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KIR
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IRK
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8033
PERMIT SET
DESCRIPTIONDATE
ISSUE DATE:
MARK
5/22/2018
119 S MAIN ST,STE 200SEATTLE, WA 98104
206 - 322 -3322
4349
STATE OF WASHINGTONREX LEE BOND
ARCHITECTREGISTERED
SHEET:
CHECKED:PROJECT NO:
SCALE:DRAWN:
CONTENTS:
GENERALINFORMATION
T1.0
AS NOTEDJJWJJW
KIRKLAND CITY HALLLANDSCAPE IMPROVEMENTS
F.V. FIELD VERIFY
INSTALLED BY OWNERFURNISHED BY OWNER/F.O.I.O.
WINDOWWDW.
TACK BOARDTB
OPPOSITE HANDO.H.
MARKER BOARDM.B.
WALK OFF MATW.O.M.
SHEET VINYLSV
SIMILAR
STEEL
STAINLESS STEEL
SHOWER
SYSTEM
TEMPERED
TERRAZZOTELEPHONETOP OF CURB
SYMMETRICAL
SUSPENDEDSUBSTITUTE
VENTVAPOR BARRIER
UNFINISHED
TYPICALTOP OF WALL
WOOD
WEIGHT
WINDOW
WELDED WIRE FABRIC
WATER RESISTANTWATER PROOF(ING)
WATER HEATERWIRED GLASS
WATER CLOSET
WEST, WIDTH
VINYL COMPOSITION TILE
UNLESS OTHERWISE NOTED
TOILET SEAT COVER
TOP OF PLATE OR PAVEMENT
SOUND TRANSMISSION CLASS
SANITARY NAPKIN RECEPTACLESANITARY NAPKIN DISPENSER
SHEET
SOAP DISPENSER, STORM DRAINSEAT COVER DISPENSER
ROUGH OPENINGREVISION, REVISED
REINFORCEDREFRIGERATOR
POLYVINYL CHLORIDE PIPE
PRESSURE TREATED
PLASTIC LAMINATEPROPERTY LINEPERFORATED
NOT TO SCALE
NOT IN CONTRACTNOMINAL
NORTH
PAINTPAIR
PAINTED
SELF-ADHERED MEMBRANE
SQUARE FEET
SOLID CORE
RESILIENT
REFER(ENCE)
RADIUS, RISER
QUARRY TILE
PARTITION
OPPOSITEOPENING
ON CENTER
MFG MANUFACTURING
SHT.
MASONRY OPENING
MANUFACTURER('S STANDARD)
MECHANICALMEDIUM DENSITY EXTERIOR OVERLAYMEDIUM DENSITY OVERLAYMEDIUM DENSITY FIBERBOARD
LIGHT WEIGHT
JOINTKITCHEN
MIRRORMINIMUM
METAL
MEMBRANE
MASONRY
LINEAL FEET
INSULATED / INSULATIONINSIDE DIAMETER (DIM.)
INTERIOR
HARDWARE
HARDBOARDHOLLOW CORE
GYPSUM WALLBOARD
GLUE LAMINATEDGENERAL CONTRACTOR
HEATING/VENTILATION/HOLLOW METALHARDWOOD
GRADE
GROUND
HEADER
HOSE BIB
GALVANIZEDGAUGE
FIRE PROOF
FACE OF STUD OR STRUCTUREFACE OF MASONRY
FURNISHED BY OWNER/
FACE OF FOUNDATIONFACE OF CONCRETEFOUNDATIONFINISHFIRE HYDRANTFINISH FLOOR ELEVATIONFINISH FLOORFIRE EXTINGUISHER CABINETFIRE EXTINGUISHERFLOOR DRAINFLOOR CLEANOUTFIRE ALARM
EXISTING
EXTERIORELECTRIC WATER COOLEREQUIPMENTEQUALENCLOSUREELEVATIONELECTRICALEXPANSION JOINTEXPANSION BOLTEACH
DRAWINGDOWN SPOUTDOORDOWNDIVISIONDISPENSERDIMENSIONDOUBLE HUNGDRINKING FOUNTAIN
CUBIC YARDSCERAMIC TILECARPETCOORDINATECONTINUOUSCONCRETECOLUMNCLEAN OUTCONCRETE MASONRY UNITCLEAR(ANCE)CEILINGCONTROL JOINTCUBIC FEETCATCH BASINCABINET
BOTTOMBLOCKING
BOARD
ALTERNATEABOVE FINISH FLOORADJACENTACOUSTICAL TILE CEILINGACOUSTICAL CEILING PANEL
ARCHITECT(URAL)
ANCHOR BOLT
NUMBER
ANGLE
S.N.D.S.N.R.
S.T.C.
T.O.P.
T.P.D.
U.O.N.
V.C.T.
W.
W.C.
W.G.W.H.
W.P.W.R.
W.W.F.
WIN.
WT.
WD.
T.O.W.TYP.
UNF.
V.B.V.
SUB.SUSP.
SYM.
T.O.C.TEL.TER.
T.
SYS.
SHWR.
S.S.
STL.
SIM.
L.F.
MAS.
MEMB.
O.C.
OPN'G.OPP.
PTN.
Q.T.
R.
REF.
RESIL.
S.C.
S.F.
F.A.F.C.O.F.D.F.E.F.E.C.F.F.F.F.E.F.H.FIN.FND.F.O.C.F.O.F.
F.O.I.C.
F.O.M.F.O.S.
F.P.
GA.GALV.
INSTALLED BY CONTRACTOR
SAM
PTD.
ARCH.
BD.
BLK'G.BOT.
CAB.C.B.C.F.C.J.CLG.CLR.C.M.U.C.O.COL.CONC.CONT.COORD.CPT.C.T.C.Y.
D.F.D.H.DIM.DISP.DIV.DN.DR.D.S.DWG.
(E)
EA.E.B.E.J.ELEC.ELEV.ENCL.EQ.EQUIP.E.W.C.EXT.
PR.PT.
MTL.
N.
NOM.
MIN.MIR.
KIT.
INT.JT.
#
A.B.ACPA.C.T.ADJ.A.F.F.ALT.
PROPERTY LINE
CENTER LINE
H.B.
HDR.
GND.
GR.
HDWD.H.M.H.V.A.C.
AIR CONDITIONINGI.D.INSUL.
LT.WT.
M.D.F.M.D.O.M.D.X.MECH.
MFR.
M.O.
N.I.C.
N.T.S.
PERF.P.L.P-LAM.
P.T.
P.V.C.
REFR.REINF.
REV.R.O.
S.C.D.S.D.
G.C.GLULAM
G.W.B.
H.C.HDBD.
HDWR.
ABBREVIATIONS
CL
P/L
EAST (COORDINATE)E.
NEW(N)VERIFY IN FIELDV.I.F.
SOLID SURFACES.SURF.
LINOLEUMLINO
WALL BASEWB
ACOUSTICAL WALL PANELAWP
FIBRE REINFORCED PANELFRP
TOILET COMPARTMENTTC
BABY CHANGING STATIONBCS
TOILET PAPER DISPENSERT.P.D.
GRAB BARSGB
MOP/BROOM HOLDER (W/ SHELF)MOP
ROLLER SHADERS
WEATHER RESISTANT BARRIERWRB
SOUTHS.
GENERAL NOTES
VICINITY MAP
DESIGN TEAM
PROJECT DESCRIPTION
APPLICABLE CODES
DETAIL NUMBERSHEET NUMBER
DRAWING NUMBERSHEET NUMBER
DETAILS
ELEVATION
1.
2.
3.
ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES. IFA CONFLICT ARISES BETWEEN WHAT IS SHOWN IN THE CONTRACTDOCUMENTS AND AN APPLICABLE CODE, PROMPTLY NOTIFY ARCHITECTFOR DETERMINATION ON HOW TO PROCEED.
WHERE A CONFLICT ARISES BETWEEN ONE ASPECT OF THE CONTRACTDOCUMENTS AND ANOTHER, SUCH AS A DISCREPANCY BETWEEN THEDRAWINGS AND THE SPECIFICATIONS, NOTIFY THE ARCHITECT PROMPTLYFOR DETERMINATION ON HOW TO PROCEED.
THE CONTRACT DOCUMENTS ARE COMPRISED OF THE DRAWINGS,PROJECT MANUAL, AND ADDENDA, (IF ANY). THE CONTRACT DOCUMENTSARE CONSIDERED INCOMPLETE UNLESS ALL ELEMENTS LISTED AREPRESENT.
4.
5.
6.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OFSIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OFCONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BYTHE ARCHITECT.
THE LOCATION OF EXISTING CONSTRUCTION IS SHOWN BASED UPONAVAILABLE AS-BUILT INFORMATION. THE CONTRACTOR SHALL NOTIFY THEARCHITECT OF ANY SIGNIFICANT DISCREPANCIES BETWEEN THEDRAWINGS AND ACTUAL CONDITIONS. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK.
DO NOT SCALE THE DRAWINGS FOR DIMENSIONS. WHERE THERE IS ADISCREPANCY BETWEEN WRITTEN DIMENSIONS AND ACTUAL CONDITIONS,CONTACT THE ARCHITECT FOR INTERPRETATION.
2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL FIRE CODE2015 INTERNATIONAL MECHANICAL CODE2015 INTERNATIONAL FUEL GAS CODE (NATURAL GAS)2015 NATIONAL FUEL GAS CODE 58 (PROPANE)2015 UNIFORM PLUMBING CODE2015 WASHINGTON STATE ENERGY CODE (IECC)2015 WASHINGTON CITIES ELECTRICAL CODEKIRKLAND MUNICIPAL CODE
NOTE: INCLUDES ALL STATE OF WASHINGTON AND CITYOF KIRKLAND AMENDMENTS TO THESE LISTED CODES
GENERAL LEGENDEXTERIOR HARDSCAPE AND LANDSCAPE SITE IMPROVEMENTS TO APPROXIMATELY 12,000SF OF EXISTING HARDSCAPE/LANDSCAPE AT KIRKLANDCITY HALL, INCLUDES TREE REMOVAL AND TREE REPLACEMENT; INCLUDES ADDITION OF (1) PEDESTAL SIGN.
B.O. CEILINGEL +8'-6"ELEVATION SYMBOL HEIGHT AFF
LOCATION
BUILDING AND SITE INFORMATION1. ZONE: PLA 7A2. BUILDING NUMBER: 13. PREDOMINANT USE: GOVERNMENT BUILDING4. CONSTRUCTION CLASS: REINFORCED CONCRETE, TYPE VA5. STORIES: 26. EXISTING BUILDING GROSS SF: 70,2587. YEAR BUILT: 1984, 1994 ADDITION8. SPRINKLERS: YES9. HEATING SYSTEM: HEAT PUMP
10. TAX ID / PARCEL NO. 3885808355 11. SITE ADDRESS: 123 5TH AVE, KIRKLAND, WA 98033 12. PROPERTY NAME: KIRKLAND CITY HALL
13. LOT AREA: 164,50014. LEGAL DESCRIPTION: KIRKLAND ADD ALL OF BLKS 205 & 206 TGW VAC ALLEY LY WITHIN SD BLK
205 & TGW VAC ALLEY LY BTWN BLKS 205 & 206 TGW LOTS 1 THRU 7 BLK 210 SD PLAT TGW ALL OFVACATED 4TH AVE LY BTWN BLKS 205 & 210
RADIATORRAD
PERMIT SET
SITE
FACE OF WALL (OR COLUMN)F.O.W.
DRAWING LISTOWNER:
CITY OF KIRKLAND
CONTACT:CHRIS DODD123 5TH AVEKIRKLAND, WA 98033(425) [email protected]
GENERAL
G1.0 GENERAL INFORMATION
SURVEY1 SURVEY
CIVILC0.0 CIVIL COVER SHEETC1.0 TESC PLAN (AREA 1)C1.1 TESC DETAILSC1.2 CITY OF KIRKLAND STANDARD TESC NOTESC2.0 CIVIL SITE PLAN (AREA 1)C2.1 CIVIL DETAILS
ARCHITECT:
ARC ARCHITECTS
CONTACT:JEFF WANDASIEWICZ1101 E PIKE ST, FLOOR 3SEATTLE, WA 98122(206) [email protected]
LANDSCAPE ARCHITECT:
JKLA LANDSCAPE ARCHITECTS, PLLC
CONTACT:JENNIFER KIUSALAAS2040 N 77TH STSEATTLE, WA 98103(206) 402 [email protected]
CIVIL ENGINEER / SURVEY:
KPFF CONSULTING ENGINEERS
CONTACT:ALEX SUNDELL1601 5TH AVE, STE 1600SEATTLE, WA 98101(206) [email protected]
LANDSCAPEL0.0 SITE PLANL1.0 SITE DEMOLITION PLANSL2.0 LAYOUT & MATERIALS PLAN AREAS 1&3L3.0 PLANTING PLANSL3.1 PLANT SCHEDULE & NOTESL4.0 IRRIGATION PLANL4.1 IRRIGATION DETAILSL5.0 SITE & PLANTING DETAILS
ARCHITECTURALA1.0 PEDESTAL SIGNAGEA1.1 PEDESTAL SIGNAGE
;::, V,
C, ..., 0 e ,_ V, ,_ V, -
SE 1/4 AND SW 1 / 4,
TOPOGRAPHIC IN
SURVEY
SECTION 6, TOWNSHIP 25N,
FOUNO BRASS PIN INSIDE 5TH AVE (CLARKSON A VE) MON CASE (5' 0/S) S 89'43'02" W 554.95 (P=555)
RANGE
1.------------
1------------------------------------------------------------------------549.95 ___ - - - - - --- - - - ----- - - - .
' I ~-
16'
J5' I
! ................................................................................... ································ ... ·····························1
-0
"' N II
Q. -~
"' m ~ N
z 0 q -"' "' ' " "' -"' :,,. "'
105,27+
---!05
BLOCK 206 c,•
\~b,.'p
6 -10:,
lo., c;;-;>s"A
2 • ,,,.,.,,, • , .. .,~"' I ----------------------------··········------------------------······~ .o'<' ;
~., i SD SD- ' -SD "™sn~ so::-i
Y-Y! - ! i
- . .s:-.. ... · 105 .
" ', '" ;.9 •. .. ,.·. .. . •4·
•· . . : :· .. ,· . :
/RRIGA TION i MCTCR
~
' ~'I, <,· , ..
• 4
--------
N 89'43'02" E
CITY HALL BILLBOARD
CB RIM .= 106.09 IE 12" CMP E i= 101.77
7 IE 12" CMP W ]= 101.72 IE 4" PVC S != 102.61
<o"'IE 4" PVC S 1- 102.:~
...,r:Jo- l t-"j'
6
•
oRuG FREE ZONE/ NO CONSTRUCTION PARKING
., .. ~b·
'
I 112
111 DIRECTION SIGN
110
1D7
5
\,;:Jo~ •• ,,~'<'
~
I
I ! ;
0 I
✓05 i ' '19 1
4
)< i : CB RIM = 105.98 e,a.--t1
- IE 12" CMP E - 1D1.65
' r=rs==ee-, •.-,. ..... -,o-,O-StH--SD-,0-,0-,o
il. BACKFILLED METER
,,_,,_,p_,,_,,_,,_,, ' ~J'~"_,,_,,_,,_,,_ = .• ... □- . =
°%- BOX 3• PVC DRAIN 106.52 ! .,a ~ ·· ... · ·. . _ · ! : ~~ : -~ . !
. .,, ~
...... : -,o;s:· .. ·: ... ' . 2 .
• f,:::
106•51
.• ! v> - : ·, ~ •·cHARG1NcisrAnoN s1aN ··• , · ,. .;_ .. c.~. • 101 .
.. .. . -.... -. rf!I ·, . . !· c:o:· . . - •4 .• - .• -. ·-. cl' •.· ·" ~f " · i' . · • .. ·10 •'°" , ... · . _4: :$> .~ ~-- -•·. : ·• •(') " . •.: .. -. 7.J,,{
CRAM.. SPACES (TYP)
'07..8. ~ .. . - ~ - s 'I - <,C -- \, ...... .
/
UTILITY PAYMENT DROPBOX
(ALLEY VACA TED ORD 2445)
FINISHED FLOOR = 10B.09 BIKE RACK -··········-------------------------------------~--
·I,,, I
I PARCEL ND. l8858D-BJ55
BLOCK 205
! 4• PVC RISER W/ CAP ! POSSIBLE ROOF DRAIN CLEANOUT
I B 9 /0 "
,CONCRETE RETAINING WALL
-0
"' "' II Q.
;;: m "' "' 3'
' m
"' b 0
z C,
q CB RIM = 98.03 IE 12" PVC N = 94.71 IE 12" PVC S = 94.41
CONCRETE RETAINING WALL
S 89'45'28" W 123.99
, . ·. . . . . ... cl ·.• .• '
·.• ~v .--~ ... .· _G _ ::::::::: n:
0 q "' -o mo ,-; o -'
N 89"45'28" E 379.98 4TH AVE (BESSEMER AVE) -i,,;,~~------------------ ---------------------------------------
1/.
16'
AP CB RIM = 94.51 IE 4" PVC E = 92.41 IE 12" PVC S = 91.63
554.97 (P=555) (VACA TED ORD 2445)
5 EAST, W.M.
0 20 40 60
SCALE: 1" = 20'
BASIS OF MERIDIAN• WASHINGTON STA TE PLANE COORDINATE SYSTEM, NAO BJ/91, NORTH ZONE 4601
VERTICAL DA TUM• NA'vO 88
BOUNDARY NOTE, BOUNDARY SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. NO T1TLE REPORT WAS OBTAINED AND NO CORNERS K£RE SET AS A RESULT OF THIS SURVEY.
UTILITY NOTE, UTILITIES SHOWN HEREON ARE PER KPF"F SITE SURVEY OF SURFACE FEATURES, AND UNDERGROUND LOCATES PERFORMED BY KPFT. ALL UNDERGROUND UTILITIES SHOULD 8£ CONS/DERfD APPROXIMATE ONLY AND SHOULD 8£ VERIFIED PRIOR TO ANY EXCAVATION.
METHOD OF SURVEY• CONTROL 5UR\/£Y PERFORMED USING GPS-RTK METHODS ~TH TH£ USE OF TOPCON GRS RECEll/£RS, SUPPLEMENTAL CONTROL AND TOPOGRAPHIC 5UR\/£Y PERFORMED WITH THE USE OF TOPCON PS-103 ROBOTIC TOTAL STATTON.
THE WORK PERFORMED DURING TH£ COURSE OF THIS 5URV£Y MEETS OR EXCEEDS THE STANDARDS AS SET FORTH IN WAC JJ2-1J0-090.
SUR\/£Y PERFORMED IN JANUARY OF 2018.
LEGAL DESCRIPTION OF PARCELS• PARCEL NO. J88580-8J55: ALL OF BLOCKS 205 AND 206 OF TOWN OF KIRKLAND ADDITION AS PER PLAT RECORDED IN VOLUME 6 OF PLATS, PAGE 64; TOGETHER MTH VACA TED ALLEY IN SAID BLOCK 205 AND TOGETHER MTH ALLEY LYING B£TW£EN BLOCKS 205 AND 206; TOG£1H£R \!11H LOTS 1- 7, BLOCK 210 OF SAID PLAT; TOG£1H£R MTH ALL OF VACA TED 4TH A 1/cNUE LYING BETWEEN BLOCKS 205 AND 210.
PARCEL NO. J88580-8616: PARCEL A OF SHORT PLAT NO. 78-J-8 LCM RECORDED UNDER RECORDING NO. 7803130456.
PARCEL NO. 388580-8615: PARCEL B OF SHORT PLAT NO. 78-3-8 LGM RECORDED UNDER RECORDING NO. 7803130456.
PARCEL NO. 388580-8600: LOTS 8-10 IN BLOCK 210 OF TOWN OF KIRKLAND, ACCORDING TO THE PLAT RECORDED IN VOLUME 6 OF PLATS AT PAGES 53-67.
PARCEL NO. 388580-8550: LOTS 4-8, BLOCK 209 OF TOWN OF KIRKLAND, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGES 53-67.
PARCEL NO. 388580-8525: LOTS 1-3, BLOCK 209 OF TOWN OF KIRKLAND, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGES 53-67.
LEGEND•
.... IRR
Dw 0W
";;'
rof .... PIV
li!:I
0 •P opp
•PS
0 D •
...a.
------,-,-,-,_,,_,,_,,_
IRRIGATI□N VALVE
IJATER VAULT
IJATER METER IJATER VALVE
FIRE DEPARTMENT CONNECTION
P□ST INDICAT□R VALVE
P□IJER TRANSF□RMER
SHRUB
P□IJER METER
PDIJER PANEL
P□IJER S\r/ITCH
ST□RM DRAIN MANH□LE
BOLLARD
BUSH
CATCH BASIN
SIGN
HANDICAP PARKING
CONIFER TREE
TRAFFIC ARR□IJ
DECIDUOUS TREE
LIGHT P□LE
\r/ATER LINE
UNDERGR□UND P□\r/ER
ST□RM LINE
BUILDING HATCH
CONCRETE HATCH
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SCALE: 1" = 20'
JOB: 81700092
DATE: 1/16/18
SHEET 1 OF 1
81700092BM.DWG
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5TH AVE (CLARKSON AVE' s 89< 43'0/·· v-: 5:J'1 ~~) (I )-~)55~ - - - - - s a9• 43•02· w 554.95 (P=sis) :1,: 9 9 !) - -
- - - - - - - - -- - -- -- - - - - - - - - - - - -~
1
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--------------------------------------------------------------------------------------~
2
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\ , '---J I 1 ! ) : -~ \: _;, ► / : Pl.ANS FOR ADDITIONAL DETAILS
NOTES: 1. All WORK SHAU BE PERFORMED IN ACCORDANCE WITH THE CllY OF
KIRKLAND PRE-APPRO'v£D EROSION CONTROL PLANS ANO NOTES, SEE SHEETS Cl.1 AND 1.2.
2. INSTAl.1 STORM DRAIN PROTECTION INSERTS AT ALL DOYINSTREAM INL£TS AND CATQ-1 BASINS WITHIN 500-FEET OF THE LIMITS OF WORK.
3. PRE'v£NT SEDIMENT FROM LEAVING THE CONSTRUCTION SllE THROUGH THE USE OF WATllES/COMPOST SOCKS OR OTHER CITY-APPRO'v£D PERIMEl[R CONlROLS.
4. CONTRACTOR SHAl.1 INSTAl.1 PROTECTION AROUND TREES TO REl.tAJN WITHIN LIMITS OF WORK. SEE LANDSCAPE PLANS FOR 'TREES TO REMAIN AND INSTAll PROTECTION PER CK-R.49.
5. CONTRACTOR SHAl.1 ADJUST LOCATION OF EROSION CONTROL ELEMENTS THROUGHOUT CONSTRUCTION BASED ON SITE REQUIREMENTS.
LEGEND:
------1111
PROPERTY LINE
APPROXIMATE LIMITS OF WORK (AREA 1)
STORM DRAIN PROTECTION INSERT
WATllE/COMPOST SOCK N
0 5 10 20
1 Inch = 10 feet
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CITY OF KIRKLAND STANDARD TESC NOTES 1. lHE APPROVED CONSlRUCTION SEQUENCE SHAl.l BE AS f<UOWS:
A. CONDUCT PRE-CONSTRUCTION MEETING. B. FlAG OR FENCE CLEARING LIMITS. C. POST SI~ WITH NAME ANO PHONE NUMBER OF lESC SUPERVISOR. D. INSTALL CATCH BASIN PROlECTION IF REQUIRED. E. GRADE AND INSTALL CONSlRUCTION ENlRANCE(S). F. INSTALL PERIMmR PROlECTION (SILT FENCE, BRUSH BARRIER, ETC.). G. CONSlRUCT SEDIMENT PONDS AND lRAPS. H. GRADE AND STABILIZE CCJ4STRUCTION ROADS. I. CONSTRUCT SURFACE WAlER CONlROLS (INlERCEPTOR DIKES. PIPE SLOPE
DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
J. MAINTAIN EROSION CONTROL MEASURE IN ACCORDANCE WITH CITY OF KIRKLAND STANDARDS AND MANUFACTURERS REC().lMENDA TIONS.
K. RELOCAlE EROSION CONlROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SHE CONDITIONS CHANGE, lHE EROSION ANO SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE 'MTH THE CITY lESC MINIMUM REQUIREMENTS.
L COVER All AREAS WITHIN THE SPEClFIED TIME FRAME WITH SlRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, CRUSHED ROCK OR EQUIVALENT.
M. STABILIZE All AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. N. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30
DAYS. 0. UPON C().lPLETION Of THE PROJECT, All DISTURBED AREAS MUST BE
STABILIZED ANO BEST MANAGEMENT PRACTICES REMOVEO IF APPROPRIAlE.
2. CONTRACTOR IS RESPONSIBt.£ FOR KEEPING STREETS CLEAN AND FREE OF CONTAMINANTS AT ALL TIMES ANO FOR PRE'v£NTING AN IWCIT DISCHARGE (KMC 15.52) INTO lHE MUNICIPAL STORM DRAIN SYSTEM. IF YOUR CONSTRUCTION PRO.ECT CAUSES AN ILLICIT DISCHARGE TO THE MUNICIPAL STORM DRAIN SYSTEM, lHE CITY Of KIRKLAND STORM MAINTENANCE DIVISION WILL BE CAULEO TO CLEAN THE PUBLIC STORM SYSTEM, ANO OTHER AFFECTED PUBLIC INFRASTRUCTURE. lHE CONTRACTOR(S), PROPERTY OWNER, AND ANY OTHER RESPONSIBLE PARTY MAY BE CHARGED All COSTS ASSOCIATED WITH lHE CLEAN-UP ANO MAY ALSO BE ASSESSED MONETARY PENALTIES (KMC 1.12.200). THE MINIMUM PENALTY IS $250. A FINAL INSPECTION OF YOUR PROJECT WILL NOT BE GRANTED UNTIL ALL COSTS ASSOCIATED Yt1TH THE CLEAN-UP, AND PENALTIES, ARE PAID TO THE CITY Of KIRKLAND.
3. CONSlRUCTION DEWATERING DISCHARGES SHALL ALWAYS MEET WATER QUALITY GUIDELINES LISTED IN COK POLICY E-1. SPECIFICALLY, DISCHARGES TO THE PUBLIC STORMWATER DRAINAGE SYSlEM MUST BE BELOW 25NTU, AND NOT CONSIDERED AN IWCIT DISCHARGE (PER KMC 15.52.090). TEMPORARY DISCHARGES TO SANITARY SEWER REQUIRE PRIOR AUTHORIZATION AND PERMIT FROM KING COUNTY INDUSTRIAL WASTE PROGRAM (206-263-3000) AND NOTIFICATION TO lHE PUBLIC WRKS CONSTRUCTION INSPECTOR.
4. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH ClTY OF KIRKLAND STANDARDS AND SPEClFICATIONS.
5. lHE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON lHIS PLAN SHALL BE SET BY SUR'v£Y AND CLEARLY FLAGGED IN lHE FIELD BY A CLEARING CONTROL FENCE PRIOR TO CONSlRUCTION. DURING TI-IE CONSlRUCTION PERIOD, NO DISTURBANCE OR REMOVAL OF ANY GROUND COVER BEYOND THE FLAGGED
"' .. CLEARING LIMITS SHALL BE PERMITTED. lHE FLAGGING SHALL BE MAINTAINED BY " THE PERMIT1EE/CON1RACTOR FOR THE DURATION OF CONSlRUCTION. I-' 9 ,.:,
~ APPROVAL OF THIS EROSION/SEDIMENTATION CONlROL (ESC) PLAN DOES NOT ~ 6.
7 CONSTITUTE AN APPROVAL OF PERlilANENT ROAD OR DRAINAGE DESIGN (E.G., e o•
SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNEL$. RETENTION ,,; ~
~ FAClLITIES, UTILITIES, ETC.). "' 0 < u
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THE IMPLEMENTATION OF THIS ESC PLAN AND THE CONSlRUCTION, MAINlENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE PERlillTlEE/CONlRACTOR UNTIL ALL CONSTRUCTION IS APPROVEO.
A COPY OF THE APPRO'v£D ESC PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
THE ESC FACILITIES SHOWN ON lHIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION Yt11H ALL CLEARING AND GRADING ACTIVITIES IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT- LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABl.E WATER STANDARDS. WHEREVER POSSIBLE, MAINTAIN NATURAL VEGETATION FOR SILT CONlROL
THE ESC FACILITIES SHAl.l BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS ON THE APPRO'v£D PLANS. LOCATIONS MAY BE t.COVED TO SUIT FIELD CONDITIONS, SUBJECT TO APPROVAL BY THE ENGINEER AND THE CITY OF KIRKLAND INSPECTOR.
THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (E.G., ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. ADDITIONALLY, MORE ESC FACILITIES MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONlROL. THEREFORE, DURING lHE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONlRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATIED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES O'v£R AND ABO',£ THE MINIMUM REQUIREMENTS f,,S MAY BE NEEDED.
THE ESC FACILITIES SHALL BE INSPEClED BY THE PERMITlEE/CONTRACTOR DAILY DURING NON- RAINFALL PERIOOS, EVERY HOUR (DAYLIGHT) DURING A RAINFALL EVENT, AND AT THE END OF EVERY RAINFALL, AND MAINTAINED AS NECESSARY TO ENSURE lHEIR CONTINUED FUNCTICJ4ING. IN ADDITION, TEMPORARY SILTATION PONDS AND All TEMPORARY SILTATION CONlROLS SHAl.l BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL. AND THE POTENTIAL FOR EROSION HAS PASSED. YtRITTEN RECORDS SHALL BE KEPT DOCUMENTING THE RE'Y'IEWS OF THE ESC FACILITIES.
THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTIED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT.
STABILIZED CONSTRUCTION ENlRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF lHE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE lHAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
All DENUDED SOILS MUST BE STABILIZED WllH AN APPROVED TESC METHOD (E.G. SEEDING, t.CULCHING, PLASTIC COVERING, CRUSHED ROCK) WITHIN THE FOLLOWING TIMEUNES:
MAY 1 TO SEPTEMBER 30 SOILS MUST BE STABILIZED WllHIN 7 DAYS OF GRADING. OCTOBER 1 TO APRIL 30 SOILS MUST BE STABILIZED WllHIN 2 DAYS OF GRADING. STABILIZE SOILS AT THE END OF THE WORKDAY PRIOR TO A WEEKEND, HOLIDAY, OR PREDICTED RAIN EVENT.
WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (EXAMPLE: ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE).
17. WHERE SlRAW MULCH IS REQUIRED FOR TEMPORARY EROSION CONlROL, IT SHAl.l BE APPLIED AT A MINIMUM lHICKNESS OF 2".
18. ALL LOTS ADJOINING OR HAVING ANY NATIVE GROWlH PROTECTION EASEMENTS (NGPE) SHALL HA'v£ A 6' HIGH TEMPORARY CONSTRUCTION FENCE (CHAIN LINK WITH PIER BLOCKS) SEPARATING THE LOT (OR BUILDABLE PORTIONS OF lHE LOT) FROM lHE AREA RESlRICTED BY lHE NGPE AND SHALL BE INSTALLED PRIOR TO ANY GRADING OR Cl.EARING AND REt.fAIN IN PLACE UNTIL lHE PLANNING DEPARTMENT AUTHORIZES REMOVAL
19. CLEARING LIMITS SHALL BE DELINEATED WITH A CLEARING CONTROL FENCE. THE CLEARING CONlROL FENCE SHALL CONSIST OF A 6- FT. HIGH CHAIN LINK FENCE ADJACENT THE DRIP LINE OF lREES TO BE SAVEO, Vt£TLAND OR SlREAlil BUFFERS, AND SENSITI'v£ SLOPES. CLEARING CONTROL FENCES ALONG WETLAND OR STREAM BUFFERS OR UPSLOPE Of SENSITI'v£ SLOPES SHALL BE ACCOMPANIED BY AN EROSICJ4 CONlROL FENCE. IF APPROVED BY lHE CITY, A FOUR-FOOT HIGH ORANGE MESH Cl.EARING CONTROL FENCE MAY BE USED TO DEUNEA TE CLEARING LIMITS IN All OlliER AREAS.
20. OFF-SITE STREETS MUST BE KEPT CLEAN AT ALL TIMES. IF DIRT IS DEPOSITED ON lHE PUBLIC STREET SYSTEM, THE STREET SHAl.l BE IMMEDIATELY CLEANED WITH POYtm S~PER OR OlHER EQUIPMENT. ALL VEHICLES SHALL LEA',{ lHE SITE BY WAY OF THE CONSTRUCTION ENTRANCE AND SHALL BE CLEANED OF ALL DIRT THAT WOULD BE DEPOSlTIED ON lHE PUBLIC SlREETS.
21. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, vt!ERE REQUIRED. MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1' AND MUST MEET lHE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/4-0%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND 1•- 2• ROCK/lOX-20% PASSING. RECYCLED CONCRETE SHALL NOT BE USED FOR EROSION PROTECTION, INCLUDING CCJ4STRUCTION ENTRANCE OR TEMPORARY STABILIZATION ELSEWHERE ON lHE SITE.
22. IF ANY PART(S) OF THE CLEARING LIMIT BOUNDARY OR TEMPORARY EROSION/SEDIMENTATION CONlROL PLAN IS/ARE DAMAGED, IT SHAl.l BE REPAIRED IMMEDIATELY.
23. ALL PROPERTIES ADJACENT TO THE PROJECT SITE SHAl.l BE PROTECTED FROM SEDIMENT DEPOSITION ANO RUNOFF.
24. AT NO TIME SHALL MORE THAN 1' OF SEDIMENT BE ALLO'I\ED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CON'v{YANCE LINES SHALL BE CLEANED IMMEDIATELY FOLLOWING REMOVAL OF EROSION CONTROL BMPS. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO lHE DOWNSTREAM SYSTEM.
25. ANY PERMANENT RETENTION/DElENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHAl.l BE MODIF1ED WITH THE NECESSARY EROSION CONlROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATUY AS AN INFlLlRATION OR DISPERSION SYSTEM, THE FACILITY SHAl.l NOT BE USED AS A lEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANK, DETENTION VAULT, OR SYSTEM vt!ICH BACKS UNDER OR INTO A POND SHALL BE USED AS A TEMPORARY SETTLING BASIN.
26. ALL EROSION/SEDIMENTATION CONTROL PONDS WITH A DEAD STORAGE DEPTH EXCEEDING 6" MUST HA'v£ A PERIMETER FENCE Yt1TH A MINIMUM HEIGHT OF 3'.
27. THE WASHED GRAVEL BACKFILL ADJACENT TO lHE FILTER FABRIC FENCE SHAl.l BE REPLACED AND THE FILTER FABRIC CLEANED IF IT IS NONFUNCTIONAL BY EXCESSl'v{ SILT ACCUMULATION AS DETERMINED BY lHE ClTY OF KIRKLAND. ALSO, All INTERCEPTOR SWALES SHALL BE CLEANED If SILT ACCUMULATION EXCEEDS ONE- QUARTER DEPTH.
28. PRIOR TO THE OCTOBER 1 OF EACH YEAR (THE BEGINNING OF THE WET SEASON), ALL DISTURBED AREN3 SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. THE IDENTIFIED DISTURBED AREA SHALL BE SEEDED Yt1THIN ONE WEEK AFTER OCTOBER 1. A SITE PLAN DEPICTING THE AREAS TO BE SEEDED AND lHE AREAS TO REMAIN UNCOVERED SHAl.l BE SUBMITlED TO THE PUBLIC WORKS CONSlRUCTION INSPECTOR. THE INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES.
29. ANY AREA TO BE USED FOR INFILTRATION OR PERVIOUS PA'v£MENT (INCLUDING A 5- FOOT BUFFER) MUST BE SURROUNDED BY SILT FENCE PRIOR TO CONSTRUCTION AND UNTIL ANAL STABILIZATION OF THE SITE TO PRE'v£NT SOIL COMPACTION AND SILTATION BY CONSlRUCTION ACTIVITIES.
30. IF THE TEMPORARY CCJ4STRUCTION ENlRANCE OR ANY OTHER AREA WITH HEAVY VEHICLE LOADING IS LOCATED IN THE SAME AREA TO BE USED FOR INRLlRATION OR PERVIOUS PA'v£MENT, 6 OF SEDIMENT BELOW THE GRA'v{L SHALL BE REMOVEO PRIOR TO INSTALLATION OF THE INFILlRAllON FACILITY OR PERVIOUS PA'v£MENT (TO REMO',{ FINES ACCUMULATIED DURING CONSlRUCTION).
31. ANY CATCH BASINS COLLECTING RUNOFF FROM THE SffE, ~ETHER THEY ARE ON OR OFF THE SITE, SHALL HAVE ADEOOATE PROTECTION FROM SEDIMENT. CATCH BN3INS DIRECTLY DO'IINSlREAM OF THE CONSlRUCllON ENlRANCE OR ANY OTHER CATCH BASIN AS DmRMINED BY THE CITY INSPECTOR SHAl.l BE PROTECTED Yt1TH A STORM DRAIN PROTECTION INSERT OR EQUIVALENT.
32. IF A SEDIMENT POND IS NOT PROPOSED, A BAKER TANK OR OTHER TEMPORARY GROUND AND/OR SURFACE WATER STORAGE TANK MAY BE REQUIRED DURING CONSlRUCTION, DEPENDING ON WEATHER CONDITIONS.
33. DO NOT FLUSH CONCRETE BY- PRODUCTS OR lRUCKS NEAR OR INTO lHE STORM DRAINAGE SYSTEt.f. IF EXPOSED AGGREGATE IS FLUSHED INTO THE STORM SYSTEM, IT COULD MEAN RE- CLEANING THE ENTIRE DO'IINSTREAM STORM SYSTEM, OR POSSIBLY RE-LAYING THE STORM LINE.
34. RECYCLED CONCRETE SHALL NOT BE STOCKPILED ON SITE, UNLESS FULLY CO\ffiED WITH NO POTENTIAL FOR RELEASE OF RUNOFF.
arc ARCHITECTS
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MMM
VD
HHH
VD
D D
P
K
OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OSMM M
M MM M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M
BB B
B BB
B BB
B BB B
B B B BB
K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K KK K
K K KK K
K K K K K K K K K K K K K K K K KK K
K K
VD
RP
RPRPRU K
KKKK
KK
KK
K KK
KK K
MMMM
MM
VDVD VD
VD
VDBB B
B
PJ
VDVDVD
VDVDVDVDVD
VD
VDVD
VDVD
VDVD
MM M M M M M M
MM M M
MMMVD
VDRP RP
RP
MM MMM
MM M M M M
M
M M M M M M M M M M
M MMM
MM
MMM
VD
HHH
VD
D D
KIR
KLA
ND
CIT
Y H
ALL
LAN
DSC
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IMPR
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MEN
TS12
3 5T
H A
VEK
IRK
LAN
D, W
A 9
8033
PERMIT SET
DESCRIPTIONDATE
ISSUE DATE:
MARK
5/22/2018
119 S MAIN ST,STE 200SEATTLE, WA 98104
206 - 322 -3322
12/09/2018
SHEET:
CHECKED:PROJECT NO:
SCALE:DRAWN:
CONTENTS:
SITE PLAN
L 0.0
AS NOTEDWBOLIMAJKIUSALAAS
AREA 4
3RD AVENUE
4TH AVENUE
5TH AVENUE
1ST
STR
EE
T
2ND
STR
EE
T
SEE AREAENLARGEMENTTHIS SHEET
SEE SITE DEMO,PLANTING PLAN ANDIRRIGATION PLANFOR AREA 2
SEE SITE DEMO,PLANTING PLANAND IRRIGATIONPLAN FOR AREA 4
PEDESTRIAN CORRIDOR
20 40
SCALE IN FEET
01020
SCALE IN FEET
0 4020 8040
AREA 2NORTHWEST
CORNERAREA 1
MAIN ENTRANCECOURTYARD
AREA 3NORTHENTRY
CITY HALL
SITE PLAN
AREA ENLARGEMENT - AREAS 1 & 3
NEWENTRYSIGN
ANNEX
NEWCURB
NEWCURB
HMAPAVEMENT
PLANTBED
CONCRETEWALL ANDPLANT BED
BENCH
PLANT BEDPLANT BED
RELOCATEDBIKE RACKS
CONCRETEWALLS
PLANT BED
NEW CURBSTAIR ANDHANDRAILSCONCRETE
WALL ANDPLANT BED
HMA PAVEMENT
NOTE:BASE MAP FOR AREAS 1, 2 AND 3 IS A TOPOGRAPHIC SURVEYBY KPFF, JOB NUMBER 81700092, DATED JANUARY 16, 2018.ADDITIONAL SUPPLEMENTAL SURVEY INFORMATION BEYOND THESEAREAS, FOR THE REMAINDER OF THE SITE AND AREA 4, INCLUDINGPARKING LOTS, ROADS, BUILDINGS, UTILITIES AND SIGNS IS PROVIDEDBY THE CITY BASED ON SURVEY BY KPG, JOB NUMBER 15091, DATEDAUGUST 2015 FOR PROPOSED DEVELOPMENT OF THE SOUTH PARKINGLOT. THE KPG SURVEY INFORMATION IS SHOWN FOR INFORMATIONALPURPOSES ONLY AND THE DESIGN TEAM CANNOT BE HELDRESPONSIBLE FOR ITS ACCURACY AND/ OR COMPLETENESS.EXISTING TREE CANOPY SIZE AND LOCATION IS APPROXIMATEAND SHOWN FOR INFORMATIONAL PURPOSES ONLY.
SOD/LAWN
••••
••••
••••
••••
••••
••••
••
•••••• •• •• •••• •• •••• •• •• •••• •• ••••
••••
••••
••••
••••
••••
••
•••••• •••• •••••• •••••• •••• ••
KIR
KLA
ND
CIT
Y H
ALL
LAN
DSC
APE
IMPR
OVE
MEN
TS12
3 5T
H A
VEK
IRK
LAN
D, W
A 9
8033
PERMIT SET
DESCRIPTIONDATE
ISSUE DATE:
MARK
5/22/2018
119 S MAIN ST,STE 200SEATTLE, WA 98104
206 - 322 -3322
12/09/2018
SHEET:
CHECKED:PROJECT NO:
SCALE:DRAWN:
CONTENTS:
SITE DEMOLITIONPLANS
L 1.0
1" = 20'WBOLIMAJKIUSALAAS
SITE DEMOLITION AREAS 1, 2 & 3
SITE DEMOLITION AREA 4
DEMOLITION NOTES:1. ALL EXISTING TREES TO REMAIN - PROTECT UNLESS
OTHERWISE NOTED.
2. TREE REMOVAL SHALL INCLUDE STUMP GRINDING TO MIN. 18"DEPTH AND AS REQUIRED FOR NEW IMPROVEMENTS.
3. REMOVE ALL VEGETATION AND LAWN WITHIN THE LIMITS OFWORK UNLESS OTHERWISE NOTED TO REMAIN. CLEAR ANDGRUB VEGETATION TO MIN. 6" DEPTH AND LAWN TO 3" DEPTHAND AS REQUIRED FOR NEW IMPROVEMENTS.
4. PRESERVE AND PROTECT ALL EXISTING VEGETATION ANDITEMS TO REMAIN WITHIN THE LIMITS OF WORK.
5. SEE CIVIL DRAWING FOR EROSION CONTROL, STORMDRAINAGE AND UTILITY DEMOLITION.
6. SEE IRRIGATION DRAWINGS FOR ADDITIONAL SELECTIRRIGATION DEMOLITION.
7. COORDINATE ALL REMOVAL AND RELOCATION OF EXISTINGITEMS WITH NEW WORK.
8. COORDINATE WITH OWNER AS NECESSARY FOR OWNERDESIGNATED REMOVAL AND SALVAGE ITEMS.
9. SEE SPECIFICATIONS.
DEMOLITION LEGEND:
SAWCUT AND REMOVE EXIST.CONCRETE PAVEMENT
SAWCUT AND REMOVE EXIST.A.C. PAVEMENT
LIMITS OF WORK
CANOPY OF EXIST. TREE APPROXIMATE SIZE SHOWN
SOD/LAWN PER SPEC.SEE IRRIGATION DRAWINGS AND SHEET L3.1
• • • •• • • •• • • • • • ••• • • • • ••• • •• • ••• • • • • •• • •• • •••••••••••••••••••••••••••••••••••••••••••• • • • • •• • • •• • •• • •• • ••• • • • ••• •• • •• ••• •• •••••••••••••••••••••••••••••••••••••••TOPSOIL AND ROTOTILL PER SPEC.
CITY HALL
20 40
SCALE IN FEET
01020
20 40
SCALE IN FEET
01020(2) EXIST.SIGNS TO REMAIN
EXIST. PAVINGTO REMAIN, TYP
REMOVE (2)EXISTING SIGNS
EXISTING CURBTO REMAIN, TYP.
REMOVE (2)EXISTINGTREES
(2) EXISTINGEVERGREEN SHRUBSTO BE REMOVEDBY OWNER
EXISTINGCONCRETEPLANTER TO BEREMOVEDBY OWNER
REMOVE +/-3 LF OFEXISTING CURB
SAWCUT & REMOVEA.C. PAVEMENT FORNEW IRRIGATION LINE
REMOVE +/-3 LF OFEXISTING CURB
REMOVEEXISTINGSIGN
REMOVE +/-16 LF OF EXIST.CURB AND EXIST. ADA RAMP
REMOVE EXISTING HANDRAILSAND RAILINGS, TYP.
EXISTING DOORTHRESHOLD TO REMAIN
REMOVE AND SALVAGEEXIST. ADA PUSHBUTTON - RELOCATEAND REINSTALL
REMOVE AND SALVAGE (3)EXISTING BIKE RACKS -RELOCATE AND RE-INSTALL
(1) RHODODENDRONTO BE REMOVEDBY OWNER
(3) EXIST. VINE MAPLESTO REMAIN - PROTECT
(9) EXIST. ROSES TO BEREMOVED BY OWNER
REMOVE (1) EXISTING TREE
REMOVE ANDSALVAGE EXISTINGPLAQUE - TO OWNER
ALL EXISTING TREES ANDVEGETATION TO REMAIN THISAREA - EXCEPT WHERE SPECIFICALYNOTED. REMOVE SURFACE ROCKAND DRIFTWOOD
ALL EXISTING SHRUBS& GC TO REMAIN THISAREA - EXCEPT WHERESPECIFICALLY NOTED
(4) EVERGREEN SHRUBS TOBE REMOVED BY OWNER(1) BLUE SPRUCE(2) MUGO PINE(1) CHAENOMELESREMOVE AND SALVAGE
(3) AZALEA FORRELOCATION THIS AREAADJUST LOCATIONS OFEXIST. AZALEAS ASDIRECTED
EXISTING TREE TOREMAIN & PROTECT
(2) EVERGREEN SHRUBSAND (1) GINKO TO BEREMOVED BY OWNER:(1) CRYPTOMERIA(1) GINKO(1) ALBERTA SPRUCE
ALL EXISTING SHRUBS& GC TO REMAIN THISAREA - EXCEPT WHERESPECIFICALLY NOTED
(1) NANDINA TO BEREMOVED BY OWNER
EXISTING SIGNSTO REMAIN
EXISTING RHODODENDRONTO REMAIN
EXISTING LAUREL TO REMAIN
(2) EXISTING SIGNSTO REMAIN
REMOVE EXISTING VIBURNUM TINUSHEDGE, TYP WITHIN LIMITS OF WORK
EXISTING TREES TOREMAIN, TYP.
ALL EXIST. LIGHT POLESTO REMAIN, TYP.
REMOVE EXISTING VIBURNUM TINUSHEDGE, TYP WITHIN LIMITS OF WORK
(2) EXISTING SIGNSTO REMAIN
EXIST. PAVINGTO REMAIN, TYP
EXISTING CONCRETE PLANTERTO BE REMOVED BY OWNER
ALL EXISTING CURB ANDPAVEMENT TO REMAIN, TYP.
(1) EXISTING SIGNTO REMAIN
RESTORE LAWN / SOD AFTERIRRIGATION INSTALLATION
NOTE:BASE MAP FOR AREAS 1, 2 AND 3IS A TOPOGRAPHIC SURVEY BYKPFF, JOB NUMBER 81700092,DATED JANUARY 16, 2018.ADDITIONAL SUPPLEMENTALSURVEY INFORMATION BEYONDTHESE AREAS, FOR THEREMAINDER OF THE SITE ANDAREA 4, INCLUDING PARKINGLOTS, ROADS, BUILDINGS,UTILITIES AND SIGNS ISPROVIDED BY THE CITY BASEDON SURVEY BY KPG, JOBNUMBER 15091, DATED AUGUST2015 FOR PROPOSEDDEVELOPMENT OF THE SOUTHPARKING LOT. THE KPG SURVEYINFORMATION IS SHOWN FORINFORMATIONAL PURPOSESONLY AND THE DESIGN TEAMCANNOT BE HELD RESPONSIBLEFOR ITS ACCURACY AND/ ORCOMPLETENESS. EXISTING TREECANOPY SIZE AND LOCATION ISAPPROXIMATE AND SHOWN FORINFORMATIONAL PURPOSESONLY.
KIR
KLA
ND
CIT
Y H
ALL
LAN
DSC
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IMPR
OVE
MEN
TS12
3 5T
H A
VEK
IRK
LAN
D, W
A 9
8033
PERMIT SET
DESCRIPTIONDATE
ISSUE DATE:
MARK
5/22/2018
119 S MAIN ST,STE 200SEATTLE, WA 98104
206 - 322 -3322
12/09/2018
SHEET:
CHECKED:PROJECT NO:
SCALE:DRAWN:
CONTENTS:
LAYOUT ANDMATERIALS PLANAREAS 1 & 3
L 2.0
1' = 10'WBOLIMAJKIUSALAAS
CL
PLANT BED
PLANTBED
PLANT BED
PLANT BED
EXIST.PLANTER
HANDRAIL - (4)LOCATIONS @ STAIR
ALIGN FACE OF WALLS BOTHSIDES OF STAIR, TYP
BIKE RACK RELOCATION, SEESCORING / JOINTING AND BIKERACK LAYOUT PLAN THIS SHEET
MATCH EDGE OFEXIST. PAVEMENT
CIP CONCRETE W/ 4"DRAIN CURB +/- 37 LF
BENCH
RELOCATED ADADOOR PUSH-BUTTON
MATCH EXIST. GRADE
MATCH EXIST. GRADE
EXIST. WOODTIMBER EDGING @EDGE OF PVMT
PLANT BED
EDGE OFPAVEMENT
NEW CURB +/- 16 LF
EQEQ
5'-0
"
CL
NEW ENTRY SIGN AND BASESEE ARCHITECTURAL DRAWINGS
LAYOUT NOTES:1. STAKE OR PAINT LOCATION OF THE FOLLOWING ELEMENTS FOR APPROVAL
PRIOR TO CONSTRUCTION:
A. LIMITS OF PAVEMENT
B. LIMITS OF WORK
C. CURB WALLS
D. STAIRS AND HANDRAILS - INCLUDING CENTERLINE
E. NEW ENTRY SIGN
F. ADA PUSH BUTTON RELOCATION
G. BIKE RACKS
H. BENCHES
I. OTHER ITEMS AS NOTED ON DRAWINGS.
2. ALL DIMENSIONS ARE TO FACE OF BUILDING, WALL, OR CURB UNLESSOTHERWISE NOTED.
3. ALL CURVE LINE EDGES AND WALL FACES SHALL BE HORIZONTALLY SMOOTH WITH CONTINUOUS ARCS AND TANGENTS ASSHOWN.
4. • • • •• • • • • • •• • • • • •• • •• • ••• • • • • • •• • • • • •• • • • • • •• • ••••••••••••••••••••••••••••••••••••••••••••••••
5. FIELD VERIFY ALL DIMENSIONS.
6. SEE CIVIL DRAWINGS. SEE GRADING AND DRAINIAGE PLAN FOR TW, BW, TSAND BS AND OTHER ELEVATIONS. TOP OF WALL ELEVATIONS TO BE LEVEL.@ 108.50 TYP.
7. ALL JOINTS IN CONCRETE SHALL BE CONTROL JOINTS UNLESS OTHER WISEINDICATED. SEE PAVEMENT JOINTING PLAN THIS SHEET.
SCALE IN FEET
0 10 20510
3L5.0
ALIGN
CITY HALL
12'-0"
7'-0
"
7'-0
"
16'-0" +/- 2'-0"
5'-0"
R6'-0"
CIP CONCRETE CURBW/ 4" DRAIN +/- 16 LF
3L5.0
ALIGN FACE OF WALLSBOTH SIDES OF STAIR, TYP
5'-0"O.C.
EQ EQ
1'-0" O.C. TYP BOTH SIDES OF STAIR
CIP CONCRETE STAIRW/ HANDRAILS
2L5.0
6'-0"
ALIGN
20'-0"
CIP CONCRETE CURBWALL W / 4" DRAIN +/- 5LF
3L5.0
CIP CONCRETECURB WALL +/- 13 LF
4L5.0
22'-0" O.C. ALIGN
6'-0"
NEW CURB+/- 3 LF
NEW CURB+/- 3 LF
LEGEND:
CONCRETE PAVEMENT
HMA PAVEMENT PER CIVIL DRAWINGS
NEW CURB PER CIVIL DRAWINGS
CIP CONCRETE CURB WALL PER PLAN
6' BENCH, PER SPEC.
BIKE RACKS, PER SPEC.
4" PERF. DRAIN @ CURB WALLS.SEE CIVIL DRAWINGS
ADA DOOR PUSH-BUTTON PER SPEC
1L5.0
MATCH EXIST. GRADE
CIP CONCRETECURB WALL +/- 48 LF
4L5.0
ALIG
N
ALIGN CL OF STAIRSWITH CL OF EXISTINGVESTIBULE DOORS
CL
PROVIDE EXP. JT. WHERENEW WALL ABUTS EXIST.BLDG. TYP.
ALIGN
9'-0
"
1'-0
"TY
P.
2'-0
"TY
P.
EQ EQ
3'OC
3'OC
(2) EQ. SP.
(2)
EQ
. SP
.
(4) EQUAL SPACES (2)EQ. SP.
(2) E
Q. S
P.
(3) EQ. SPACES
ALIG
N
ALIGNALIGN
ALI
GNEJ
EJ EJ
ALI
GN
ALI
GN
ALI
GN
EJ EJ
CL
(3) EQ. SPACES
12" T
YP
.
AREA 1 - SCORING / JOINTING AND BIKE RACK LAYOUTSCALE 1"=10'-0"
AREA 1 & 3- LAYOUT AND MATERIALS PLANSCALE 1"=10'-0"
ALI
GN
EJ
CONTROL JOINT
EXPANSION JOINT
ALIGNW / JOINTOF EXIST.PVMNT.
ALIGNW / JOINTOF EXIST.PVMNT.
• •• ••• ••• • •• • •• • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •
ALIGN WITH JOINTSOF EXIST. PVMNT.
EJ
EJ
ALI
GN
ALI
GN
ALIGN
VDVDVD
VDVDVDVDVD
VD
VDVD
VDVD
VDVD
MM M M M M M M
MM M M
MMMVD
VDRP RP
RP
MM MMM
MM M M M M
M
M M M M M M M M M M
M MMM
MM
MMM
VD
HHH
VD
D D
3'-0"O.C.
3'-0
"O
.C.
4'-0"O.C.
6'-0
"O
.C.
6'-0
"
O.C
.
6'-0"
O.C.
RP
RPRPRU K
KKKK
KK
KK
K KK
KK K
MMMM
MM
VDVD VD
VD
VDBB B
B
PJ
CM
CM
CAM
CAM
CAM
CHCH
CH
CH
CH CH CH
CH
CM
SRSRSRSRSRSRSRSRSRSR
OSOS
OS
OS
OS
SR SRRU RU RU
RURU
RU
RU
RPRPRPRP
RPRPRP
RP
RPRP
KKKKKK K
KK K
K KK K
KKK K
KK
K K
KK K K
KK
KK
K KKKK
PJ PJ
PJ
PJ
PJHPHP
HPS
SSS
SSSS
SS
S
MMMM MMM
MMM
MMMMM
MMMMMM M M M
MM
MMMMMM MMMM M
MMMMM
MMM MMMMM M
MMMM
M MMMM
MM M
MMM
VD
VDVDVD
VD
VDVD
CC C
CC
C
CC
B
BB
BBB B
VD
HH H
HHH H
HH H
P
P
HQHQ
HQ
P
K
VD
R6'
R5'
R3'
OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OS OSMM M
M MM M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M
BB B
B BB
B BB
B BB B
B B B BB
K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K KK K
K K KK K
K K K K K K K K K K K K K K K K KK K
K K
••••
••••
•••••• •••• •• •• ••
••••
•••••• ••••••
KIR
KLA
ND
CIT
Y H
ALL
LAN
DSC
APE
IMPR
OVE
MEN
TS12
3 5T
H A
VEK
IRK
LAN
D, W
A 9
8033
PERMIT SET
DESCRIPTIONDATE
ISSUE DATE:
MARK
5/22/2018
119 S MAIN ST,STE 200SEATTLE, WA 98104
206 - 322 -3322
SHEET:
CHECKED:PROJECT NO:
SCALE:DRAWN:
CONTENTS:
PLANTING PLANS
L 3.0
AS NOTEDWBOLIMAJKIUSALAAS
SCALE IN FEET
0 10 20510
PLANTING NOTES:1. SEE SHEET L3.1 FOR PLANT SCHEDULE & NOTES.
2. SEE SHEET L5.0 FOR PLANTING DETAILS.
3. SEE IRRIGATION PLANS.
SCALE IN FEET
0 10 20510
SCALE IN FEET
0 10 20510
SCALE IN FEET
0 10 20510
AREA 1 - MAIN ENTRANCE COURTYARDSCALE 1"=10'-0"
AREA 2 - NORTHWEST CORNERSCALE 1"=10'-0"
AREA 3 - NORTH ENTRYSCALE 1"=10'-0"
AREA 4 - PEDESTRIAN CORRIDORSCALE 1"=10'-0"
NARCISSUS 'KING ALFRED'AT 8" O.C. THROUGHOUT
6' X 3' AREA AS SHOWN,41 BULBS TOTAL
SOLOMON'S SEAL(9) LOCATIONS
SOLOMON'S SEAL(5) LOCATIONS
NARCISSUS 'KING ALFRED'@ 8" O.C. THROUGHOUT3' X 3' AS SHOWN,24 BULBS TOTAL
NARCISSUS 'KING ALFRED'GROUP OF (3) BULBS @ (6)LOCATIONS - TYP (2) AREAS,36 BULBS TOTAL
PENNISETUM A.'LITTLE BUNNY'MIN (1) ROW,TYP.
NARCISSUS 'KING ALFRED'GROUP OF (3) BULBS @ (6)LOCATIONS - TYP (2) AREAS,36 BULBS TOTAL
PENNISETUM A.'LITTLE BUNNY'MIN (1) ROW,TYP.
ALLIUM 'GLOBEMASTER'GROUP OF (3) BULBS
@ (5) LOCATIONS,15 BULBS TOTAL
NARCISSUS 'KING ALFRED'GROUP OF (7) BULBS @ (2)
LOCATIONS, 14 BULBS TOTAL
ALLIUM 'GLOBEMASTER'GROUP OF (3) BULBS@ (5) LOCATIONS,15 BULBS TOTAL
NARCISSUS 'KING ALFRED'GROUP OF (3) BULBS @ (6)
LOCATIONS,18 BULBS TOTAL
ALLIUM 'GLOBEMASTER'GROUP OF (7) BULBS
NARCISSUS ' KING ALFRED'GROUP OF (9) BULBS
ALLIUM 'GLOBEMASTER'GROUP OF (7) BULBS
NARCISSUS ' KING ALFRED'GROUP OF (9) BULBS
PENNISETUM A. 'LITTLE BUNNY'MIN (1) ROW, TYP.
NARCISSUS 'KING ALFRED'GROUP OF (3) BULBS @ (7)
LOCATIONS - TYP (2) AREAS,21 BULBS TOTAL
NEW BUXUS HEDGE, TYP.
(2) RELOCATEDAZALEAS
NARCISSUS ' KING ALFRED'@ 8" O.C. THROUGHOUT 6' DIAM.CENTER AREA AS SHOWN,74 BULBS TOTAL
(1)RELOCATEDAZALEA
ALLIUM 'GLOBEMASTER'@ OUTER 1' WIDE BANDOF CAREX 'ICE DANCE',91 BULBS TOTAL
ADJUST LOCATIONSOF EXISTING AZALEASAS DIRECTED, TYP. TOCOMPLETE CIRCULARBAND
NARCISSUS 'KING ALFRED'GROUP OF (3) BULBS @ (6)LOCATIONS, 18 BULBS TOTALTHIS AREA
CAREX 'ICE DANCE'MIN (2) ROWS
15'-0
"
O.C
.
CL
CL
NARCISSUS 'KING ALFRED'GROUP OF (5) BULBS @ 3LOCATIONS, 15 BULBSTOTAL THIS AREA
PENNISETUM A.'LITTLE BUNNY'
MIN (2) ROWS
CAREX 'ICEDANCE'MIN (2)ROWS
PENNISETUM A.'LITTLE BUNNY'MIN. (2) ROWS
CENTER POINT OFEXIST. PLANT BED
PENNISETUM A.'LITLE BUNNY'MIN. (1) ROW,TYP.
NOTE:BASE MAP FOR AREAS 1, 2 AND 3 IS A TOPOGRAPHIC SURVEYBY KPFF, JOB NUMBER 81700092, DATED JANUARY 16, 2018.ADDITIONAL SUPPLEMENTAL SURVEY INFORMATION BEYOND THESEAREAS, FOR THE REMAINDER OF THE SITE AND AREA 4, INCLUDINGPARKING LOTS, ROADS, BUILDINGS, UTILITIES AND SIGNS IS PROVIDEDBY THE CITY BASED ON SURVEY BY KPG, JOB NUMBER 15091, DATEDAUGUST 2015 FOR PROPOSED DEVELOPMENT OF THE SOUTH PARKINGLOT. THE KPG SURVEY INFORMATION IS SHOWN FOR INFORMATIONALPURPOSES ONLY AND THE DESIGN TEAM CANNOT BE HELDRESPONSIBLE FOR ITS ACCURACY AND/ OR COMPLETENESS.EXISTING TREE CANOPY SIZE AND LOCATION IS APPROXIMATEAND SHOWN FOR INFORMATIONAL PURPOSES ONLY.
12/09/2018
DECIDUOUS TREES
Acer circinatum/ Vine Maple 8' to 10' height 1 13-trunks or 5-trunks, B&B, specimenquality
Acer rubrum 'Bowhall'/ Bowhall Red Maple 2 1/2" 1 1Specimen quality, branched to 5' ht.min., B&B
Betula nigra Heritage 'Cully' / Heritage RiverBirch
12' to 14' height 1 3 4
3-trunks or 5-trunks, B&B, specimenquality
Stewartia psuedocamellia/ Japanese Stewartia 2 1/2" cal. 1 1Specimen quality, branched to 4' ht.,B&B
EVERGREEN SHRUBS
Buxus sempervirens 'Suffruiticosa'/ Dwarf EnglishBoxwood
1 gal. cont. 47 47B&B or cont., well-rooted, full andbushy, 12"o.c. max., min. 12" ht.
Camelia japonica 'Abla Plena' / Alba PlenaCamelia
2 gal. cont. 3 3B&B or cont., well-rooted, full andbushy, 6' o.c. max., min. 30" ht.
Cistus x hybridus/ White flowering Rockrose 2 gal. cont. 8 8B&B or cont., well-rooted, full andbushy, 4' o.c. max., min. 24" ht.
Daphne x burkwoodii 'Carol Mackie'/ CarolMackie Daphne 2 gal. cont. 2 2
B&B or cont., well-rooted, full andbushy, 3' o.c. max., min. 24" ht.
Osmanthus delavayi/ Delavay Osmanthus 2 gal. cont. 5 50 55B&B or cont., well-rooted, full andbushy, 4' o.c. max., min. 30" ht.
Pieris japonicum 'Variegata'/ VarigatedAndromeda
2 gal. cont. 5 2 7B&B or cont., well-rooted, full andbushy, 5' o.c. max., min. 30" ht.
Rhododendron 'Unique'/ Unique Rhododendron 2 gal. cont. 7 1 8B&B or cont., well-rooted, full andbushy, 4' o.c. max., min. 30" ht.
Rhododendron PJM/ PJM Rhododendron 2 gal. cont. 3 10 3 16B&B or cont., well-rooted, full andbushy, 4' o.c. max., min. 30" ht.
Sarcococca ruscifolia/ Fragrant Sarcococca 2 gal. cont. 12 12B&B or cont., well-rooted, full andbushy, 4' o.c. max., min. 24" ht.
Viburnum davidii/ David's Viburnum 2 gal. cont. 19 9 5 33B&B or cont., well-rooted, full andbushy, 3' o.c. max., min. 18" ht.
DECIDUOUS SHRUBS
Berberis thunbergii 'Crimson Pygmy'/ CrimsonPygmy Dwarf Japanese Barberry 1 gal. cont. 8 4 18 30
B&B or cont., well-rooted, full andbushy, 24" o.c. max., min. 12" ht.
Cornus mas/ Cornelian Cherry 2 gal. cont. 3 3B&B or cont., well-rooted, full andbushy, 6' o.c. max., min. 30" ht.
Cornus sericea 'Kelseyi'/ Kelseyi RedtwigDogwood 1 gal. cont 39 15 68 122
B&B or cont., well-rooted, full andbushy, 24" o.c. max., min. 12" ht.
Hydrangea quercifolia 'Brido' Snow Flake/Snowflake Oakleaf Hydrangea 2 gal. cont. 3 3
B&B or cont., well-rooted, full andbushy, 5' o.c. max., min. 30" ht.
Hydrangea quercifolia 'Pee Wee'/ Pee WeeOakleaf Hydrangea 2 gal. cont. 3 3
B&B or cont., well-rooted, full andbushy, 3' o.c. max., min. 30" ht.
CAM
CH
D
OS
PJ
RU
RP
SR
VD
B
CM
K
HQ
HP
GROUNDCOVERS, GRASSES, FERNS, ANDPERENNIALS
Calluna vulgaris 'Spring Torch'/ Spring TorchHeather
1 gal. cont. 8 8Well-rooted, full & healthy plants, 24"o.c. max. triangular spacing
Carex morrowii 'Ice Dance'/ Variegated JapaneseSedge 1 gal. cont. 176 475 122 773
Well-rooted, full & healthy plants, 12"o.c. max. triangular spacing
Gaultheria shallon/ Salal 1 gal. cont. 11 11B&B or cont., well-rooted, full andbushy, 3' o.c. max., min. 18" ht.
Hakonecholoa macra 'Aureola'/ Aureola JapanseForest Grass
1 gal. cont. 23 12 35Well-rooted, full & healthy plants, 18"o.c. max. triangular spacing
Heleborus orientalis/ Lenten Rose 1 gal. cont. 3 10 13Well-rooted, full & healthy plants, 24"o.c. max. triangular spacing
Hemerocallis 'Stella d'Oro'/ Stella d'Oro Daylilly 1 gal. cont. 9 56 65Well-rooted, full & healthy plants, 18"o.c. max. triangular spacing
Lavandula angustifolia 'Munstead' / MunsteadLavander
1 gal. cont. 20 71 91Well-rooted, full & healthy plants, 18"o.c. max. triangular spacing
Mahonia nervosa/ Creeping Oregon Grape 1 gal. cont.46 66 6 95 213
Well-rooted, full & healthy plants, 24"o.c. max. triangular spacing
Oxalis oregana/ Oregon Sorrel 4" pot 414 414Well-rooted, full & healthy plants, 12"o.c. max. triangular spacing
Pachysandra terminalis Variegata/ VariegatedCommon Spurge 4" pot 74 918 992
Well-rooted, full & healthy plants, 12"o.c. max. triangular spacing
Pennisetum alopecuroides 'Little Bunny'/ LittleBunny Fountain Grass 1 gal. cont. 128 31 330 489
Well-rooted, full & healthy plants, 12"o.c. max. triangular spacing
Perovskia atriplicifolia ''Blue Steel'/ Blue SteelRussian Sage 1 gal. cont. 2 2
Well-rooted, full & healthy plants, 24"o.c. max. triangular spacing
Polygonum odoratum var. pluforum variegatum/Variegated Solomon's Seal 1 gal. cont. 14 14
Well-rooted, full & healthy plants, 18"o.c. max. triangular spacing
Polystichum munitum/ Western Sword Fern 1 gal. cont. 33 33 8 74Well-rooted, full & healthy plants, 24"o.c. max. triangular spacing
LAWN
Sod/ Lawn N/A 204SF 204 SF See planting notes and specifications
BULBS
Allium 'Globemaster'/ Globemaster Allium N/A 91 44 135 bulbs
plant 8" o.c. or in informal groupings asnoted on plan, full healthy bulbs, plantdepth 2 x's bulb depth with bulbfertilizer
Narcissus 'King Alfred' / King Alfred TrumpetDaffodil N/A 65 74 33 143 315 bulbs
plant 8" o.c. or in informal groupings ofas noted on plan, full healthy bulbs,plant depth 2 x's bulb depth with bulbfertilizer
C
S
H
M
P
QUANTITY
SYMBOL BOTANICAL NAME/ COMMON NAME SIZE AREA 1 AREA 2 AREA 3 AREA 4TOTAL
QTY REMARKS
QUANTITY
SYMBOL BOTANICAL NAME/ COMMON NAME SIZE AREA 1 AREA 2 AREA 3 AREA 4TOTAL
QTY REMARKS
KIR
KLA
ND
CIT
Y H
ALL
LAN
DSC
APE
IMPR
OVE
MEN
TS12
3 5T
H A
VEK
IRK
LAN
D, W
A 9
8033
PERMIT SET
DESCRIPTIONDATE
ISSUE DATE:
MARK
5/22/2018
119 S MAIN ST,STE 200SEATTLE, WA 98104
206 - 322 -3322
12/09/2018
SHEET:
CHECKED:PROJECT NO:
SCALE:DRAWN:
CONTENTS:
PLANT SCHEDULE& NOTES
L3.1
NTSWBOLIMAJKIUSALAAS
PLANTING NOTES:1. VERIFY LOCATION OF ALL UNDERGROUND UTILITIES
PRIOR TO BEGINNING WORK. NOTIFY OWNER'SREPRESENTATIVE OF ANY CONFLICTS.
2. STAKE LOCATIONS OF ALL TREES AND PLANT BEDS FORAPPROVAL PRIOR TO PLANTING. ADJUST LOCATIONS OFSHRUBS AND TREES IN FIELD AS DIRECTED.
3. PRESERVE AND PROTECT ALL EXISTING TREES ANDVEGETATION TO REMAIN. DO NOT DRIVE MACHINERYOVER ROOTS WITHIN EXISTING TREE DRIPLINES.PLANTING AND WORK WITHIN DRIPLINES OF EXISTINGTREES TO REMAIN SHALL BE BY HAND.
4. ALL PLANT MATERIAL SHALL BE IN ACCORDANCE WITHMINIMUM SIZES AND TYPES IDENTIFIED IN THE PLANTSCHEDULE.
5. PRUNE EXISTING VEGETATION AND NEW VEGETATIONONLY AS DIRECTED.
6. SEE IRRIGATION PLANS.
7. ALL DISTURBED AREAS NOT DESIGNATED FOR OTHERIMPROVEMENTS SHALL BE SODDED PER SPECIFICATIONS.
8. SEE SHEET L 3.0 PLANTING PLANS.
9. SEE SPECIFICATIONS FOR SOD/ LAWN AND PLANT BEDPREPARATION.
10. • • • • •• • •• ••• •• ••• • • • • •• • •• • • • • ••• •• • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •GROUNDCOVER PLANT BEDS AND PLANTERS AND ASINDICATED PER PLANS AND SPECIFICATIONS. DO NOTCOVER CROWN OF ROOT BALL WITH BARK MULCH.
11. ALL GROUNDCOVER SHALL BE PLANTED THROUGHOUT• • • • • •• • • • ••• • • • • •• • •• • • • • •• • • • • ••• ••• ••• • • •• ••• ••••••••••••••••••••••••••••••••••••••••••••••••••• • • • •• • ••• • • •• • • •• • ••• ••• ••• • • • •• • •••• •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •AND TREES UNLESS OTHERWISE NOTED.
12. TOPSOIL DEPTHS AND SOIL AMENDMENTS FOR SOD/LAWN, PLANTER, AND PLANT BED AREAS PERSPECIFICATIONS. TOPSOIL DEPTH AT ALL PLANTER AND• • • • • •• • • •• • • • • •• • • • • •• • ••• ••• •• ••• • • • • •• •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • • •• • • • • •• • •• • • • • • • •• •• • •• •• •••• •• ••••••••••••••••••••••••••••••••••••••••••••••••DEPTH OF COMPOSTED YARD WASTE.
13. DO NOT ROTOTILL IN AREAS WHERE EXISTING TREES ANDVEGETATION IS TO REMAIN OR WITHIN THE DRIPLINE OFEXISTING TREES.
PLANT SCHEDULE: PLANT SCHEDULE: contd.
AS NOTED
AS NOTED
AS NOTED
KIR
KLA
ND
CIT
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LAN
DSC
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IMPR
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MEN
TS12
3 5T
H A
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LAN
D, W
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8033
DESCRIPTIONDATE
ISSUE DATE:
MARK
5/22/2018
SHEET:
CHECKED:PROJECT NO:
SCALE:DRAWN:
CONTENTS:
1" = 20'-0"WSTEWARTJKIUSALAAS
SITE IRRIGATION AREAS 1, 2 & 3
SITE IRRIGATION AREA 4
NOT SHOWN
SHEET:
CHECKED:PROJECT NO:
SCALE:DRAWN:
CONTENTS:
AS NOTEDWSTEWARTJKIUSALAAS
KIR
KLA
ND
CIT
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ALL
LAN
DSC
APE
IMPR
OVE
MEN
TS12
3 5T
H A
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IRK
LAN
D, W
A 9
8033
DESCRIPTIONDATE
ISSUE DATE:
MARK
5/22/2018
QUICK COUPLING VALVE1
MAIN LINE ISOLATION VALVE2
SLEEVE4
CONTROL VALVE3
POP-UP SPRAY HEAD5
KIR
KLA
ND
CIT
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ALL
LAN
DSC
APE
IMPR
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MEN
TS12
3 5T
H A
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IRK
LAN
D, W
A 9
8033
PERMIT SET
DESCRIPTIONDATE
ISSUE DATE:
MARK
5/22/2018
119 S MAIN ST,STE 200SEATTLE, WA 98104
206 - 322 -3322
SHEET:
CHECKED:PROJECT NO:
SCALE:DRAWN:
CONTENTS:
SITE ANDPLANTINGDETAILS
L 5.0
NTSWBOLIMAJKIUSALAAS
CIP CONCRETE STAIR AND HANDRAILS2 NTS
CONCRETE PAVEMENT1 NTS
CIP CONCRETE CURB WALL W/ 4" DRAIN3 NTS
CIP CONCRETE CURB WALL4 NTSTREE PLANTING5 NTS
SHRUB / PERENNIAL PLANTING6 NTSGROUNDCOVER PLANTING7 NTS
12/09/2018
12° RADIUS, TYP. /
2' WIDE SMOOTH TROWEL FINISH AND 1/4" RADIUS@ EDGE, TYP.
FIN. GRADE RELATIONSHIP W/ ADJACENT SURFACE PER SPEC. AND GRADING PLAN.
2· 4" CLEAR / JYP Z
I
FIN. GRADE RELATIONSHIP WI ADJACENT SURFACE PER SPEC. AND GRADING PLAN. 14' RADIUS
4' t / CONCRETE SLAB WI 6x6x10 . ~ 1----------f' f
00 1: t ----------: 1 CONC. SLAB W/ 6X6x10 WWM CENTERED IN SLAB.
- THICKEN CONCRETE AT EDGES AS SHOWN - +-----r-L----L.-..,.=1-·'-.-
1 ---- . ~ 1 WWM CENTERED IN SLAB. PITCH TO DRAIN PER PLANS.
' 4' DEPTH MIN. CSTC. \ 1 " ---------~I_'~
- - #3REBAR
- CSTC COMPACT TO 95%.
CONCRETE PAVING
~ --CONSTRUCTION JOINT lCOLD JOINT)
2" ' 2'
1t1 -~-----f----i
CONTROL JOINT (CJ)
r 2"1 2'
~-- f }t~~-1 EXPANSION JOINT (EJ)
1" TYP. EXCEPT WHERE NOTED PER GRADING PLAN -
1 6,
FIN. GRAD.EAT 2 MAX -;(I--/ PLANT BED OR ~, ... :~ 1 • PLANTER - 'I.. ' ....__ -- •,
DRAIN ROCK PER SPECS
4• PVC PERF. WALL DRAIN, TYP., PITCH
• a,
TO DRAIN, MIN. 2" FROM FTG. AND WALL-
'
COMPACT TO 95%.
COMPACT SUBGRADE TO 95% - JOINT AS SHOWN, TYP.
DISCONTINUE WWM AT JOINT.
1 /2' DIA. x 6' LONG SMOOTH STEEL DOWEL WI SLIP CAP AT 3'-0" O.C. MAX.
1s• WIDE TOOLED JOINT MIN. 1/5 CONC. THICKNESS. SEE PLANS FOR LOCATIONS.
JOINT FILLER. RECESS EXP. JT. MATERIAL & CAULK MIN. 3/8" DEPTH. DISCONTINUE W.W.M. AT JOINT.
2' WIDE SMOOTH TROWEL FINISH EA. SIDE OF JOINT AS SHOWN, AT EXPANSION AND CONTROL JOINTS, TYP. 1 /2' DIA. x 6" LONG SMOOTH STEEL DOWEL WI SLIP CAP AT 3'-0" O.C. MAX.
3/4" CHAMFER, TYP.
C.I.P CONCRETE CURB WALL & FOOTING
VARIES PER GRADING PLAN
~r l' q ~ -.-~ CONCRETE PAVEMENT I W/ THICKEN EDGE I J°Ji EXP. I ,(, - JT. r. #4 CONT.@ 12' O.C. I =f;::::::i-- _ l. _ _ BOTH WAYS, CENTER IN
'l t·· WALL & FOOTING, TYP. I z ~ I
LOCATIONS PER PLAN , 2' r' --~ -- d
NOTES:
KEY TO FOOTING - - .v --., I 6" DEPTH CSTC. t • ~ - I COMPACT TO 00 95%, TYP
. I L 1 _ (L _ - - - .L:..s,_ 2• CLR
I -(- TYP • COMPACT SUBGRADE TO95%, TYP I r
II I
12· I 8" / ---/, )'
I I
6' I )'
--1. CURB WALL TO BE
LEVEL, TRUE & PLUMB. 2. FINISH PER SPEC. SEE
SPECS. 3. TIGHTLINE ALL WALL
DRAINS TO STORM DRAINAGE SYSTEM. SEE CIVIL DRWGS.
4. SEE GRADING PLAN FOR TW, BW, & OTHER ELEVS., TYP.
01--------
3 / 4" CHAMFER, TYP. 1" TYP. EXCEPT WHERE NOTED PER GRADING PLAN
FIN. GRADE AT PLANT BED 1
OR PLANTER
C.I.P CONCRETE CURB WALL & FOOTING
d - VARIESPER I ,,,. • GRADING PLAN I 7, /4" - EXP. - CONCRETE PAVEMENT
a· / -
, .... / -
- COMPACT SUBGRADE TO95%, TYP.
CONCRETE PAVEMENT W/ THICKENED EDGE
NOTES:
1. PROVIDE 3/8' EXPANSION JOINT WI DOWELING AT ALL INTERFACES WITH EXISTING CONSTRUCTION TO REMAIN, CONCRETE RAMPS, AND AS LOCATED PER PLANS & SPECS.
2. PROVIDE 3/8" EXPANSION JOINT WI NO DOWELING AT ALL INTERFACES W/ VERTICAL SURFACES, BUILDINGS, AND AS INDICATED ON PLANS.
3. SPACE ALL EXPANSION & CONTROL JOINTS PER PLANS.
4. LIGHT BROOM FINISH, TYP. DIRECTION PERPENDICULAR TO PEDESTRIAN TRAFFIC OR AS NOTED ON PLANS. VERIFY W/ LANDSCAPE ARCHITECT IF DIRECTION IS NOT CLEAR.
5. PROVIDE THICKENED EDGE AT ALL INTERFACES W/ PLANTED AREAS, AND ALL VERTICAL SURFACES INCLUDING WALLS, BUILDINGS, STAIRS, AND AS INDICATED ON PLANS OR DETAILS.
12GA. WIRE
2'MULCH -
2" HT SAUCER BERM
SCARIFY SIDES AND BOTTOM OF PIT- 6" 6"
TYPICAL HANDRAIL @STAIR 11/2" 0 CONTINUOUS STEEL PIPE - POWDER COAT FINISH PER SPEC -
C.I.P. CONCRETE STAIR (2)5'R/(1)12"T --
CONCRETE PVMT. W/ THICKENED EDGE -
FINISHED GRADETYP.
NOTES:
1. PROVIDE MEDIUM BROOM FINISH ON ALL STAIR TREADS PERPENDICULAR TO DIRECTION OF TRAVEL.
2.. PROVIDE FINISH ON C.I.P. CONCRETE CURB WALLS BOTH SIDES PER SPEC. - SEE SPECS.
3.
4.
SEE GRADING PLAN FOR TOP OF STAIR, BOTTOM OF STAIR AND CURB WALL ELEVATIONS, TYP.
SEE SPECS.
5. HAJNDRAILS SHALL BE INSTALLED PARALLEL TO CURB WALLS. LOCATE AND INSTALL HANDRAILS O.C. AS SHOWN ON PLAN-(4) LOCATIONS TOTAL-ALIGN.
-I
3' R 5• 'I TYP. _ .,,,__ f
I I I I ,- ,- ~---r--.,__ 16"
I' I I "~ 01
i~ ~· 10 '
1,- 12' I l 1
1 I 6" / 12" ~ 24"
EXP JT / TYP. 17 -, #3 REBAR
1
1 I \ @ NOSE, TYP, ' 0 FLUSH 1 I
f
1--'-_-"'_'---_-_-_-.-,-+...------llr-.<X)-',l:-'-1 9 1/4' R EXP. JT. I NOSING,TYA.,
• ). ' I
3"R TYP.
TOP OF STAIR, FIN. GRADE
PER GRADING PLAN
-':.-·~~ EXP. JT. I I) )-~~
TYP. I I
=I=~ --"<-----c----1 I
z . - a.. ::. ~ • N ~
I I
6 I
--- ---
_JI __ La.... ___ a...._
INSET
C.I.P. CONCRETE CURBWALLBOTH SIDES
PROVIDE 1/2' SMOOTH STEEL DOWEL WI SLIP CAP CENTERED @ EACH STEP, TYP.
BOTTOM OF STAIR FIN. GRADE
- 8" WIDE C.I.P. CONCRETE CURB WALL BEYOND - BOTH SIDES OF STAIR - SEE INSET
FINISHED GRADE, TYP.
i--------i ~ ~~ , , 0 '°'~ I%- I M ',o• I t-~---------1
~-,..- -_, ..... +--..... 'i~ - - T - - - lKnow whatis below. • co
' #4 REBARCONT.@12"
' 'xi • I'
....._-,,...._ <o )o \ I
O.C. BOTH WAYS -- --- I
6" DEPTH CSTC COMPACT TO 95%, TYP. -- - lo
COMPACT SUBGRADE TO 95%, TYP. - -SECTION/ ELEVATION
I 12· 7---1-
· : ~II before you dig. ~
~ b,
~ • <')
to, - 'l-a·
7 12" 0
7
o ~------------------------------C-O_N_T-IN-UO_U_S_O_U_TE_R_R_O_W_@_M_I_N.-S-PA_C_INGPER
PLANT SCHEDULE. TRIANGULAR SPACING INSIDE BED.
STATE OF WASHINGTON
LICENSED lAN03CAPE ARCHITECT
/ ;¢%
WHITE PLASTIC TAPE FLAGS
- PLANT TREE AT SAME GRADE AS NURSERY. PROVIDE MIN. 2" MULCH OVER ENTIRE PLANTING BED. DO NOT COVER CROWN OF ROOTBALL WITH BARK MULCH. STOP MULCH 6' FROM CL TREE, TYP. REMOVE BURLAP, WIRE BASKETS, AND ALL NON-BIODEGRADABLE ITEMS FROM ROOTBALL.
2x2 WOOD STAKE, (2) PER TREE, SEE SPEC.
FERTILIZER TABLETS AT ROOT BALL. PLACE TABLETS AT OUTER EDGES OF ROOTBALL, 1-2" BELOW THE TOPSOIL SURFACE.
FOR PLANTING ON SLOPES, INSTALL
FERT. TABLETS@ROOTBALL. PLACE TABLETS@OUTER EDGES OF ROOTBALL, 1-2' BELOW TOPSOIL SURFACE.
PLANTING SOIL BACKFILL PER SPECS., SETTLE WITH WATER. DO NOT LEAVE AIR POCKETS. DO NOT DAMAGE ROOTS DURING PLANTING OPERATIONS. --~
I
- EDGE OF PLANTING BED JENNIFER ANNE KIUSALAAS
LICENSE NO. 729 EXPIRES ON __ _
CENTER OF PLANT, TYP.
MIN. 6' FROM EDGE OF BED FOR GROUNDCOVERS MIN. 12" FROM EDGE OF BED FOR SHRUBS, LOCATE TREES AS SHOWN.
SPACING PER PLANT SCHEDULE, TYP.
TYP. GROUND COVER SPACING
TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL (POTTED PLANTS OR ROOTED CUTTINGS). ~ ~
Qj~ ~~~
.---- FREE ALL BRANCHES AND RUNNERS FROM MULCH
I JT. I l,<C-- ..,___ _ _, W/ THICKEN EDGE ~~~...=::..F.:======= PLANT UPRIGHT AND LEVEL SOIL TO
FOR PLANTING ON SLOPES, INST ALL PLANT UPRIGHT AND LEVEL SOIL TO ASSURE COVERAGE OF ROOTS ON DOWNHILL SIDE OF PLANT. PROVIDEA2" SAUCER BERM ON THE DOWNHILL SIDE. TYP.
FINISH GRADE- ~ "V c:9 'fj, <:::pi <::tl <::tl c:9 ~ w ~ / ,;~Cl? cs- <() ' Cl2c:s7 {>;)
MIN. 2' MULCH (PER SPECS.) KEY TO FOOTING
#4 CONT. @ 12' O.C. BOTHIWAYS, CENTER IN WALL FOOTING, TYP.
s• DEPTH CSTC. COMPACT TO 95 %, TYP
COMPACT SUBGRADE TO95%, TYP
00
9=lt=~ I
-I -\ I
~ I _(L _ i _ __ _
J"CLR, TYP
NOTES: 1. CURB WALL TO BE
LEVEL, TRUE & PLUMB. 2. FINISH PER SPEC. SEE
SPECS. 3. SEE GRADING PLAN
FOR TW, BW, & OTHER ELEVS., TYP. L 12" __ ,,___!' _l 5•
0----
'} ~--~- '\;-~~-~
COMPACT PLANTING SOIL BACKFILL - 1
/
20" GREATER I THAN ROOTBALL
)' I
\.
ASSURE COVERAGE OF ROOTS ON DOWNHILL SIDE OF PLANT AND PROVIDE A 2" HT SAUCER BERM ON THE DOWNHILL SIDE, TYP.
- PLANTING SOIL BACKFILL PER SPEC. SETTLE WITH WATER. DO NOT LEAVE AIR POCKETS. COMPACT PLANTING SOIL BACKFILL TO 90%.
UNDISTURBED SUBGRADE OR COMMON FILL TO SPEC. COMPACT TO 90% PRIOR TO SCARIFYING PIT.
01----
VARIES -
6' MIN. ;'
1 12" GREATER THAN ROOTBALL
UNDISTURBED SUBGRADE, COMMON FILL OR PLANTER SOIL PER SPEC. COMPACT TO 90% PRIOR TO SCARIFYING PIT.
.----SCARIFY SIDES AND BOTTOM OF PIT.
'---- PLANTING SOIL BACKFILL PER SPEC UNDER SHRUB SEffiE WITH WATER
REMOVE ALL BURLAP, WIRE AND NON-BIODEGRADABLE ITEMS FROM ROOTBALL
o f-------
f
/
I ...J (_)
. .
PLANTING SOIL (PEIR SPECS.)
• . .
I •,f's. ~ \1 I V'""'
/
I ...J (_)
. . . : . .
f ...J (_)
. .. ..
TYP. SPACING
- SCARIFIED SUB-GRADE OR PLANTER SOIL (PER SPECS.)
PER PLANT SCHEDULE
0----
arc ARCH I TECTS
JKLA landscape architects. pllc 2040 North 77'" Street Seatlle. WA 98103 206-402-6761
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WT-01WT-02WT-03WT-04WT-05
WT-SCRN-01
WT-07WT-06
WT-SCRN-02WT-SCRN-03
OTE-GRIDOTE-DIMOTE-BUGOTE
OTE-GRID-BUB
WT-HIDDEN
OTE-BUG-pending
280'-0" DESIRED DISTANCE150'-0" MIN DISTANCE150'-0" MIN DISTANCE
280'-0" DESIRED DISTANCE
14'-0
" DIS
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FR
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SIGHT DISTANCE TRIANGLEPEDESTAL SIGNAGE(OUTSIDE OF SIGHT
DISTANCE TRIANGLE)SIGHT DISTANCE INFORMATION:DRIVEWAY (TYPE E4)INTERSECTION TYPE (B, STOPCONTROLLED INTERSECTION)
TEXTURED CONCRETE BASE, CHAMFEREDCORNERS, TYP
7'-2
" (5'
-0" M
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2'-0"
8"2"
9'-6
"
2" 8"8" 8"
DEMOLISH EXISTING SIGNAGE ANDFOUNDATION
EXISTING PROPERTY LINE
1" PAINTED STEEL PLATE W/ APPLIED LOGOPER ELEVATIONS, BOTH SIDES
1" A588 CORTEN STEEL PLATE W/ APPLIEDAND CUT LETTERING PER ELEVATIONS
1/2" A588 CORTEN STEEL BASE PLATEANCHORED TO CONCRETE BASE
CENTER MONUMENT SIGN IN CENTER OFISLAND
4"
2 1/4"3 1/2"2 1/4"
1/2"X8" ANCHOR BOLT EMBED, TYP.TOTAL 4.
1" A588 CORTEN STEEL STIFFENER PLATESMAX SPACING 4', WELDED AND CONCEALED,1"CLEAR FROM BASE PLATE
4A1.0
1A1.0
123 5TH AVE, KIRKLAND, WA 98033
1" STEEL PLATE, PAINTED; BOTH SIDES
5'-0
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10"DIA LOGO, 1"DEEP ALUMINUM, PAINTED,FLUSH MOUNT
AVERAGE GRADE PLANE
5" LETTERING CUT INTO STEEL PLATE,PAINTED STEEL PANEL BEYOND; BOTHSIDES
2.5" ALUMINUM LETTERING, FLUSH MOUNTTO STEEL; PAINTED; BOTH SIDES
LINE OF PAINTED STEEL BEYOND
TEXTURED CONCRETE BASE
CONCRETE FOUNDATION
SEE LANDSCAPE FOR KIRKLAND ZONINGCODE 100.95 COMPLIANCE
7"
7"
2'-0
"4'
-2 1
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• • ••••6"
3 1/2"
1'-0
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EXISTING TREE, PER LANDSCAPE
EXISTING ISLAND, PER CIVIL ANDLANDSCAPE
123 5TH AVE, KIRKLAND, WA 98033
1A1.1
5 SIGNAGE SITE PLAN / SIGHT DISTANCE PLANSCALE: 1" = 60'-0"
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PERMIT SET
DESCRIPTIONDATE
ISSUE DATE:
MARK
5/22/2018
119 S MAIN ST,STE 200SEATTLE, WA 98104
206 - 322 -3322
4349
STATE OF WASHINGTONREX LEE BOND
ARCHITECTREGISTERED
SHEET:
CHECKED:PROJECT NO:
SCALE:DRAWN:
CONTENTS:
PEDESTALSIGNAGE
A1.0
AS NOTEDJJWJJW
4 SITE SECTION / PEDESTAL SIGN WEST ELEVATIONSCALE: 3/8" = 1'-0"
3 PEDESTAL SIGN PLANSCALE: 3/8" = 1'-0"
1 PEDESTAL SIGN EAST ELEVATIONSCALE: 3/4" = 1'-0"
2 PEDESTAL SIGN 3DSCALE: 3/4" = 1'-0"
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5" LETTERING CUT INTO 1" A588 CORTENSTEEL PLATE, POSITION CONCEALEDSTIFFENER PLATES TO CONFLICT W/ CUTOPENINGS IN STEEL, TYP
2.5" ALUMINUM LETTERING, FLUSH MOUNT TOSTEEL; PAINTED; BOTH SIDES
TEXTURED CONCRETE BASE, 1/2" CHAMFEREDEDGES, TYP
SEE LANDSCAPE FOR KIRKLAND ZONINGCODE 100.95 COMPLIANCE
1/2"DIAx8" EMBED STEEL PLATE ANCHORAGE,SEE PLAN FOR LAYOUT(2) #4 CONT TOP
#4 @ 12 EW CTR
#5 @ 12"
ALTERNATE HOOK DIRECTION
2'-0
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PERMIT SET
DESCRIPTIONDATE
ISSUE DATE:
MARK
5/22/2018
119 S MAIN ST,STE 200SEATTLE, WA 98104
206 - 322 -3322
4349
STATE OF WASHINGTONREX LEE BOND
ARCHITECTREGISTERED
SHEET:
CHECKED:PROJECT NO:
SCALE:DRAWN:
CONTENTS:
PEDESTALSIGNAGE
A1.1
AS NOTEDJJWJJW
1 PEDESTAL SIGN DETAILSCALE: 1-1/2" = 1'-0"
CONCRETE CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 19.
CONCRETE MIXTURES CONCRETE MIXTURES SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
MIXNO. COMP TEST AGE MAX AGGR. MAXW/C MlXNOTES STRENGTH {psi) (DAYS) SIZE RATIO
1 3,000 28 1· 0.45
CONCRETE MIXTURES SHALL CONFORM TO THE MOST STRINGENT REQUIREMENTS FOR EXPOSURE CLASSES SPECIFIED IN THE TABLE ABOVE AND ACI 318 TABLE 19.3.2.1.
WATER-REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS, BUT SHALL CONFORM TO ASTM C 494, AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CaC12 OR OTHER WATER-SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED.
WATER/CEMENTITIOUS MATERIALS RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL. WATER/CEMENTITIOUS MATERIALS RATIO AND WATER CONTENT SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM WATER/CEMENTITIOUS MATERIAL RATIO AND/OR WATER CONTENT IF SHOWN ABOVE OR IN ACI 318TABLE 19.3.2.1 FOR THE EXPOSURE CLASSES LISTED.
FIELD-MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN. TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C 94.
ALL CONCRETE SUBJECT TO EXPOSURE CLASSES F1 , F2 OR FJ SHALL BE AIR ENTRAINED AIR· ENTRAINING AGENTS SHALL CONFORM TO ASTM C 260, THE AMOUNT OF ENTRAINED AIR SHALL BE ACCORDING TO ACI 318 TABLE 19.3.3.1 WITH A FIELD TOLERANCE OF ±1.5 PERCENT BY VOLUME. THE AMOUNT OF ENTRAINED AIR SHALL BE MEASURED IN THE FIELD AT THE DISCHARGE FROM THE TRUCK.
THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING ANY CONCRETE. THE MIX DESIGN SHALL BE IN CONFORMANCE WITH ACI 318, CHAPTER 19. THE SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT, AS WELL AS THE MAXIMUM AGGREGATE SIZE OF EACH MIX. MAXIMUM AGGREGATE SIZE SHALL CONFORM TO THE PROJECT SPECIFICATIONS,
CURING IF THE AIR TEMPERATURE WILL EXCEED 75 DEGREES F WITHIN 48 HOURS OF PLACING CONCRETE, A MOIST CURE SHALL BE APPLIED TO THE CONCRETE FOR A PERIOD OF 36 HOURS AFTER FINISHING CONCRETE SURFACES. REFER TO THE PROJECT SPECIFICATIONS FOR CURING REQUIREMENTS.
RElNFORCING STEEL DEFORMED BARS HEADED DEFORMED BARS
ASTM A615, GRADE 60 ASTM A 970, HEAD TYPE HA
REINFORCING SHALL BE SUPPORTED AS SPECIFIED BY THE PROJECT SPECIFICATIONS AND THE CRSI MANUAL OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI STANDARD OF PRACTICE AS OUTLINED IN ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT."
LAP ALL REINFORCING BARS AS NOTED ON THE DRAWINGS. WHERE SPLICE LENGTH IS NOT SHOWN, USE TYPE Lb (Lbl FOR TOP BARS) SPLICE PER DEVELOPMENT AND SPLICE LENGTH SCHEDULE. MECHANICAL SPLICES CALLED OUT ON THE PLANS SHALL BE TYPE 1, UNLESS OTHERWISE NOTED. TYPE 1 SPLICES SHALL DEVELOP 125 PERCENT OF THE YIELD CAPACITY OF THE SPLICED BARS IN BOTH TENSION AND COMPRESSION. TYPE 2 SPLICES SHALL DEVELOP THE SPECIFIED TENSILE STRENGTH OF THE SPLICED BARS IN TENSION IN ADDITION TO MEETING TYPE 1 SPLICE REQUIREMENTS. SUBMIT ICC.ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC DEMONSTRATING COMPLIANCE OF COUPLERS WITH THESE REQUIREMENTS.
USE OF MECHANICAL SPLICES IS SUBJECT TO CONFORMANCE WITH ACI 318 SECTION 18.2.7 AND REQUIRES SUBMITTAL OF AN ICC-ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC.
REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS, UNLESS NOTED OTHERWISE:
USE NONSTRUCTURAL SLAB-ON-GRADE WALL BARS: INTERIOR FACES
FOOTING
EXPOSED TO EARTH OR WEATHER
BOTTOM BARS TOP BARS
SIDE BARS
COVER MID-DEPTH 3;4• 1 112· 2" 3" 1 1/2"
(#5 AND SMALLER) (#6 ANO LARGER) (CAST AGAINST EARTH)
2" (#6 AND LARGER WHERE EXPOSED TO EARTH OR WEATHER)
2·
TABLE 1 - REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS INSPECTION
SYSTEM OR MATERIAL IBC CODE CODE OR STANDARD FREQUENCY (NOTE 6) REMARKS REFERENCE REFERENCE CONTINUOUS PERIODIC
SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE . X DESIGN BEARING CAPACITY,
VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER . X MATERIAL.
PERFORM CLASSIFICATION AND TESTING OF TB 1705.6 X COMPACTED FILL MATERIALS. 1705.6 -
VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT X . ANO COMPACTION OF COMPACTED FILL
PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS - X BEEN PREPARED PROPERLY_
TABLE 2 - REQUIRED STRUCTURAL SPECIAL INSPECTIONS INSPECTION
SYSTEM OR MATERIAL IBCCODE CODE OR STANDARD FREQUENCY (NOTE 6) REMARKS REFERENCE REFERENCE CONTINUOUS PERIODIC
CONCRETE
INSPECT REINFORCEMENT, INCLUDING TB 1705.3(1) ACI 318: 20, 25.2-25.3, TOLERANCE AND REINFORCING PLACEMENT EMBEDMENTS AND PRESTRESSING TENDONS, 1705.3 26.6.1-26.6.3, 26.8, - X PER ACI 318: 26.6 AND VERIFY PLACEMENT. 1908.4 26.13.3
INSPECT ANCHORS CAST IN CONCRETE WAC 51-50-1705 ACI 31817.8_2 . X ALL ANCHORS SHALL BE VISUALLY INSPECTED
INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS:
ACI 355.4 MECHANICAL ANCHORS AND ADHESIVE WAC 51-50-1705
ICC/IAPMO X ALL ANCHORS SHALL BE VISUALLY INSPECTED ANCHORS NOT DEFINED ABOVE. EVALUATION REPOR .
(NOTE 7) ACI 318: 17.2, 26.13.3
TB 1705.3(5) 1705.3 ACI 318: 19,
VERIFY USE OF REQUIRED DESIGN MIX. 1904 26.4.3-26.4.4, 26.13.3 . X .
1908.2 1908.3
PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM
TB 1705.3(6) ASTM C 172 SLUMP AND AIR CONTENT TESTS, AND ASTM C31 X . . DETERMINE THE TEMPERATURE OF THE 1908.10 ACI 318: 26.4. 26.12 CONCRETE.
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