARCH DWGS)CITY FIBERVAULT, SEECIVIL DWGSFUTUREPROPERTY LINEFLAGPOLE, SEEARCH DWGSBIKE RACKS, SEEARCH DWGS20'-0"20'-5"LIGHTPOLE W/CONCRETE BASE,SEE ARCH DWGSFIRE HYDRANT,SEE CIVIL DWGS20'-0"ELECTRICAL TOWER W/CONCRETE PAD, SEEELECTRICAL DWGSPROPOSEDRESERVOIRShaded tone area indicates extent of area tobe cleared, grubbed, excavated and toreceive new topsoil & hydroseed as indicatedon Detail I, Sheet L-2 (approx 6,200 SF).Shaded tone area indicates extent of area to be cleared,grubbed, excavated and to receive new topsoil & mulch to thedepths indicated on Detail J, Sheet L-2 (approx 2,450SF).NOTE: verify location of underground power before excavating!Protect & preserveTree #24 Prunuspadus, 15' R root zoneRESERVOIRPLANTING PLANFIRE STATION PLANTING PLAN1RESERVOIR PLANTING PLAN BY OTHERSFOR REFERENCE ONLY20'10'40'SCALE0'NORTHCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSSTA
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8FIRE STATION 151404 N 30TH STREETRENTON, WA 98056PLANTING PLANR-398720TED-40-3987FIRE STATION 15L1.01A
FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490CURRENT PLANNINGcclose 02/15/2018
FIRE STATION PLANTING LEGENDFIRE STATION PLANT SCHEDULEFIRE STATION PLANTING ABBREVIATIONSTREES4FIRE STATION PLANTING NOTESNyssa sylvatica 'JFS-Red' /FIRESTARTER® TUPELOSYMQTYSCIENTIFIC / COMMON NAMESREMARKS2" CAL; B&B/FABRIC BAG; FULL, WELLBRANCHED & WELL ROOTED; STRAIGHTCENTRAL LEADER & SINGLE TRUNK;SYMMETRICAL BRANCHING HABIT3Acer griseum /PAPERBARK MAPLE2 1/2" CAL B&B/FABRIC BAG; FULL, WELLBRANCHED & WELL ROOTED; SINGLE-TRUNKED;MIN 5' BRANCHING HT; SYMMETRICALVASE-SHAPED BRANCHING HABIT2 GAL CONT; FULL, WELLBRANCHED & WELL ROOTEDBrachyglottis greyi 'Sunshine' /DAISY BUSH301 GAL CONT; FULL, WELLBRANCHED & WELL ROOTEDJuniperus x pfitzeriana 'Aurea Improved' /GOLD COAST JUNIPER1691 GAL CONT; FULL, WELLBRANCHED & WELL ROOTED1841Acer saccharum /SUGAR MAPLE1 GAL CONT; FULL, WELLBRANCHED & WELL ROOTEDMahonia nervosa /LONGLEAF MAHONIA1145 GAL CONT; FULL, WELLBRANCHED & WELL ROOTEDMahonia aquifolium /OREGON GRAPE125 GAL CONT; FULL, WELL BRANCHED & WELLROOTED; MULTI-TRUNKED WITH 3 MAIN TRUNKSAcer circinatum /VINE MAPLE105 GAL CONT; FULL, WELLBRANCHED & WELL ROOTEDRibes sanguineum /RED FLOWERING CURRANT51 GAL CONT; FULL, WELLBRANCHED & WELL ROOTEDNandina domestica 'Firepower' /FIREPOWER HEAVENLY BAMBOOGROUNDCOVERS5161 GAL CONT; FULL & WELL ROOTED;TRIANGULAR SPACING @ 18" OCHakonechloa macra 'Aureola' /GOLDEN JAPANESE FOREST GRASS219Pennisetum alopecuroides 'Little Bunny' /LITTLE BUNNY FOUNTAIN GRASS1592 GAL CONT; FULL, WELL BRANCHED & WELLROOTED; TRIANGULAR SPACING @ 24" OC;INTERMIX BOTH SPECIES50% Gaultheria shallon /SALAL339Prunus laurocerasus 'Mt. Veron' /MT. VERNON ENGLISH LAUREL160SEE SPECSSOD LAWN1,494 SF3" DEPTHMULCH ONLY2 GAL CONT; FULL, WELLBRANCHED & WELL ROOTEDEuonymus alatus 'Compactus' /COMPACT BURNING BUSH11SHRUBS5 GAL CONT; STRAIGHT FORM; FULL, WELLBRANCHED & WELL ROOTEDThuja occidentalis 'Emerald Green' /EMERALD GREEN ARBORVITAE6150% Rhus aromatica 'Gro-Low' /GRO-LOW FRAGRANT SUMAC339125 SF3" CAL; B&B/FABRIC BAG; FULL, WELLBRANCHED & WELL ROOTED; STRAIGHTCENTRAL LEADER & SINGLE TRUNK;SYMMETRICAL BRANCHING HABIT1Acer griseum /PAPERBARK MAPLE2 1/2" CAL B&B/FABRIC BAG; FULL, WELLBRANCHED & WELL ROOTED; MULTI-TRUNKED; 2OR 3 TRUNKS; MIN 5' BRANCHING HT;SYMMETRICAL VASE-SHAPED BRANCHING HABIT1 GAL CONT; FULL & WELL ROOTED;TRIANGULAR SPACING @ 12" OC;INTERMIX ALL SPECIES25% Juncus ensifolius /DAGGER-LEAF RUSH8425% Juncus patens /SPREADING RUSH8425% Juncus tenuis /SLENDER RUSH8425% Scirpus microcarpus /SMALL-FRUITED BULRUSH84#/NO NUMBER%PERCENT&AND@ ATARCHARCHITECTUREABBRABBREVIATIONSAPPROXAPPROXIMATEB&B BALLED &BURLAPPEDCAL CALIPER℄CENTER LINECLRCLEARCONTCONTAINERDIADIAMETERDWGSDRAWINGSEAEACHEQEQUALEXEXISTINGGALGALLONHTHEIGHTLFLINEAR FEETMAXMAXIMUMMINMINIMUMOCON CENTERLBSPOUNDSQTYQUANTITYREPREPRESENTATIVESPEC SPECIFICATIONSQSQUARESYMSYMBOLTYPTYPICALW/WITHDETAIL IDENTIFICATIONSHEET IDENTIFICATION1L1.02PROPOSED SITE CONTOURS, SEE CIVILEX SITE CONTOURS, SEE CIVILPROPERTY LINEFUTURE PROPERTY LINE2,000 - 4,000 LBS LANDSCAPE BOULDER6,000 - 8,000 LBS LANDSCAPE BOULDER461.ANY DISCREPANCIES W/ THE DWGS AND/OR SPECS & SITE CONDITIONSSHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REP PRIOR TOPROCEEDING W/ CONSTRUCTION.2.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TOBEGINNING CONSTRUCTION.3.COORDINATE PLANT MATERIAL & BOULDER LOCATIONS W/ SPRINKLERIRRIGATION HEAD LOCATIONS TO AVOID ANY CONFLICTS.4.INSTALL GROUNDCOVERS IN A TRIANGULAR PATTERN AT SPACING SHOWNIN THE PLANT SCHEDULE. WHERE GROUNDCOVER ABUTS CURBING, WALLS,OR WALKS, MIN PLANTING DISTANCE SHALL BE TWELVE (12) INCHES FROMSAME UNLESS OTHERWISE NOTED. INSTALL GROUNDCOVERS CONTINUOUSIN BETWEEN SHRUB PLANTINGS.5.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANYCOORDINATION W/ SUBCONTRACTORS AS REQUIRED TO ACCOMPLISHPLANTING OPERATIONS.6.PLANTING DRAWING IS BASED UPON SITE BASE DRAWINGS DATEDNOVEMBER 7, 2017. PREPARED BY: LPD ENGINEERING PLLC & SCHREIBERSTARLING & WHITEHEAD ARCHITECTS.1 GAL CONT; FULL & WELL ROOTED;TRIANGULAR SPACING @ 18" OC2 GAL CONT; FULL, WELL BRANCHED & WELLROOTED; TRIANGULAR SPACING @ 24" OCRosa x 'Noara' P.P.# 11308 /FLOWER CARPET REDGROUNDCOVER ROSE2 GAL CONT; FULL, WELLBRANCHED & WELL ROOTEDCornus sercea 'Kelseyi' /KELSEYI DOGWOOD271Note: An automatic irrigation system has not been provided for this design. Drought-tolerant speciesand a 8-inch mat of moisture-retaining topsoil have been specified in lieu of an irrigation system.Contractor shall monitor the condition of the plant material for a period of one (1) year followingacceptance of the work and manually water as necessary. Contractor shall monitor weekly.Note: All plant installation to take place between October 15 - March 1st unless authorized by theEngineer and Owner.Maintenance: Enhancement site will be added to the Forest Management maintenance inventoryand will be watered and maintained for a minimum of 3 yearsBotanical Name Common Name Size Notes QuantityTREESAcer circinatum Vine Maple 5 gal. min. 3' tall, multi trunk 11Cornus mas 'Hillier's Upright' Cornelian Cherry Dogwood 2 gal. single trunk, B&B 8Pseudotsuga menziesii Douglas Fir 5 gal. min. 6' tall, B&B 21Thuja plicata Western Red Cedar 5 gal. min. 6' tall, B&B 9EVERGREEN SHRUBSGaultheria shallon Salal 1 gal. 48Polystichum munitum Sword Fern 1 gal. 34Rhamnus frangula 'Columnaris' Tallhedge Buckthorn 5 gal. field located for screen 9Spiraea japonica Japanese Spirea 2 gal. 5Vaccinium ovatum Evergreen Huckleberry 1 gal. 22Viburnum x bodnantense Bodnant Viburnum 2 gal. 2GROUNDCOVERSFragaria chiloensis Beach Strawberry 4" pot to be field located by 216 Owner's Rep.MEADOW SEED MIX50% Perennial Ryegrass 8 lbs mix/1,000 SF20% Creeping Red Fescue20% Chewings Fescue10% Hard FescueRESERVOIR PLANTING NOTESCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSSTA
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8 RESERVOIR PLANT SCHEDULE BY OTHERSFOR REFERENCE ONLYFIRE STATION 151404 N 30TH STREETRENTON, WA 98056PLANTING SCHEDULE, LEGEND, ABBR & NOTESR-398721TED-40-3987FIRE STATION 15L1.01B
FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490CURRENT PLANNINGcclose 02/15/2018
12" GREATERTHAN DIA OFROOTBALL5'-0" STAKE HTROOTBALLDEPTH1'MIN 3'-0"TREE TRUNKSECTIONUNDISTURBED EX SOIL OR EX SOIL COMPACTEDTO 85% MAX DRY DENSITY, VERIFY POSITIVEDRAINAGE PRIOR TO CONSTRUCTIONTREE TRUNKPLANFINISH GRADE PRIOR TO PLACING MULCH1:1 SLOPE ON SIDES OF PLANTING HOLEROOTBALLTREE STAKE12"-1" WIDE WEBBED FABRIC TAPE (ARBOR TIE ORAPPROVED EQUAL), SECURE TO TREE STAKEWITH #2 PENNY COMMON NAIL (ONE PER STAKE)LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREETRUNK DIAMETER, SECURE LOOP WITH OVERHANDSLIPKNOT, PULLED AGAINST A SECOND OVERHANDKNOT, TIED ON THE WEBBED FABRIC TAPEWEBBED FABRIC TAPE(2) 2" DIA WOOD DOWELED TREE STAKES WITH CHAMFEREDTOP & 6" CONICAL POINT BOTTOM, KEEP CLEAR OF ROOTBALLTOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE3" MULCH DEPTHBACKFILL WITH PLANTING SOIL, WHEN HOLE IS HALFFILLED THOROUGHLY WATER SETTLE, THEN ADDREMAINING SOIL AND WATER SETTLE A SECOND TIMEAFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELYREMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL;COMPLETELY REMOVE FABRIC GROW BAGS & BURLAP; DISCARD ALLREMOVED MATERIAL; DO NOT BURY REMOVED MATERIAL INPLANTING PITSELF-WATERINGTREE BAGSTEP 1EXCAVATE EXISTING SOIL TO 24" DEPTH BELOWTOP OF ADJACENT CURB OR PAVING. AVOIDUNDERMINING ADJACENT CURB OR PAVINGSUBBASE MATERIAL. REMOVE SUBBASE FILLMATERIAL FROM PLANTING AREA AND PROVIDEPERCOLATION TEST PER SPECS, PRIOR TOPROCEEDING TO STEP 2.STEP 2APPLY SOIL AMENDMENTS & SCARIFY SUBGRADETO A MIN 6" DEPTH. OWNER'S REPRESENTATIVESHALL REVIEW & APPROVE WORK IN WRITINGPRIOR TO PROCEEDING TO STEP 3.STEP 3INSTALL MIN 18" DEPTH OF PLANTING SOIL IN 3 EQLIFTS. WATER SETTLE/COMPACT EACH LIFT PRIORTO INSTALLING THE NEXT LIFT.STEP 4INSTALL 3" DEPTH COMPOST & SOILAMENDMENTS. SCARIFY TO A MIN 6" DEPTH INTOPLANTING SOIL. OWNER'S REPRESENTATIVESHALL REVIEW & APPROVE WORK IN WRITINGPRIOR TO PROCEEDING TO STEP 5.STEP 5INSTALL PLANTS.STEP 6INSTALL 3" DEPTH MULCH.NOTES1.ALL DIMENSIONS INDICATECOMPACTED DEPTHS.2.SEE CIVIL DWGS FOR SOILPREP IN BIOSWALE.STEP 1STEP 3STEP 23" DEPTH MULCH, INSTALL TOP OF MULCH FLUSHWITH TOP OF ADJACENT CURB OR PAVINGLEVEL WITH TOPOF ADJACENTCURB OR PAVINGINSTALL PLANTS PLANTING SOILSTEP 6STEP 5UNDISTURBED EXISTINGSOIL OR FILLCOMPACTED TO 85%MAXIMUM DRY DENSITY,TYP; VERIFY POSITIVEDRAINAGE PRIOR TOCONSTRUCTIONSECTION6"15"3"
EQ24"6"STEP 4FINISH GRADECOMPOST3"EQEQ
6"
18"STEP 1EXCAVATE EXISTING SOIL TO 12" DEPTH BELOW TOPOF ADJACENT CURB OR PAVING. AVOIDUNDERMINING ADJACENT CURB OR PAVINGSUBBASE MATERIAL. REMOVE SUBBASE FILLMATERIAL FROM LAWN AREA AND PROVIDEPERCOLATION TEST PER SPECS, PRIOR TOPROCEEDING TO STEP 2.STEP 2APPLY SOIL AMENDMENTS & SCARIFY SUBGRADE TOA MIN 6" DEPTH. OWNER'S REPRESENTATIVE SHALLREVIEW & APPROVE WORK IN WRITING PRIOR TOPROCEEDING TO STEP 3.STEP 3INSTALL MIN 10" DEPTH OF LAWN SOIL IN 2 EQUALLIFTS. WATER SETTLE/COMPACT EACH LIFT PRIORTO INSTALLING THE NEXT LIFT.STEP 4INSTALL 1" DEPTH COMPOST & SOIL AMENDMENTS.STEP 5SCARIFY TO A MIN 3" DEPTH INTO PLANTING SOIL.COMPACT & RAKE PER SPECS. OWNER'SREPRESENTATIVE SHALL REVIEW & APPROVE WORKIN WRITING PRIOR TO PROCEEDING TO STEP 6.STEP 6INSTALL SOD LAWN.NOTES1.ALL DIMENSIONS INDICATECOMPACTED DEPTHS.STEP 1STEP 3STEP 2INSTALL SODLAWN SOILSTEP 6STEP 5UNDISTURBED EXISTINGSOIL OR FILLCOMPACTED TO 85%MAXIMUM DRY DENSITY,TYP; VERIFY POSITIVEDRAINAGE PRIOR TOCONSTRUCTIONSECTION6"8"
EQ
12"
6"STEP 4FINISH GRADECOMPOST1"
EQ
3"
3"
1"
10"LEVEL WITH TOPOF ADJACENTCURB OR PAVING12" GREATERTHAN DIA OFROOTBALL5'-0" STAKE HT
ROOTBALL
DEPTH
1'
MIN
3'-0"TREE TRUNKSECTIONUNDISTURBED EX SOIL OR EX SOIL COMPACTEDTO 85% MAX DRY DENSITY, VERIFY POSITIVEDRAINAGE PRIOR TO CONSTRUCTIONTREE TRUNKS. SECURE AMINIMUM OF THREE MAIN TRUNKSPLANFINISH GRADE PRIOR TO PLACING MULCH1:1 SLOPE ON SIDES OF PLANTING HOLEROOTBALLTREE STAKE12"-1" WIDE WEBBED FABRIC TAPE (ARBOR TIE ORAPPROVED EQUAL), SECURE TO TREE STAKE WITH#2 PENNY COMMON NAIL (ONE PER STAKE)LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREETRUNK DIAMETER. SECURE LOOP WITH OVERHANDSLIPKNOT, PULLED AGAINST A SECOND OVERHANDKNOT, TIED ON THE WEBBED FABRIC TAPEWEBBED FABRIC TAPE(2) 2" DIA WOOD DOWELED TREE STAKES WITH CHAMFEREDTOP & 6" CONICAL POINT BOTTOM, KEEP CLEAR OF ROOTBALLTOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE3" MULCH DEPTHBACKFILL WITH 2/3 PLANTING SOIL & 1/3 EX SOIL, WHENHOLE IS HALF FILLED THOROUGHLY WATER SETTLE, THENADD REMAINING SOIL AND WATER SETTLE A SECOND TIMEAFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELYREMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL;COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP1/3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PITSELF-WATERINGTREE BAGNOT TO SCALE3DECIDUOUS TREE PLANTINGNOT TO SCALE1SOIL PREPARATION IN SHRUB & GROUNDCOVER AREASNOT TO SCALE2SOIL PREPARATION IN LAWN AREANOT TO SCALE4MULTI-TRUNK DECIDUOUS TREE PLANTINGCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSSTA
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8FIRE STATION 151404 N 30TH STREETRENTON, WA 98056PLANTING DETAILSR-398722TED-40-3987FIRE STATION 15L1.02
FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490CURRENT PLANNINGcclose 02/15/2018
SECTIONROOTBALLDEPTHPLANTING HOLE TO BE 6" LARGERTHAN DIA OF ROOTBALL FORGROUNDCOVER, 12" LARGER THANDIA OF ROOTBALL FOR SHRUBS3" MULCH DEPTH; KEEP MULCHLAYER AWAY FROM FOLIAGEFINISH GRADE PRIORTO PLACING MULCHLIGHTLY SCARIFY ROOTBALL TOLOOSEN ROOTS PRIOR TO PLANTING1:1 SLOPE ON SIDES OF PLANTING HOLEBACKFILL WITH PLANTING SOIL,THOROUGHLY WATER SETTLEUNDISTURBED EX SOIL OR EX SOILCOMPACTED TO 85% MAX DRYDENSITY; VERIFY POSITIVE DRAINAGEPRIOR TO CONSTRUCTIONTOP OF ROOT CROWN TO BEFLUSH WITH FINISH GRADESECTIONMIN 1/3
BURIED
DIA
2/3
EXPOSED DIA
FINISH GRADE PRIOR TOPLACING MULCH4" DEPTH CRUSHEDSURFACING BASE COURSEUNDISTURBED EX SOIL OREX SOIL COMPACTED TO95% MAX DRY DENSITYCONCRETE PAVINGWHERE OCCURS PERPLAN, SEE CIVILPROVIDE COLD JOINT WHERECONCRETE ABUTS BOULDERBOULDER TO BE FIELD LOCATED,SEE PLANS FOR APPROXLOCATIONS & SIZES, SEE SPECSNOTE:1.FIELD VERIFY LOCATIONS FOR BORDERINSTALLATION W/ OWNER'S REPRESENTATIVEPRIOR TO DELIVERY & INSTALLATION.CLSMOOTH TROWEL FINISH1/4" RADIUS, BOTH SIDES6"SECTION(2) #4 REBAR 6" OC,CONTINUOUS, MIN 3" CLR12"6"CAST IN PLACE, REINFORCED,CONCRETE4" DEPTH CRUSHEDSURFACING BASE COURSEINSTALL FINISH GRADE OF PLANTINGAREA 3" BELOW TOP OF CONC MOW STRIP#4 VERT REBAR, 24" OC, MIN 3" CLRUNDISTURBED SUBGRADE OR FILLCOMPACTED TO 95% MAX DRY DENSITY5/8" (MINUS) CLEAN WASHED GRAVELNOT TO SCALE1GROUNDCOVER & SHRUB PLANTINGNOT TO SCALE3BOULDER IN LANDSCAPENOT TO SCALE2CONCRETE MOW STRIP IN LANDSCAPECITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSSTA
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8FIRE STATION 151404 N 30TH STREETRENTON, WA 98056PLANTING DETAILSR-398723TED-40-3987FIRE STATION 15L1.03
FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490CURRENT PLANNINGcclose 02/15/2018
BALL VALVE TO BEINSTALLED AT TRANSITIONBETWEEN INSTALLATIONSFIREFIGHTERPARKINGSLIDING GATE,SEE ARCH DWGSPROPERTYLINE, TYPPROPERTYLINE / ZONECHANGE, TYPHYDRANT, SEECIVIL DWGSPHASE INSTALLEDBY RESERVOIRCONTRACTORPHASE INSTALLED BY FIRESTATION CONTRACTOR4" SLEEVE2" MAIN LINE1" WATER METER, SEE CIVIL DWGSFIRE STATION BUILDING(SEE ARCH DWGS)NORTH 30TH STREETFUTURE ROWEXTENSIONSETBACKPUBLICPARKINGPATIOPATIO1L2.01BIRRIGATION POINT OFCONNECTION4" SLEEVE2" MAIN LINE4" SLEEVE1-1/2" LATERAL LINE6" SLEEVE1" LATERAL LINE2" MAIN LINE4" SLEEVE2" MAIN LINE2" SLEEVE3/4" LATERAL LINE11"16.5951"18.032" SLEEVE3/4" LATERAL LINE4L2.02EXTERIOR AUTOMATICCONTROLLER WALL MOUNT21"34.1931"17.224" SLEEVE1-1/2" LATERAL LINE61"15.352" CONDUIT FOR IRRCONTROL WIRES41"31.6681"13.0491"17.582" SLEEVE3/4" LATERAL LINE4" SLEEVE1-1/2" LATERAL LINE71"17.792" SLEEVE1" LATERAL LINENO IRRIGATIONAT RESERVOIRSEE SHEETL1.01 FORRESERVOIRPLANTINGNOTES20'10'40'SCALE0'NORTHFIRE STATION IRRIGATION PLAN2CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSSTA
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8FIRE STATION 151404 N 30TH STREETRENTON, WA 98056IRRIGATION PLANR-398724TED-40-3987FIRE STATION 15L2.01A
FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490ALTERNATE #1CURRENT PLANNINGcclose 02/15/2018
FLOW SENSOR1.5" DOUBLE CHECKVALVE ASSEMBLY1" WATERMETERQUICK COUPLERMASTER CONTROL VALVEPVC MAINLINEPRESSURE REDUCING VALVEIRR SYSTEMDOWN STREAMSEE CIVIL DWGSFIRE STATION IRRIGATION LEGENDFIRE STATION IRRIGATION SCHEDULEFIRE STATION IRRIGATION NOTES1.ALL IRRIGATION WORK SHOWN IS ALTERNATE #1.2.THERE IS A LOSS OF PRESSURE IN EACH PIPE FITTING DUE TO FRICTION. THESE LOSSES ARECOMPENSATED FOR BY ADDING TEN (10) PERCENT TO THE MANUFACTURERS RATED GPM FOREACH NOZZLE.3.LOCATE AUTOMATIC CONTROL VALVES IN PLANTING AREAS AT POINT OF EASY ACCESS.OWNER'S REPRESENTATIVE TO REVIEW & APPROVE FINAL LOCATION OF ALL QUICK COUPLERS &AUTOMATIC CONTROL VALVES PRIOR TO INSTALLATION.4.CONTRACTOR SHALL COORDINATE IRRIGATION EQUIPMENT WITH PLANT MATERIAL, TO AVOIDCONFLICTS, SPRAY BLOCKAGE & ANY OTHER ITEMS DEEMED APPROPRIATE BY THE OWNER'SREPRESENTATIVE.5.PSI IS APPROXIMATELY 98 PSI AT ELEVATION 210' PER CITY OF RENTON PRE-APPLICATIONMEMORANDUM DATED 18 MAY, 2017. PRIOR TO INSTALLATION OF IRRIGATION SYSTEM,CONTRACTOR SHALL FIELD VERIFY EX PSI. NOTIFY OWNER'S REPRESENTATIVE OF ANYDISCREPANCIES BETWEEN THE DESIGN PSI & EX PSI PRIOR TO PROCEEDING WITH WORK.6.SYSTEM DESIGNED TO 30 PSI (SPRAY HEADS).7.DRAWING IS SCHEMATIC. ACTUAL LOCATIONS MAY VARY DUE TO PLANT MATERIALS OR SITECONDITIONS.8.IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVING LOCATIONS WITHGENERAL CONTRACTOR.9.ALL IRRIGATION SLEEVING TO BE STAKED IN THE FIELD & REVIEWED BY OWNER'SREPRESENTATIVE PRIOR TO INSTALLATION. LOCATE SLEEVES ON DIMENSIONED "AS-BUILT"DRAWING TO ALLOW FOR FUTURE LOCATION & USE. ON "AS-BUILT" DRAWING, MAINLINE SHALLBE DIMENSIONED FROM ROADWAY CURB @ 30' OC TO ALLOW FOR FUTURE LOCATION.10.CONTRACTOR TO AIR BLOW IRRIGATION SYSTEM THROUGH QUICK COUPLERS TO WINTERIZEIRRIGATION SYSTEM IN FIRST SEASON.11.PROVIDE VARIABLE ARC NOZZLES WHERE NECESSARY PER FIELD DIRECTION TO AVOIDOVERSPRAY ON PAVED SURFACES AND BETWEEN PLANTING AND LAWN ZONES.FIRE STATION IRRIGATION ABBREVIATIONS%PERCENT&AND@AT#/NONUMBERABBRABBREVIATIONSARCHARCHITECTURAL℄CENTER LINECORCITY OF RENTONDIADIAMETERDWGSDRAWINGSEXEXISTINGGPMGALLONS PER MINUTEIRRIRRIGATIONLLENGTHMAXMAXIMUMMFRSMANUFACTURERSMINMINIMUMOCON CENTERNDSNDS INCPOCPOINT OF CONNECTIONPVCPOLYVINYL CHLORIDEPSIPOUNDS PER SQUARE INCHSSLIPSCHSCHEDULESPEC(S)SPECIFICATION(S)TTHREADTYPTYPICALWWIDTHW/WITHPOP-UP HEAD W/ SWING JOINT RISERDESCRIPTIONSYMPIPE SIZING LEGEND3/4"1"1-1/2"2"DESCRIPTIONSYMPOINT OF CONNECTIONIRRIGATION CONTROLLER - TORO SENTINELCENTRAL CONTROL SYSTEM SB-12-WS1-U;PROVIDE ONE (1) SHHR (SENTINEL HANDHELD REMOTE) W/ BATTERY1" WATER METER, SEE CIVIL SHEET C4.00SYMMANUFACTURER / MODELARCPSIGMP+10%RADIUS / WxLRAINBIRD 1812-SAM-PRS30-MPR-5Q90300.115'RAINBIRD 1812-SAM-PRS30-U8F301.168'RAINBIRD 1812-SAM-PRS30-U8H300.57RAINBIRD 1812-SAM-PRS30-U8Q300.29RAINBIRD 1812-SAM-PRS30-U10F301.8010'RAINBIRD 1812-SAM-PRS30-U10H300.90RAINBIRD 1812-SAM-PRS30-U10Q300.45RAINBIRD 1812-SAM-PRS30-U12F302.8612'RAINBIRD 1812-SAM-PRS30-U12H301.43RAINBIRD 1812-SAM-PRS30-U12Q300.72RAINBIRD 1812-SAM-PRS30-U15H302.04RAINBIRD 1812-SAM-PRS30-U15Q301.01RAINBIRD 1812-SAM-PRS30-MPR-15RCS300.544' x 15'RAINBIRD 1812-SAM-PRS30-MPR-15LCS300.54RAINBIRD 1812-SAM-PRS30-MPR-15SST301.33360909090901803603601801801808'10'12'15'4' x 15'8'10'12'15'4' x 30'IRRIGATION SLEEVE (SCH 40 PVC)BALL VALVE - NDS, SIZE TO MATCH PIPE SIZE1" QUICK COUPLING VALVE W/ KEY& HOSE SWIVEL RAINBIRD 44-LRCTORO P220, 112" MASTER CONTROL VALVETORO TFS-150 FLOW SENSORRAINBIRD 1812-SAM-PRS30-MPR-5H180300.225'2" MAIN LINE (SCH 40)LATERAL LINE WITH PIZE SIZE (SCH 40 PVC),SEE PIPE SIZING LEGEND FOR SIZERAINBIRD PEB AUTOMATIC CONTROLVALVE W/ BALL VALVE (SPEARS MVPBV6S)11"#GPMVALVE SIZECIRCUIT #1.5" DOUBLE CHECK VALVE,SEE CIVIL SHEET C4.002L2.031L2.022L2.031L2.01B5L2.024L2.024L2.032L2.03DETAIL IDENTIFICATIONSHEET IDENTIFICATIONAL-1PROPOSED SITE CONTOURS, SEE CIVILEX SITE CONTOURS, SEE CIVILPROPERTY LINEFUTURE ROW LINE3L2.032L2.025L2.023L2.022" PRESSURE REDUCINGVALVE ZURN WILKENS 500XLNOT TO SCALE1FIRE STATION IRRIGATIONPOINT OF CONNECTIONCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSSTA
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8FIRE STATION 151404 N 30TH STREETRENTON, WA 98056IRRIGATION SCHEDULE, LEGEND,DETAIL, ABBR & NOTESR-398725TED-40-3987FIRE STATION 15L2.01B
FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490ALTERNATE #1CURRENT PLANNINGcclose 02/15/2018
SECTION2"
MIN
SCH 40 PVC ELLUNDISTURBED EX SOIL OREX SOIL COMPACTED TO85% MAX DRY DENSITYMANUAL BALL VALVESUPPORT VALVE BOXWITH FOUR BRICKS TYPFINISH GRADE PRIOR TOPLACING SOD, OR MULCHSCH 40 PVC MAINLINE PIPESCH 40 PVC ELLSCH 80 PVC NIPPLES SIZE TOMATCH BALL VALVE, TYPSCH 40 PVC MAINLINE PIPEGRAVEL BACKFILL, SEE SPECS, 6" MIN DEPTH, TOPOF GRAVEL FLUSH WITH BOTTOM OF VALVE BOXVALVE BOX WITH LOCKING LID ORAPPROVED EQUAL1" SOD AREAS3" SHRUB/GROUNDCOVER AREASSECTIONGRAVEL BACKFILL FOR DRAIN,SEE SPECS 6" MIN DEPTH, TOP OFGRAVEL FLUSHWITHBOTTOM OF VALVE BOXUNDISTURBED EXSOIL OR EX SOILCOMPACTED TO 85%MAX DRY DENSITY1" SOD AREASVALVE BOX WITHLOCKINGLID OR APPROVED EQUALFINISH GRADE PRIOR TOPLACING SODSCH 40 PVC ELLSCH 40 PVC MAINLINE PIPESCH 80 PVC NIPPLES SIZE TOMATCH PRESSUREREDUCING VALVE, TYPSUPPORT VALVE BOX WITHFOUR BRICKS, TYPPRESSURE REDUCING VALVE 3" MIN
SCH 40 PVC ELLFRONT SECTIONSIDE SECTIONNOTES:1.ALL CONDUITS SHALL EXTEND MIN 18" DEPTH BELOW FINISH GRADE.2.INSTALLATION TO BE COMPLETED PER MFRS RECOMMENDATIONS.ELECTRICAL SERVICE &CONDUIT PER LOCAL &NATIONAL CODES; SEEELECTRICAL DWGS2" GALVANIZED STEELCONDUIT FOR CONTROLWIRES (OPTION - PAINTTO MATCH WALL)UNDISTURBED EX SOIL OREX SOIL COMPACTED TO85% MAX DRY DENSITYPVC SWEEP ELLFINISH GRADESECURE TO WALL WITHAPPROVED STRAPS, TYPWALL, TYPTOP OF CONTROLLER APPROXIMATELY 5' ABOVE FINISH GRADEAUTOMATIC IRRIGATIONCONTROLLERSECTIONPE-89 COMMUNICATION CABLE WITH 12" MIN SERVICE COIL &WATERPROOF WIRE SPLICE CONNECTORS LOCATE UNDER PIPE, TYP1" SOD AREAS, 3" SHRUB/GROUNDCOVER AREAS4" MIN DIRECTION OFWATER FLOWPVC 45 DEGREE ELL,TYP REDUCE DOWN TOFLOW SENSOR SIZE ASNECESSARYSCH 40 PVC MAINLINE PIPE,TYP (LENGTH AS REQUIRED)TWO STACKED VALVE BOXES (ASREQUIRED) WITH LOCKING LIDFLOW SENSORGRAVEL BACKFILL FOR DRAIN, SEESPECS 6" MIN DEPTH, TOP OF GRAVELFLUSH WITH BOTTOM OF VALVE BOX, TYPSUPPORT VALVE BOX FOUR BRICKS, TYPFINISH GRADE PRIOR TO PLACING SODMASTER CONTROLVALVESCH 40 PVC MALEADAPTER, TYP24" MIN18" MINFINISH GRADE PRIOR TOPLACING SOD OR MULCHPOP-UP SPRAY HEADADJUST TO FINISH GRADEUNDISTURBED EX SOIL OR EX SOILCOMPACTED TO 85% MAX DRY DENSITY1" SOD AREAS3" GROUNDCOVER/SHRUB AREASSECTIONSCH 40 PVC ELLSCH 40 PVC STREET ELLSCH 40 PVC LATERAL LINESCH 40 PVC TEE OR ELLSCH 40 PVC STREET ELLSCH 80 PVC NIPPLES SIZE TO MATCHSPRAY HEAD SIZE, TYP (8" MINLENGTH, 45 DEGREE MAX ANGLEFROM HORIZONTAL POSITION)NOT TO SCALE2MANUAL BALL VALVENOT TO SCALE3PRESSURE REDUCING VALVENOT TO SCALE4EXTERIOR AUTOMATIC CONTROLLER WALL MOUNTNOT TO SCALE5FLOW SENSOR OR MASTER CONTROL VALVENOT TO SCALE1POP-UP HEAD WITH POLY SWING RISERCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSSTA
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8FIRE STATION 151404 N 30TH STREETRENTON, WA 98056IRRIGATION DETAILSR-398726TED-40-3987FIRE STATION 15L2.02
FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490ALTERNATE #1CURRENT PLANNINGcclose 02/15/2018
SECTIONGRAVEL BORROW, COMPACT TO 95% MAX DRY DENSITYSCH 40 PVC SLEEVE WITH MAINLINE AND/ORLATERAL PIPE & CONTROL WIRES INSIDE SLEEVEMAINLINE AND/OR LATERAL PIPE, TYPPAVING & BASE COURSE, SEE CIVIL DWGSCONTROL WIRES FOR AUTOMATICCONTROL VALVES TAPED TOGETHER@ 10' OC; DO NOT TAPE TO PIPE18" MIN
12"
24"NOTES:1.ALL MAINLINE PIPE UNDER PAVEMENTS SHALL BE SLEEVED. SEE DETAIL 1/L2.03.2.BACKFILL MATERIAL TO BE FREE OF ROCK OR DEBRIS LARGER THAN 1". ABSOLUTELYNO ROCK OR DEBRIS SHALL BE PLACED DIRECTLY ADJACENT TO ANY PIPE.SECTION2" MIN ALLSIDES OFPIPE, TYP6'-4"INSTALL DETECTABLE MARKING TAPEONLY ABOVE MAINLINE, DO NOTINSTALL OVER LATERAL LINESPLANTING SOIL OR TURF AREAFINISH GRADE PRIOR TOPLACING SOD OR MULCHPVC LATERAL LINEPVC MAIN LINECONTROL WIRES FOR AUTOMATICCONTROL VALVES TAPED TOGETHER@ 10' OC, DO NOT TAPE TO PIPECOMPACTED BACKFILL MATERIALUNDISTURBED EX SOIL OR EX SOILCOMPACTED TO 85% MAX DRY DENSITY℄PLAN OF ANTI-ROTATION PIPESECTION3" CLR12" MINCLEARANCE24"1" SOD AREAS3" GROUNDCOVER/SHRUB AREASFINISH GRADEPRIOR TO PLACING,SOD OR MULCHSCH 40 PVC ELLSCH 40 PVC STREET ELLVALVE BOX (10" ROUND)SCH 40 PVC STREET ELLSCH 40 PVC TEE OR ELLSCH 40 PVC MAINLINEUNDISTURBED EX SOIL OR EX SOILCOMPACTED TO 85% MAX DRY DENSITYGRAVEL BACKFILL FOR DRAIN(6" MIN DEPTH)SUPPORT VALVE BOXWITH FOUR BRICKS TYPSCH 80 PVC NIPPLES TO MATCHQUICK COUPLING VALVE SIZE, TYPQUICK COUPLING VALVE,CENTER WITHIN BOXAND PLUMB VERTICALLY14" STAINLESS STEEL "U" BOLTTIGHTEN ON VALVE SNUG TO FITHARD SURFACE (PAVEMENT, WALLS, ETC)1" DIA SCH 80 PVC PIPEQUICK COUPLING VALVE14" STAINLESS STEEL "U" BOLT3" STEEL FARM FENCE POST -ATTACH TO QUICK COUPLER WITH3 STAINLESS STEEL CLAMPSSECTION1" SOD AREAS3" SHRUB/ GROUNDCOVER AREAS3M DIRECT BURIALSPLICE KIT, TYPSCH 40 PVC LATERAL LINESUPPORT VALVE BOX WITHFOUR BRICKS, TYPUNDISTURBED EX SOIL OREX SOIL COMPACTED TO85% MAX DRY DENSITYVALVE BOX WITH LOCKINGLID OR APPROVED EQUALFINISH GRADE PRIOR TOPLACING, SOD OR MULCHSCH 40 PVC ELLGRAVEL BACKFILL FOR DRAIN, 6" MINDEPTH, TOP OF GRAVEL FLUSH WITHBOTTOM OF VALVE BOXSCH 80 PVC NIPPLES SIZE TOMATCH CONTROL VALVE, TYPSCH 40 PVC TEE OR ELLBALL VALVEAUTOMATIC CONTROL VALVESCH 40 PVC MAINLINE PIPESCH 80 PVC TxT UNIONTO LOOSEN OUTWARDAWAY FROM VALVE30-INCH LINEAR LENGTHOF WIRE, COILEDSCH 40 PVCFEMALE ADAPTERSCH 80 PVC CLOSE NIPPLE(4 ACROSS ASSEMBLY)NOT TO SCALE1PIPE SLEEVE UNDER PAVEMENTNOT TO SCALE2MAIN AND LATERAL PIPE TRENCHNOT TO SCALE3QUICK COUPLING VALVENOT TO SCALE4AUTOMATIC CONTROL VALVECITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSSTA
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8FIRE STATION 151404 N 30TH STREETRENTON, WA 98056IRRIGATION DETAILSR-398727TED-40-3987FIRE STATION 15L2.03
FIRE STATION 15 C: 17-005383LUA: 17-000632PR: 17-000490ALTERNATE #1CURRENT PLANNINGcclose 02/15/2018
0.40.40.40.40.40.40.40.40.50.50.50.50.50.50.50.60.60.60.60.70.70.70.70.80.80.80.80.91.01.00.91.01.11.21.01.21.41.41.21.41.61.71.31.61.82.01.11.31.72.02.31.11.41.72.01.11.41.72.01.11.41.72.02.31.01.31.61.81.91.01.21.41.61.70.91.11.31.41.50.81.01.11.21.30.70.91.01.01.10.70.80.90.91.00.70.80.80.90.90.60.80.80.90.90.70.80.90.90.70.91.01.10.81.01.21.30.81.11.31.50.71.11.41.60.71.01.31.50.30.30.30.30.30.32.62.60.30.30.40.50.71.01.41.41.71.71.32.22.21.61.82.92.82.02.43.93.72.53.25.24.93.24.16.56.34.04.36.13.84.16.66.44.03.35.45.03.32.54.13.82.61.93.12.92.11.62.32.31.61.31.81.81.31.11.51.51.11.01.21.10.80.90.90.70.50.80.70.60.30.90.70.50.30.90.70.51.00.80.51.10.90.61.10.80.61.00.70.60.20.26.8CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSSIGNED01-31-2018 general@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU17-069NNDEVELOPMENT ENGINEERINGIFitz-James 02/15/2018
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSSIGNED01-31-2018 general@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU17-069DEVELOPMENT ENGINEERINGIFitz-James 02/15/2018
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSSIGNED01-31-2018 general@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU17-069DEVELOPMENT ENGINEERINGIFitz-James 02/15/2018
CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSSIGNED01-31-2018 general@hultzbhu.comPhone: (253) 383-32571111 Fawcett Ave Suite 100e n g i n e e r s i n c HULTZFax: (253) 383-3283Job Number:Tacoma, WA 98402BHU17-069DEVELOPMENT ENGINEERINGIFitz-James 02/15/2018