HomeMy WebLinkAboutP_Civil_Construction_Plans_200526_APPROVED45,870.00
BUILDING A=2,267.00
BUILDING B=11,019.00
BUILDING C=2,267.00
BUILIDING TOTAL=15,553.00
10,890.00
16,552.80
70%
34%
LEVEL 1=2267
LEVEL 2=2557
LEVEL 3=2538
LEVEL 1=10167
LEVEL 2=11019
LEVEL 3=11019
LEVEL 1=2267
LEVEL 2=2557
LEVEL 3=2538
ZONING: CV
TOTAL UNITS: 60
MIN. PARKING REQUIRED PER UNIT: 0.25
MAX. PARKING ALLOWED PER UNIT: 1.75
MINIMUM REQUIRED PARKING SPACES: 15
MAXIMUM ALLOWED PARKING SPACES: 105
PROVIDED PARKING SPACES:
IN GARAGE/STRUCTURE:15
26
TOTAL:41
16 (9'x23')STANDARD SURFACE STALLS:
COMPACT SURFACE STALLS:
ADA SURFACE STALLS:2
8 (8.5'x16') 26x30%= 8 SPACES MAX.
BUILDING SQUARE FOOTAGE
BUILDING A:
BUILDING B:
BUILDING C:
SITE COVERAGE
PARKING REQUIREMNTS
PARKING LOT LANDSCAPING
TOTAL % OF LOT COVERAGE FOR BUILDINGS AND STRUCTURES=
TOTAL COVERAGE ENTIRE SITE (S.F)=
NEW IMPERVIOUS (S.F)=
EXISTING IMPERVIOUS TO BE REMOVED
(S.F) =
BUILDING FOOTPRINT (S.F.):
SITE AREA (S.F.) =
REQUIRED INTERIOR PARKING LOT LANDSCAPING
AREA PER 4-4-070.F.6.B (S.F.):390
SURFACE:
REQUIRED INTERIOR PARKING LOT LANDSCAPING
AREA PROVIDED (S.F.):614
STANDARD STRUCTURED STALLS:8 (8'4"x15')
COMPACT STRUCTURED STALLS:7 (7.5'x15') 15x50%= 7 SPACES MAX.
TOTAL NUMBER OF SURFACE PARKING SPACES:26
* PERMITER LANDSCAPING NOT REQUIRED PER RMC 4-4-070.H.6. PARKING NOT
ADJACENT TO STREET RIGHT OF WAY.
WATER UTILITY
M.Mitchell 06/16/2020
APPROVED
06/16/2020 msippo
DEVELOPMENT ENGINEERING DIVISION
REGIONAL FIRE AUTHORITY
cthomas 06/16/2020
APPROVED
CURRENT PLANNING
MHerrera 06/16/2020
TRANSPORTATION OPERATION
cbarnes 06/16/2020
SURFACE WATER UTILITY
jfarah 06/17/2020
WASTEWATER UTILITY
Ann Fowler 06/18/2020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄWATER UTILITY
M.Mitchell 06/16/2020
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
T-412701TRO-41-4127
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄWATER UTILITY
M.Mitchell 06/16/2020
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
BASIS OF BEARINGSREFERENCESSURVEYOR'S NOTESVICINITY MAPN.T.S.SURVEYOR'S CERTIFICATESCHEDULE B ITEMSLEGAL DESCRIPTIONVERTICAL DATUMLEGENDALTA/NSPS LAND TITLE SURVEY ALTA/NSPS LAND TITLE SURVEYSUNSET OAKS N.T.S.CONTROL MAP4 34PR: 15-000009 LUA: 19-000274 C: 19-006653
TED-40-4127
R-412704DEVELOPMENT ENGINEERINGMSippo 06/16/202036
LEGENDALTA/NSPS LAND TITLE SURVEY ALTA/NSPS LAND TITLE SURVEYSUNSET OAKS5 34PR: 15-000009 LUA: 19-000274 C: 19-006653
TED-40-4127
R-412705DEVELOPMENT ENGINEERINGMSippo 06/16/202036
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
36
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
36
NO.DATEREMARKISSUE DATE:DRAWN BY:CHECKED BY:Sunset CrestTownhomesGlennwood Ave,Renton, WA.....................12.19.18MBPAPPUD SUBMITTALSHEET NO:SHEET TITLE:177 Western Avenue West Suite 266Seattle, WA 98119coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLCIN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄ4Ä::::::DEVELOPMENT ENGINEERINGMSippo 06/16/2020
NO.DATEREMARKISSUE DATE:DRAWN BY:CHECKED BY:Sunset CrestTownhomesGlennwood Ave,Renton, WA.....................12.19.18MBPAPPUD SUBMITTALSHEET NO:SHEET TITLE:177 Western Avenue West Suite 266Seattle, WA 98119coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLCIN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄ4Ä::::::DEVELOPMENT ENGINEERINGMSippo 06/16/2020
NO.DATEREMARKISSUE DATE:DRAWN BY:CHECKED BY:Sunset CrestTownhomesGlennwood Ave,Renton, WA.....................12.19.18MBPAPPUD SUBMITTALSHEET NO:SHEET TITLE:177 Western Avenue West Suite 266Seattle, WA 98119coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLCIN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄ4Ä::::::DEVELOPMENT ENGINEERINGMSippo 06/16/2020R-412710
NO.DATEREMARKISSUE DATE:DRAWN BY:CHECKED BY:Sunset CrestTownhomesGlennwood Ave,Renton, WA.....................12.19.18MBPAPPUD SUBMITTALSHEET NO:SHEET TITLE:177 Western Avenue West Suite 266Seattle, WA 98119coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLCIN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄ4Ä::::::DEVELOPMENT ENGINEERINGMSippo 06/16/2020R-412711SURFACE WATER UTILITYjfarah 06/17/2020
NO.DATEREMARKISSUE DATE:DRAWN BY:CHECKED BY:Sunset CrestTownhomesGlennwood Ave,Renton, WA.....................12.19.18MBPAPPUD SUBMITTALSHEET NO:SHEET TITLE:177 Western Avenue West Suite 266Seattle, WA 98119coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLCIN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄ4Ä::::::WATER UTILITYM.Mitchell 06/16/2020DEVELOPMENT ENGINEERINGMSippo 06/16/2020R-412712WASTEWATER UTILITYAnn Fowler 06/18/2020
NO.DATEREMARKISSUE DATE:DRAWN BY:CHECKED BY:Sunset CrestTownhomesGlennwood Ave,Renton, WA.....................12.19.18MBPAPPUD SUBMITTALSHEET NO:SHEET TITLE:177 Western Avenue West Suite 266Seattle, WA 98119coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLCIN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄ4Ä::::::DEVELOPMENT ENGINEERINGMSippo 06/16/2020R-412713
NO.DATEREMARKISSUE DATE:DRAWN BY:CHECKED BY:Sunset CrestTownhomesGlennwood Ave,Renton, WA.....................12.19.18MBPAPPUD SUBMITTALSHEET NO:SHEET TITLE:177 Western Avenue West Suite 266Seattle, WA 98119coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLCIN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄ4Ä::::::DEVELOPMENT ENGINEERINGMSippo 06/16/2020SURFACE WATER UTILITYjfarah 06/17/2020R-412714see lighting plan forluminaire locationssince the cluster of4 fir trees is requiredto be removed,updated frontage andsidewalk design meeting current citystandards is required.14
NO.DATEREMARKISSUE DATE:DRAWN BY:CHECKED BY:Sunset CrestTownhomesGlennwood Ave,Renton, WA.....................12.19.18MBPAPPUD SUBMITTALSHEET NO:SHEET TITLE:177 Western Avenue West Suite 266Seattle, WA 98119coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLCIN COMPLIANCE WITH CITY OF RENTON STANDARDS5705'6.#0'0'4'06109#5705'61#-5#2#46/'065coterra321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.comENGINEERING PLLC5705'61#-5#2#46/'065 24 Ä.7# Ä% Ä
6'&ÄÄ4Ä::::::DEVELOPMENT ENGINEERINGMSippo 06/16/2020SURFACE WATER UTILITYjfarah 06/17/2020R-412715see lighting plan forluminaire locations15
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄDEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412716
16
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄmodified standard
detail 104.3 for
driveway type r1b
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
WASTEWATER UTILITY
Ann Fowler 06/18/2020
R-412717
17
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄWATER UTILITY
M.Mitchell 06/16/2020
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412718
18
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄDEVELOPMENT ENGINEERING
MSippo 06/16/2020
SURFACE WATER UTILITY
jfarah 06/17/2020
R-412719
19
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄDEVELOPMENT ENGINEERING
MSippo 06/16/2020
SURFACE WATER UTILITY
jfarah 06/17/2020
R-412720
20
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄDEVELOPMENT ENGINEERING
MSippo 06/16/2020
SURFACE WATER UTILITY
jfarah 06/17/2020
R-412721
21
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄuse modified standard detail
104.3 for r1b driveway. detail
sheet 17.
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412722
22
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄDEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412723
23
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄDEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412724
24
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄDEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412725
25
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
5705'6.#0'0'4'06109#
5705'61#-5#2#46/'065coterra
321 3rd Ave South, Suite 406Seattle, Washington 98104ph 206.596.7115coterraengineering.com
ENGINEERING PLLC
5705'61#-5#2#46/'06524 Ä.7# Ä% Ä6'&ÄÄISOMETRIC VIEW
A
PLAN VIEW
A
BPU-IB
Bioretention/
Biofiltration
Ph: 800.579.8819 | oldcastlestormwater.com
INFRASTRUCTURE
<
NA
US Patents Pending
SECTION A-A
BPU-IB
Bioretention/
Biofiltration
Ph: 800.579.8819 | oldcastlestormwater.com
INFRASTRUCTURE
<
NR
US Patents Pending
TREATMENT
FLOW
CAPACITY 2
(GPM/CFS)
TREATMENT
FLOW
CAPACITY 3
(GPM/CFS)A DIM B DIM A1 DIM B1 DIM
BPU-IB-46 4'6'5'7'25.6 / 0.057 28.8 / 0.064
BPU-IB-48 4'8'5'9'38.4 / 0.086 43.2 / 0.096
BPU-IB-412 4'12'5'13'64.0 / 0.143 72.0 / 0.160
BPU-IB-66 6'6'7'7'38.4 / 0.086 43.2 / 0.096
BPU-IB-68 6'8'7'9'57.6 / 0.128 64.8 / 0.144
BPU-IB-612 6'12'7'13'96.0 / 0.214 108.0 / 0.241
BPU-IB-816 8'16'9'17'179.2 / 0.399 201.6 / 0.449
BioPod >Biofilter
Underground
Vault with Internal BypassBioPod>Biofilter
Underground
Vault with Internal Bypass
1 All Dimensions Are Nominal
2 Based on an WA Ecology GULD Approval for Basic, Enhanced & Phosphorus.
At 1.60 gpm/sf Media Surface Area.
3 Based on an NJCAT Verification & NJ DEP Certification. At 1.80 gpm/sf Media Surface Area.
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412726
26
lighting plan not approved for constructionTRO-41-4127T-412702
R-412727
lighting plan not approved for construction
T-412703TRO-41-4127R-412728
lighting plan not approved for construction
T-412704TRO-41-4127R-412729
8.231
1"
21.00
1"
37.38
1"
40.19
1"
6.065
1"
1.506
1"
5.777
1"
15.48
1"0.309
1"104.50
1"
1110.2
1"
125.45
1"
5.7914
1"
1.5015
1"
180.13
1"
190.65
1"
7.5820
1"
222.85
1"
233.00
1"
245.15
1"
1.5025
1"
11.326
1"
0.2927
1"
4.5928
1"
4.4229
1"
301.50
1"
12"12"
1"
1"
12"34"
12"
3 4"
3 4"
34"
3 4"
3 4"
3 4"
3 4"
34"
3 4"
3 4"114"
3 4"114"
3 4"
114"
5.0321
1"
12"
3 4"
12"
34"
12"
12"
34"
12"
12"
3 4"1"12"1"12"
1"114"
12"
114"
12"3 4"12"
1"114"
114"
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI
RAIN BIRD RWS-B-C-SOCK
ROOT WATERING SYSTEM WITH 4.0" DIAMETER X 36.0"
LONG WITH LOCKING GRATE, SEMI-RIGID MESH TUBE.
CHECK VALVE AND SAND SOCK. RAIN BIRD BUBBLER
OPTION AS INDICATED: 1401 0.25 GPM, 1402 0.5 GPM, 1404
1.0 GPM, 1408 2.0 GPM.
58 30
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD XCZ-100-PRF
MEDIUM FLOW DRIP CONTROL KIT, 1" DV VALVE, 1"
PRESSURE REGULATING FILTER, 40PSI PRESSURE
REGULATOR. 3GPM - 15GPM.
27
AREA TO RECEIVE DRIPLINE
NETAFIM TLDL-9-12 (18)
TECHLINE PRESSURE COMPENSATING LANDSCAPE
DRIPLINE. 0.9GPH EMITTERS AT 12.0" O.C. DRIPLINE
LATERALS SPACED AT 18.0" APART, WITH EMITTERS
OFFSET FOR TRIANGULAR PATTERN. SURFACE AND SUB
SURFACE INSTALLATIONS. UV RESISTANT.
9,100 S.F.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD EFB-CP-PRS-D 1-1/2"
1", 1-1/4", 1-1/2", 2" BRASS MASTER VALVE, THAT IS
CONTAMINATION PROOF W/SELF-FLUSHING FILTER
SCREEN. GLOBE CONFIGURATION, RECLAIMED WATER
COMPATIBLE, AND PURPLE HANDLE COVER DESIGNATES
NON-POTABLE WATER USE. WITH PRESSURE
REGULATOR.
1
FEBCO 850 1-1/2"
DOUBLE CHECK BACKFLOW PREVENTION, 1/2" TO 2"
1
WATER METER 1-1/2"
TO BE PROVIDED
1
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 1,300 L.F.
IRRIGATION MAINLINE: PVC SCHEDULE 40 1,121 L.F.
1401
1402
1404
1408
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#
IRRIGATION SCHEDULE
.
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATUM
5705'6.#0'0'4'06109#
+44+)#6+102.#0 %+8+.%105647%6+102'4/+657$/+66#.STATEO F W ASHIN
GT
ONN
O.1 .202EXPLICENS
E
D
LANDSCAP E A R CHITECT0 9 /02/2020BREN T M .CHAST
A
I
N304 Alaskan Way S., Suite 301
Seattle, WA 98104
#2#46/'065 12/12/19
L-2.01
29
TERRANE
TPDC
BC
BC/PHC:\________\________\________\________5705'6A1#-5A#2#46/'065.Ä5705'6 1#-5
35
PIPING SHOWN IN
R.O.W. FOR GRAPHIC
CLARITY. ALL PIPING
AND VALVES TO BE
WITHIN PROPERTY
LIMITS IN PLANTING
BEDS AND ADJACENT
TO BUILDING IN TREE
PROTECTION AREAS.
PIPING SHOWN IN
R.O.W. FOR GRAPHIC
CLARITY. ALL PIPING
AND VALVES TO BE
WITHIN PROPERTY
LIMITS IN PLANTING
BEDS.
PIPING SHOWN IN
R.O.W. FOR GRAPHIC
CLARITY. ALL PIPING
AND VALVES TO BE
WITHIN PROPERTY
LIMITS IN PLANTING
BEDS.
0 FT40
1" = 20'
20 60 80
1 CITY CORRECTIONS BC 03.09.20
PIPING SHOWN IN
BUILDING FOR GRAPHIC
CLARITY. ALL PIPING
AND VALVES TO BE IN
ADJACENT PLANTING
BEDS.5705'61#-5#2#46/'0654Ä% Ä.7# Ä.7# Ä6'&ÄÄ2 CITY CORRECTIONS BC 05.08.20
CURRENT PLANNING
MHerrera 06/16/2020
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412730
3630
.DATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO.REVISIONBYDATEAPPRFILENAME:SURVEYED:VERTICAL: NAVD 1988IF NOT ONE INCHONE INCHAT FULL SCALEHORIZONTAL: NAD 1983/1991SCALE ACCORDINGLYPlanning/Building/Public Works Dept.CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSDATUM5705'6.#0'0'4'06109#+44+)#6+10&'6#+.5%+8+.%105647%6+102'4/+657$/+66#.
STATEOFWASHINGTONNO.1.202EXPLICENSEDLANDSCAPEARCHITECT09/02/2020 BRENTM.CHASTAIN304 Alaskan Way S., Suite 301Seattle, WA 98104#2#46/'06512/12/19L-2.0230TERRANETPDCBCBC/PHC:\________\________\________\________5705'6A1#-5A#2#46/'065.Ä5705'61#-535SCALE:POINT OF CONNECTIONNTS2SCALE:MANUAL DRAIN VALVENTS3SCALE:MASTER CONTROL VALVENTS4SCALE:TREE BUBBLERNTS8GALVANIZED FITTINGS
DOUBLE CHECK VALVEASSEMBLY (DCVA)EXISTING 2" IRRIGATIONMETERDRAIN VAVLEISOLATION VALVE, TYP.MASTER CONTROLLVALVEMAINLINE TOIRRIGATION VALVESFLOW
FLOWFLOW NOTE: PROVIDEDIELECTRICFITTINGS FOR ALLGALVANIZED PIPETO COPPERCONNECTIONS.TIGHT FITTINGPVC CAPROOTBALLPVC LATERALLINETREE PLANTING PITFINISHED GRADE OF MULCH6" PERFORATEDPVC PIPE AT 2DIAGONAL COR.FLOOD BUBBLERHEAD & PVC FIXEDRISER3/4'' ANGLE VALVE2'' CLASS 160 PVCSLEEVEFINISH GRADERUBBER VALVEMARKER16'' MIN GALVNIPPLE5/8'' GRAVELSUMPMAINLINE3/4'' STREETELL24'' MIN.LID FLUSH WITH FINISHED GRADEOF MULCH.MULCH LAYER.AIR VACUUM RELIEF VALVE PERSPECIFICATIONSFPT TEE, SIZE TO ACCOMMODATEDRIP TUBING AND FLUSH VALVE.DRIP TUBING PER SPECIFICATIONS.6" ROUND VALVE BOX PERSPECIFICATIONS. BRAND WITHLETTERS 'AV' MIN, 1" HT.BRICK SUPPORT, MIN. TWO PER BOXPEA GRAVEL 6" DEPTH.NOTE:1) USE ONE AIR/RELIEF VALVE FOR EVERY 7 GPM PER ZONE. LOCATE AT HIGH POINTS.2) INSTALL PER SPECIFICATIONS AND MANUFACTURE'S RECOMMENDATIONS.ISOMETRIC18" MIN. COVERAGE OVER PVC LATERAL2" MULCH COVER OVER DRIPLINEFINISHED GRADE OF MULCHDRIPLINE TEE PER SPECIFICATIONSDRIPLINE PER SPECIFICATIONSSOLID POLYTUBING BETWEENMPT ADAPTOR AND DRIPLINETEE PER SPECIFICATIONSMPT ADAPTOR, SIZETO ACCOMMODATEPVC TEEPVC TEE, SIZE TOACCOMMODATE PVCLATERAL PVC LATERAL, SEEPLAN FOR SIZENOTE:1) INSTALL PERSPECIFICATIONS ANDMANUFACTURE'SRECOMMENDATIONS.FLOW FROMVALVEFLOWISOMETRIC 18" MIN. COVERAGE OVER PVC LATERAL2" MULCH COVER OVER DRIPLINEFINISHED GRADE OF MULCHDRIPLINE ELL PER SPECIFICATIONSDRIPLINE PER SPECIFICATIONSSOLID POLYTUBING BETWEENMPT ADAPTOR AND DRIPLINETEE PER SPECIFICATIONSMPT ADAPTOR, SIZETO ACCOMMODATEPVC TEEPVC TEE, SIZE TOACCOMMODATE PVCLATERAL PVC LATERAL, SEEPLAN FOR SIZENOTE:1) INSTALL PERSPECIFICATIONS ANDMANUFACTURE'SRECOMMENDATIONS.FLOW FROMVALVEFLOWSCALE:MANIFOLD END CONNECTIONNTS11SCALE:MANIFOLD CENTER CONNECTIONNTS9SCALE:FLUSH VALVENTS5SCALE:AIR VACUUM/ RELIEF VALVENTS6SCALE:TYPICAL TUBING LAYOUTNTS10NOTE:1) USE ONE FLUSH VALVE FOR EVERY 7 GPM PER ZONE. LOCATE AT LOW POINTS. FLUSH RATE IS 0.8 GPM. FLUSH PRESSURE IS 2 PSI. REFER TO TORO PUBLICATION #ALT111 FOR SPECIFICATIONS.2) INSTALL PER SPECIFICATIONS AND MANUFACTURESRECOMMENDATIONS.18"6"LID FLUSH WITH FINISHED GRADEOF MULCH.MULCH LAYER.FLUSH VALVE PER SPECIFICATIONSSCH 40 PVC REDUCING NIPPLE, SIZE TOACCOMMODATE FLUSH VALVE AND TEE.FPT TEE, SIZE TO ACCOMMODATE DRIPTUBING AND FLUSH VALVE.DRIP TUBING PER SPECIFICATIONS.6" ROUND VALVE BOX PERSPECIFICATIONS. BRAND WITH LETTERS'FV'' MIN, 1" HT.BRICK SUPPORT, MIN. TWO PER BOXPEA GRAVEL SUMPAVFVPVC LATERAL LINE FROM VALVEAIR VACUUM RELIEF VALVE, PLUMBTO PVC FLUSH MANIFOLD AT HIGHPOINT, SEE DETAIL.PVC FLUSH MANIFOLD, SEE DETAILSOLID POLYTUBING AIR VACUUMLATERALFLOW FROM
VALVENOTE:1) THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOTEXCEED THE MAXIMUM RUN LENGTH.2) INSTALL PER SPECIFICATIONS AND MANUFACTURE'S RECOMMENDATIONS.FLUSH VALVE, SEE DETAILDRIPLINE, SEE DETAILMANIFOLD CONNECTION, PER DETAILRECTANGULAR VALVE BOXW/ EXTENSIONS AS REQ'DFINISH GRADEGALV NIPPLEPVC FEMALE ADAPTERBRICK SUPPORTPVC MAINLINE1 CUFT PEAFLOWPVC MAINLINEMASTER CONTROLVALVE. SIZE PER DRAWINGSGRAVEL4"18"MIN NOTE:LOCATE VALVE BOX FLUSH IN TURF AREAS2'' ABOVE GRADE IN SHRUB AREASMASTER VALVE IS TO BE WIRED TO AUTOMATIC CONTROLLER AS DESIGNATED.CONTROLLER TERMINALS PROVIDED BY THE MANUFACTURER. USE UF WIRE FROMVALVE TO CONTROLLER SAME SIZE AS CONTROL WIRE CALLED OUT IN THEMATERIALS LEGEND.VALVE NO. TAGNOTE:1) VERIFY MAX. AND MIN. FLOW RATES. NOTIFYARCHITECT IF DIFFERENT FROM MANUFACTURE'SRECOMMENDATIONS.2) INSTALL PER SPECIFICATIONS AND MANUFACTURE'S RECOMMENDATIONS.3) BOX NOT REQUIRED FOR INTERIOR INSTALLATIONS4) PROVIDE VALVE IDENTIFICATION TAGMULCH LAYER.CONTROL WIRES WITH 36"SERVICE COIL AND WATERPROOF WIRE CONNECTIONS,AUTOMATIC CONTROL VALVEINLINE PRESSUREREGULATOR PERSPECIFICATIONSREMOTE CONTROL VALVE BOXPER SPECIFICATIONS. LIDFLUSH WITH FINISHED GRADEOF MULCH.BRICK SUPPORT, MIN. TWOPER BOXPEA GRAVEL 6" DEPTH.SCH. 40 MALE ADAPTOR BOTHENDS.MESH FILTER PERSPECIFICATIONSWIRES TO CONTROLLERMAINLINE FITTINGPVC LATERALSCH. 80 BALL VALVE.SCH. 40 PVC ELLSCALE:AUTOMATIC CONTROL VALVENTS7SCALE:DOUBLE CHECK VALVENTS15705'61#-5#2#46/'0654Ä% Ä.7# Ä.7# Ä
6'&ÄÄ1CITY CORRECTIONSBC05.08.20CURRENT PLANNINGMHerrera 06/16/2020DEVELOPMENT ENGINEERINGMSippo 06/16/2020R-4127313631
PACIFIC WAX MYRTLEMYRICA CALIFORNICA `BUXIFOLIA`
DOGWOODCORNUS STOLONIFERA `KELSEY`S DWARF`
OREGON GRAPEMAHONIA NERVOSA
JULIA PHELPS CALIFORNIA LILACCEANOTHUS X `JULIA PHELPS`
EASTERN REDBUDCERCIS CANADENSIS
RED TWIG DOGWOODCORNUS SERICEA
KINNIKINNICKARCTOSTAPHYLOS UVA-URSI
BEACH STRAWBERRYFRAGARIA CHILOENSIS
BEACH STRAWBERRYFRAGARIA CHILOENSIS
(1) 5 MAN, (1) 3 MAN, AND (3) 2 MAN BOULDERS
1-1/2" RIVER ROCK, 12" DEPTH MIN.
BUILDING
B
(EAST)
BUILDING
B
(WEST)
BUILDING
A
BUILDING
C
EMERALD CARPET CREEPING RASPBERRYRUBUS CALYCINOIDES `EMERALD CARPET`
21'-4"8'-0"25'-5"10'-11"19'-6"
22'-6"8'-0"PARKING LOT
INTERNAL
LANDSCAPE
(199 S.F.)
PARKING LOT
INTERNAL
LANDSCAPE
(156 S.F.)
PARKING LOT
INTERNAL
LANDSCAPE
(180 S.F.)
DOGWOODCORNUS STOLONIFERA `KELSEY`S DWARF`
HARDSTEM BULRUSHSCIRPUS ACUTUS
CRIMSON PYGMY BARBERRYBERBERIS THUNBERGII `NANA`
JULIA PHELPS CALIFORNIA LILACCEANOTHUS X `JULIA PHELPS`
EVERGREEN HUCKLEBERRYVACCINIUM OVATUM `THUNDERBIRD`
DOGWOODCORNUS STOLONIFERA `KELSEY`S DWARF`
DWARF SALALGAULTHERIA SHALLON `SNOQUALMIE PASS`
EASTERN REDBUDCERCIS CANADENSIS
9'-6"22'-10"
PARKING LOT
INTERNAL
LANDSCAPE
(180 S.F.)
DOGWOODCORNUS STOLONIFERA `KELSEY`S DWARF`
RED TWIG DOGWOODCORNUS SERICEA
PACIFIC WAX MYRTLEMYRICA CALIFORNICA `BUXIFOLIA`
DWARF SALALGAULTHERIA SHALLON `SNOQUALMIE PASS`
OREGON GRAPEMAHONIA NERVOSA
EVERGREEN HUCKLEBERRYVACCINIUM OVATUM `THUNDERBIRD`8'-6"THUNDERCLOUD PLUMPRUNUS CERASIFERA `THUNDERCLOUD`
KINNIKINNICKARCTOSTAPHYLOS UVA-URSI
CALIFORNIA LILACCEANOTHUS GRISEUS HORIZONTALIS `YANKEE POINT`
ECOTURF MIXGRASS LAWN
SHADEMASTER LOCUSTGLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` TM
SERVICEBERRYAMELANCHIER ALNIFOLIA
EASTERN REDBUD - TREE FORMCERCIS CANADENSIS
WORK THIS AREA PER
DIRECTION OF CITY OF
RENTON CURRENT PLANNING
PROJECT MANAGER
KINNIKINNICKARCTOSTAPHYLOS UVA-URSI
LONDON PLANE TREEPLATANUS X ACERIFOLIA `YARWOOD`
CRIMSON SPIRE OAKQUERCUS ROBUR X ALBA `CRIMSCHMIDT` TM
DEER FERNBLECHNUM SPICANT
.
.
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATUM
5705'6.#0'0'4'06109#
2.#06+0)2.#0 %+8+.%105647%6+102'4/+657$/+66#.STATEO F WASHIN
GT
ONNO.1 .202EXPLICENS
E
D
LANDSCAP E A R CHITECT0 9 /02/2020BRE N T M .CHAST
A
I
N304 Alaskan Way S., Suite 301
Seattle, WA 98104 35
1#-55705'6.Ä5705'6A1#-5A#2#46/'065C:\________\________\________\________BC/PH
BC
TPDC
TERRANE
31
L-3.01
12/12/19#2#46/'065
0 FT40
1" = 20'
20 60 80
1"=20'
1 CITY CORRECTIONS BC 03.16.20
LANDSCAPE NOTES
1) ALL LANDSCAPE AREAS TO RECEIVE FULLY AUTOMATIC IRRIGATION.
2)ALL PLANTING BEDS AND EXPOSED SOIL TO RECEIVE BARK MULCH PER SPECIFICATIONS AND CITY OR RENTON STANDARDS.
-TREES:3" OF BARK MULCH EXTENDING IN 3' RADIUS FROM CENTER OF TREE.
-SHRUBS, SHRUB BEDS, AND ALL EXPOSED SOILS: 2" OF BARK MULCH
3) ALL PLANTING AND LAWN AREAS TO RECEIVE TOPSOIL SOIL PER WDOE WESTERN WASHINGTON STORM WATER MANUAL BMP T5.13
AND CITY OF RENTON STANDARDS.6'&ÄÄ% Ä.7# Ä.7# Ä5705'61#-5#2#46/'0654Ä
2 CITY CORRECTIONS BC 05.08.20
CURRENT PLANNING
MHerrera 06/16/2020
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412732
3632
TREES QTY BOTANICAL / COMMON NAME CONT CAL HEIGHT
4 CERCIS CANADENSIS / EASTERN REDBUD B & B MULTI-STEM 10` HT. MIN.
5 GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` TM / SHADEMASTER LOCUST B & B 2"CAL
2 PRUNUS CERASIFERA `THUNDERCLOUD` / THUNDERCLOUD PLUM B & B 2"CAL
7 QUERCUS ROBUR X ALBA `CRIMSCHMIDT` TM / CRIMSON SPIRE OAK B & B 2"CAL
NATIVE TREES QTY BOTANICAL / COMMON NAME CONT CAL HEIGHT
10 AMELANCHIER ALNIFOLIA / SERVICEBERRY B & B MULTI-STEM 12-15` H
STREET TREES QTY BOTANICAL / COMMON NAME CONT CAL HEIGHT
4 CERCIS CANADENSIS / EASTERN REDBUD - TREE FORM
TREE FORM
B & B 2"CAL
2 PLATANUS X ACERIFOLIA `YARWOOD` / LONDON PLANE TREE
ALT.: ACER SACCHARUM, TILA AMERICANA
B & B 2"CAL
EXISTING QTY BOTANICAL / COMMON NAME CONT CAL HEIGHT
1 EXISTING CONIFEROUS TO REMAIN EXISTING
SHRUBS QTY BOTANICAL / COMMON NAME SIZE
18 ARCTOSTAPHYLOS DENSIFLORA `HOWARD MCMINN` / HOWARD MCMINN MANZANITA 5 GAL
21 BERBERIS THUNBERGII `NANA` / CRIMSON PYGMY BARBERRY 5 GAL
6 CEANOTHUS GRISEUS HORIZONTALIS `YANKEE POINT` / CALIFORNIA LILAC 2 GAL
13 CEANOTHUS X `JULIA PHELPS` / JULIA PHELPS CALIFORNIA LILAC 5 GAL
32 CORNUS SERICEA / RED TWIG DOGWOOD 5 GAL
83 CORNUS STOLONIFERA `KELSEY`S DWARF` / DOGWOOD 2 GAL
53 GAULTHERIA SHALLON `SNOQUALMIE PASS` / DWARF SALAL 2 GAL
66 MAHONIA NERVOSA / OREGON GRAPE 2 GAL
31 MYRICA CALIFORNICA `BUXIFOLIA` / PACIFIC WAX MYRTLE
FULL AND MATCHING
5 GAL
36 SYMPHORICARPOS ALBUS / COMMON WHITE SNOWBERRY 2 GAL
174 VACCINIUM OVATUM `THUNDERBIRD` / EVERGREEN HUCKLEBERRY
ALT.:
VIBURNUM TRILOBUM `COMPACTUM` / DWARF CRANBERRY BUSH
VACCINIUM CYANOCOCCUS `SUNSHINE BLUE` / SUNSHINE BLUEBERRY
5 GAL
GROUND COVERS QTY BOTANICAL / COMMON NAME CONT COMMENTS SPACING
1,467 ARCTOSTAPHYLOS UVA-URSI / KINNIKINNICK 1 GAL TRIANGULAR SPACING, 90% COVERAGE IN 3 YEARS PER C.O.R. CODE 12" o.c.
43 BLECHNUM SPICANT / DEER FERN 4"POT TRIANGULAR SPACING, 90% COVERAGE IN 3 YEARS PER C.O.R. CODE 18" o.c.
1,335 FRAGARIA CHILOENSIS / BEACH STRAWBERRY 1 GAL TRIANGULAR SPACING, 90% COVERAGE IN 3 YEARS PER C.O.R. CODE 18" o.c.
6 RUBUS CALYCINOIDES `EMERALD CARPET` / EMERALD CARPET CREEPING RASPBERRY 4"POT TRIANGULAR SPACING, 90% COVERAGE IN 3 YEARS PER C.O.R. CODE 18" o.c.
262 SCIRPUS ACUTUS / HARDSTEM BULRUSH 4"POT TRIANGULAR SPACING, 90% COVERAGE IN 3 YEARS PER C.O.R. CODE 12" o.c.
SOD/SEED QTY BOTANICAL / COMMON NAME CONT COMMENTS SPACING
1,736 SF GRASS LAWN / ECOTURF MIX HYDROSEED
PLANT SCHEDULE PARKING LOT LANDSCAPE
CALCULATIONS
SURFACE
PARKING
STALLS
PLANTING
AREA
REQUIRED
PER STALL
REQUIRED
INTERNAL
PARKING LOT
LANDSCAPE
PROVIDED
INTERNAL
PARKING LOT
LANDSCAPE
25 15 375 780
.
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATUM
5705'6.#0'0'4'06109#
2.#06+0)5%*'&7.'%+8+.%105647%6+102'4/+657$/+66#.STATEO F WASHIN
G
T
ONNO
.1 .202EXPLICENS
E
D
LANDSCAP E A R CHITECT0 9 /02/2020BRE N T M .CHAST
A
I
N304 Alaskan Way S., Suite 301
Seattle, WA 98104
35
1#-55705'6.Ä5705'6A1#-5A#2#46/'065C:\________\________\________\________BC/PH
BC
TPDC
TERRANE
32
L-3.02
12/12/19#2#46/'0651PERMIT CORRECTIONS BC 03.16.20
LANDSCAPE NOTES
1) ALL LANDSCAPE AREAS TO RECEIVE FULLY AUTOMATIC IRRIGATION.
2)ALL PLANTING BEDS AND EXPOSED SOIL TO RECEIVE BARK MULCH PER SPECIFICATIONS AND CITY OR RENTON STANDARDS.
-TREES:3" OF BARK MULCH EXTENDING IN 3' RADIUS FROM CENTER OF TREE.
-SHRUBS, SHRUB BEDS, AND ALL EXPOSED SOILS: 2" OF BARK MULCH
3) ALL PLANTING AND LAWN AREAS TO RECEIVE TOPSOIL SOIL PER WDOE WESTERN WASHINGTON STORM WATER MANUAL BMP T5.13
AND CITY OF RENTON STANDARDS.5705'61#-5#2#46/'065% Ä.7# Ä.7# Ä6'&ÄÄ4Ä
2 CITY CORRECTIONS BC 05.08.20
CURRENT PLANNING
MHerrera 06/16/2020
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412733
3633
.
.
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATUM
5705'6.#0'0'4'06109#
2.#06+0)&'6#+.5 %+8+.%105647%6+102'4/+657$/+66#.STATEO F WASHIN
G
T
ONN
O.1 .202EXPLICENS
E
D
LANDSCAP E A R CHITECT0 9 /02/2020BRE N T M .CHAST
A
I
N304 Alaskan Way S., Suite 301
Seattle, WA 98104 35
1#-55705'6.Ä5705'6A1#-5A#2#46/'065C:\________\________\________\________BC/PH
BC
TPDC
TERRANE
33
L-3.03
12/12/19#2#46/'065
1 TREE PLANTING DETAIL
SCALE: NTS
2 SHRUB PLANTING DETAIL
SCALE: NTS
3 GROUNDCOVER PLANTING DETAIL
SCALE: NTS
NOTES:
STAKE TREE WITH (2) TREATED
2"Ø LODGEPOLE PINE DOWLED
TREE STAKES (8'-0" LENGTH)
LOOP EACH TIE AROUND HALF
TREE LOOSELY TO PROVIDE 1"
SLACK FOR TRUNK GROWTH.
"CHAINLOCK" OR EQUAL TREE
TIE MATERIAL (1" SIED) NAIL OR
STAPLE TREE TIE MATERIAL TO
STAKE TO HOLD VERTICALLY.
LOOP EACH TIE AROUND HALF
TREE LOOSELY TO PROVIDE 1"
CLACK FOR TRUNK GROWTH.
2'-0" MIN 3'-6" MIN
SET TOP OF ROOT CROWN 2" ABOVE ADJACENT
CURB & SIDEWALK GRADE.
3" TO 4" HIGH WATERING RING (SEE NOTE 2)
24" ROOTBARRIER
AT CURB.
TREE PIT DEPTH =ROOTBALL DEPTH(MEASURE BEFOREDIGGING TO AVOIDOVEREXCAVATION).
DRIVE STAKES 6" TO1'-0" INTOUNDISTURBED SOILBELOW ROOTBALL.
DRIVE STAKE AT ROOTBALL EDGE (TYP)(SEE NOTE 1)
UNDISTURBED SUBGRADE.
PROVIDES FIRM BASE SO THAT
ROOTBALL WILL NOT SINK.
REMOVE ALL WIRE, STRINGS,
AND OTHER NON-BURLAP
MATERIAL; AND REMOVE
BURLAP FROM TOP 23 OF
ROOTBALL.
TOP SOIL AS APPROVED BY
LANDSCAPE
ARCHITEC.
ROOTBARRIER; PLACE AT EDGE
OF PAVEMENT/SIDEWALK/ETC.;
PLACE PRIOR TO PLACEMENT OF
NEW SIDEWALK OR CURB TO
PREVENT UNDERMINING.
ROUGHEN SIDES OF PLANTING
HOLE MAXIMIZE EXCAVATED
AREA WITHOUT UNDERMINING
ADJACENT PAVING/CURB.
18" ROOTBARRIER
AT SIDEWALK.
SIDEWALK
2"-3" MULCH DEPTH (TAPERED AT TRUNK)ROOTBALL DEPTHROOTBALL + 1'-0"MIN ALL SIDES UNDISTURBED SUBGRADE
(PROVIDES FIRM BASE SO
THAT ROOTBALL WILL NOT
SINK)
TOP SOIL TYPE B
REMOVE ALL WIRE, STRINGS, AND
OTHER NON-BURLAP MATERIAL;
AND REMOVE BURLAP FROM TOP 23OF ROOTBALL.
ADDITIONAL PLANTING
AREA PREPARATION
PER DRAWING
FINISH GRADE
SHRUB PLANTING PIT
PREPARATION = ROOTBALL
DEPTH & WIDTH PLUS 1'-0"
ADDITIONAL ALL SIDES
MIN 2"-3" OF MULCH
SET ALL PLANTS AT NURSERY
LEVEL (TYP)
B&B OR CONTAINERIZED
SHRUB (TYP)
SCARIFIED SUBGRADE
TOP SOIL TYPE B
MIN. 6" DEPTH
FINISH GRADE
MIN 2" MULCH
TYPICAL GROUND COVER
PLANTED AT NURSERY LEVEL
SP
A
C
I
N
G
V
A
R
I
E
S
SE
E
L
A
N
D
S
C
A
P
E
D
R
A
W
I
N
G
MULCH TREE PIT MIN 5'-0"
LENGTH X FULL PLANTING
STRIP WIDTH BETWEEN CURB
AND SIDEWALK (FOR PLANTING
STRIPS LESS THAN 6'-0" WIDE)
OR PROVIDE 5'-0"DIA MULCH
RING FOR PLANTING STRIPS
WIDER THAN 6'-0".
MIN WIDTH OF TREE PIT = 2
TIMES ROOTBALL DIAMETER
OR 5'-0", WHICHEVER IS
GREATER
MULCH AREA TO BE CLEAR OF
GRASS, WEEDS, ETC. TO
REDUCE COMPETITION WITH
TREE ROOTS
1. PLANTING INCLUDES REMOVAL OF STAKES
ONE YEAR AFTER INSTALLATION.
2. SHAPE SOIL SURFACE TO PROVIDE 3" DIAM
WATERING RING.
3. ADJUST TREE TIES DURING ESTABLISHMENT
TO ALLOW ROOM FOR GROWTH (@1" SLACK).
4. ROOT BARRIER REQUIRED ALONG EDGE OF
ROADWAY, CURB, DRIVEWAY, TRAIL,
SIDEWALK, OR OTHER STRUCTURES WHERE
ROOTBALL IS WITHIN TWO FEET; PLACE
VERTICAL ROOTBARRIER IF REQUIRED.5705'61#-5#2#46/'0654Ä% Ä.7# Ä.7# Ä6'&ÄÄ1 CITY CORRECTIONS BC 05.08.20
CURRENT PLANNING
MHerrera 06/16/2020
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412734
3634
CURRENT PLANNING
MHerrera 06/16/2020
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412735
3635
.
.
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILENAME:SURVEYED:VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DATUM
5705'6.#0'0'4'06109#
64''4'6'06+10&'6#+.%+8+.%105647%6+102'4/+657$/+66#.STATEO F WASHIN
GT
ONN
O.1 .202EXPLICENS
E
D
LANDSCAP E A R CHITECT0 9 /02/2020BREN T M .CHAST
A
I
N304 Alaskan Way S., Suite 301
Seattle, WA 98104
35
1#-55705'664Ä5705'6A1#-5A#2#46/'065C:\________\________\________\________BC/PH
BC
TPDC
TERRANE
35
TR-1.02
12/12/19#2#46/'065
5705'61#-5#2#46/'0654Ä% Ä.7# Ä.7# Ä6'&ÄÄTREE PROTECTION
1/4" = 1'-0"
CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE
TREE PRESERVATION PLAN FOR FENCE ALIGNMENT.6'-0"MAINTAIN
EXISTING
GRADE WITH THE
TREE
PROTECTION
FENCE
UNLESS
OTHERWISE
INDICATED ON
THE
PLANS.
5" THICK
LAYER OF MULCH.
NOTES:
1- SEE SPECIFICATIONS FOR
ADDITIONAL TREE PROTECTION
REQUIREMENTS.
2- NO PRUNING SHALL BE
PERFORMED EXCEPT BY APPROVED
ARBORIST.
3- NO EQUIPMENT SHALL OPERATE
INSIDE THE
PROTECTIVE FENCING INCLUDING
DURING FENCE
INSTALLATION AND REMOVAL.
SECTION VIEW
8.5" X 11"
SIGN
LAMINATED IN
PLASTIC SPACED
EVERY 50'
ALONG THE
FENCE.
TREE
PROTECTION
FENCE: 6' HT.
CHAINLINK FENCE
WITH STEEL
POSTS
INSTALLED AT 8'
O.C.
NO
TRESPASINGPROTECTEDTREE
1 FX-PL-FX-TRMT-02
A.CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT
MAY NOT FILL, EXCAVATE, STACK OR STORE ANY
EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR
FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS
SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN
THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE
RETAINED.
B.FENCED PROTECTION AREA REQUIRED: PRIOR TO
DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT
AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY
CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL
RETAINED TREES OR AT A DISTANCE SURROUNDING THE
TREE EQUAL TO ONE AND ONE-QUARTER FEET (1-1/4') FOR
EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS
GREATER, OR ALONG THE PERIMETER OF A TREE
PROTECTION TRACT. PLACARDS SHALL BE PLACED ON
FENCING EVERY FIFTY FEET (50') INDICATING THE
WORDS, “NO TRESPASSING – PROTECTED TREES,” OR ON
EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50').
SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR
GROUPS OF TREES SHALL BE FENCED AND SIGNED.
INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN
ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION
WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR
TREES.
C.PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL
ADJOINING TO A TREE TO BE RETAINED IS TO BE
RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK
WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF
THIS WALL OR WELL MUST BE EQUAL TO THE TREE’S DRIP
LINE.
D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE:
THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE
MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF
ANY TREE TO BE RETAINED, UNLESS OTHERWISE
APPROVED BY THE CITY.
E. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF
RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO
BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER
OF THE FOLLOWING AREAS: (I) THE AREA DEFINED BY THE
DRIP LINE OF THE TREE, OR (II) AN AREA AROUND THE TREE
EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER
FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE
PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL,
OR OTHER CONDITIONS MAY BE REQUIRED.
F.MULCH LAYER REQUIRED: ALL AREAS WITHIN THE
REQUIRED FENCING SHALL BE COVERED COMPLETELY AND
EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK
MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE
FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH
WILL ADVERSELY AFFECT PROTECTED GROUND COVER
PLANTS.
G.MONITORING REQUIRED DURING CONSTRUCTION: THE
APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR
LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE
PROTECTED FROM DEVELOPMENT ACTIVITIES AND/OR TO
PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS
APPROPRIATE FOR ANY TREES AND GROUND COVER THAT
ARE TO BE RETAINED.
H.ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS
MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR
GREATER TREE PROTECTION WITH APPROVAL FROM THE
CURRENT PLANNING PROJECT MANAGER.
1 CITY CORRECTIONS BC 05.08.20
CURRENT PLANNING
MHerrera 06/16/2020
DEVELOPMENT ENGINEERING
MSippo 06/16/2020
R-412736
3636