HomeMy WebLinkAboutStamped approved F_Civil_Construction_Plans_Merrill Gardens C18002264.pdfP:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 8:56 AMCOVER SHEET C01
1TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSPROJECT CONTACTS:
APPLICANT / OWNER:
MGP 47, LLC C/O MERRILL GARDENS
1938 FAIRVIEW AVE E #300
SEATTLE, WA 98102
CIVIL ENGINEER:
DAVIDO CONSULTING GROUP, INC.
9706 4TH AVE NE, SUITE 300
SEATTLE, WA 98115
PH: 206-253-0024
CONTACT: CHEYENNE THOMPSON, PE
EMAIL: CHEYENNE@DCGENGR.COM
SURVEYOR:
PACE
11255 KIRKLAND WAY, SUITE 300
KIRKLAND, WA 98033
PH: (425) 827-2014
FAX: (425) 827-5043
CONTACT: BILL HAWKINS, PLS
EMAIL: BILLH@PACEENGRS.COM
LANDSCAPE ARCHITECT:
FAZIO ASSOCIATES
102 NW CANAL ST
SEATTLE, WA 98107
PH: 206-774-9490
CONTACT: ROB FAZIO, ASLA
EMAIL: ROB@FAZIOASSOCIATES.COM
STREET LIGHTING & MEP:
ABOSSEIN ENGINEERING
18465 NE 68TH ST
SUITE 200
REDMOND, WA 98052
PH: 425-462-9441
CONTACT: JAY WERNER
EMAIL: JAY_WERNER@ABOSSEIN.COM
UTILITY PROVIDERS:
SEWER - CITY OF RENTON (425) 430-7332
WATER - CITY OF RENTON (425) 430-7332
POWER - PUGET SOUND ENERGY (425) 452-1234
GAS - PUGET SOUND ENERGY (425) 452-1234
TELEPHONE - VERIZON (425) 430-4221
CABLE - COMCAST (206) 451-5272
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057
SECTION 17, TWN 23, RANGE 05
CIVIL CONSTRUCTION PERMIT
VICINITY MAP
NOT TO SCALE
PROJECT PARCEL
SITE INFORMATION:
TOTAL EXISTING IMPERVIOUS SURFACE: 16,098 SF
TOTAL EXISTING PERVIOUS SURFACE: 274 SF
TOTAL NEW/REPLACED IMPERVIOUS SURFACE: 15,667 SF
TOTAL IMPERVIOUS SURFACE: 15,667 SF
TOTAL NEW/REPLACED PGIS: 677 SF
NET NEW IMPERVIOUS AREA: -431 SF (-0.01 AC)
BUILDING COVERAGE AREA: 14,515 SF (0.33 AC)
PARKING COUNT:0 NEW VEHICLE
4 NEW BIKE PARKING STALLS
PROJECT DISTURBANCE AREA DURING CONSTRUCTION (INC. ROW):
21,582 SF (0.50 AC)
SITE AREA: 16,372 SF (0.38 AC
KING COUNTY PARCEL NUMBER: 7231502030, 7231502120
LEGAL DESCRIPTION:
(PER FIDELITY NATIONAL TITLE
INSURANCE COMPANY, SUBDIVISION
GUARANTEE NO.
WA-FBCM-IMP-27WAG14-1-17-20375864,
DATED SEPTEMBER 14, 2017.)
NOTE- THIS LEGAL DESCRIPTION IS
FOR THE ENTIRE MERRILL GARDENS
SITE.
PARCEL A:
THAT PORTION OF HENRY TOBIN
DONATION CLAIM NO. 37, SECTION 18,
TOWNSHIP 23 NORTH, RANGE 5 EAST,
W. M., IN KING COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST
CORNER OF BLOCK 24, TOWN OF
RENTON PLAT, WHICH CORNER BEARS
SOUTH 89° 07' EAST A DISTANCE OF 30
FEET AND NORTH 0° 46' EAST A
DISTANCE OF 530 FEET FROM THE
MONUMENT AT THE INTERSECTION OF
SECOND AVENUE AND BURNETT
STREET;
THENCE NORTH 0° 46' EAST A
DISTANCE OF 150 FEET; THENCE
SOUTH 89°07' EAST A DISTANCE OF 115
FEET; THENCE SOUTH 0° 46' WEST A
DISTANCE OF 150 FEET;
THENCE NORTH 89° 07' WEST A
DISTANCE OF 115 FEET TO THE POINT
OF BEGINNING.
ALSO, LOTS 1 THROUGH 4, INCLUSIVE,
AND LOTS 16 AND 17, BLOCK 24, TOWN
OF RENTON, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 1 OF
PLATS, PAGE 135, IN KING COUNTY,
WASHINGTON;
EXCEPT THE EAST 5 FEET OF SAID
LOTS 1 THROUGH 3 CONVEYED TO
THE CITY OF RENTON FOR ALLEY
PURPOSES BY DEED RECORDED
UNDER RECORDING NO. 2117471 AND
2117484; AND EXCEPT THE NORTH 10
FEET OF THE SOUTH 30 FEET OF SAID
LOT 3 CONVEYED FOR ALLEY
RECORDED NOVEMBER 20, 1978
UNDER RECORDING NO. 7811200482;
TOGETHER WITH THOSE PORTIONS OF
THE ALLEY VACATED BY CITY OF
RENTON ORDINANCE NO. 3272,
RECORDED DECEMBER 14, 1978
UNDER RECORDING NO. 7812140796
ADJOINING OR ABUTTING THEREON,
WHICH ATTACHED TO SAID PREMISES
BY OPERATION OF LAW
AND TOGETHER WITH THOSE
PORTIONS OF THE ALLEYS VACATED
BY CITY OF RENTON ORDINANCE NO.
5370, RECORDED APRIL 28, 2008
UNDER RECORDING NO.
20080428000765
PARCEL B:
LOT 18, BLOCK 24, TOWN OF
RENTON, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 1
OF PLATS, PAGE 135, IN KING
COUNTY, WASHINGTON;
EXCEPT THE WEST 5 FEET
THEREOF CONVEYED TO THE CITY
OF RENTON FOR ALLEY PURPOSES
BY DEED RECORDED UNDER
RECORDING NO. 2117478.
EXCEPT THE NORTH 20
FEET THEREOF
CONVEYED TO THE CITY
OF RENTON BY DEED
RECORDED UNDER
RECORDING NO.
20080425000371.
AND TOGETHER WITH THAT PORTION
OF THE ALLEY VACATED BY CITY OF
RENTON ORDINANCE NO. 5370,
RECORDED APRIL 28, 2008 UNDER
RECORDING NO. 20080428000765
PARCEL C:
THAT PORTION OF THE HENRY TOBIN
DONATION LAND CLAIM NO. 37,
SECTION 18,
TOWNSHIP 23 NORTH, RANGE 5 EAST,
W. M., IN KING COUNTY,
WASHINGTON, DESCRIBED AS
FOLLOWS:
BEGINNING AT A POINT ON THE EAST
LINE OF BURNETT STREET 150 FEET
NORTH OF THE NORTHWEST
CORNER OF BLOCK 24, TOWN OF
RENTON, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 1
OF PLATS, PAGE 135, IN KING
COUNTY, WASHINGTON;
THENCE EAST PARALLEL WITH THE
NORTH LINE OF SAID BLOCK 24 A
DISTANCE OF 115 FEET; THENCE
NORTH PARALLEL WITH THE EAST
LINE OF BURNETT STREET 50 FEET;
THENCE WEST PARALLEL WITH
THE NORTH LINE OF SAID
BLOCK 24 A DISTANCE OF 115
FEET TO THE EAST LINE OF
BURNETT STREET;
THENCE SOUTH ON THE EAST LINE
OF BURNETT STREET 50 FEET TO
THE POINT OF BEGINNING;
PARCEL D:
THAT PORTION OF HENRY
TOBIN DONATION LAND
CLAIM NO. 37, SECTION 18,
TOWNSHIP 23 NORTH, RANGE
5 EAST, W. M., IN KING
COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS;
BEGINNING ON THE EAST MARGIN OF
BURNETT STREET IN THE CITY OF
RENTON NORTH 0°46' EAST 730 FEET
FROM THE CENTERLINE OF SECOND
AVENUE; THENCE SOUTH 89° 07'
EAST 115 FEET; THENCE NORTH 00°
46' EAST 75 FEET;
THENCE SOUTH 89° 07' WEST 115
FEET;
THENCE SOUTH 0° 46' WEST 75 FEET
TO THE POINT OF BEGINNING.
PARCEL E:
THAT PORTION OF HENRY
TOBIN DONATION LAND
CLAIM NO. 37, SECTION 18,
TOWNSHIP 23 NORTH, RANGE
5 EAST, W.M., IN KING
COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST
CORNER OF BLOCK 24, TOWN OF
RENTON, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 1
OF PLAT, PAGE 135, IN KING COUNTY,
WASHINGTON, WHICH CORNER
BEARS SOUTH 89° 07' EAST 30 FEET
AND NORTH 0° 46' EAST
530 FEET FROM THE MONUMENT
AT THE INTERSECTION OF SECOND
AVENUE AND BURNETT STREET;
THENCE NORTH 0° 46' EAST 275
FEET TO THE POINT OF
BEGINNING; THENCE NORTH 0° 46'
EAST 76.52 FEET;
THENCE SOUTH 89° 07'
EAST 115 FEET; THENCE
SOUTH 0° 46' WEST 76.52
FEET; THENCE NORTH
89°07' WEST 115 FEET TO
THE POINT OF
BEGINNING.
SITUATE IN THE CITY OF RENTON,
COUNTY OF KING, STATE OF
WASHINGTON.
ADDITION
ABBREVIATIONS:
CB = CATCH BASIN
CONC = CONCRETE
CORSWDM = CITY OF RENTON SURFACE WATER DESIGN MANUAL
DEMO = DEMOLITION
EX = EXISTING
FF = FINISH FLOOR
FG = FINISH GRADE
IE = INVERT ELEVATION
LF = LINEAL FEET
SD = STORM DRAIN
SDCO = STORM DRAIN CLEANOUT
SSSCO = SANITARY SIDE SEWER CLEANOUT
SSS = SANITARY SIDE SEWER
TESC = TEMPORARY EROSION & SEDIMENTATION CONTROL
TOC = TOP OF CURB
TYP = TYPICAL
ZONING INFORMATION:
ZONING: CENTER DOWNTOWN (CD)
ALLOWED IMPERVIOUS AREA: 100.0%
PROVIDED IMPERVIOUS AREA: 95.7%
AQUIFER PROTECTION ZONE 1
FRONT SETBACK: NONE
REAR SETBACK: NONE
SIDE SETBACKS: NONE
DRAWING LIST
PAGE NO.SHEET NO.DESCRIPTION
1 C01 COVER SHEET
2 C02 PROJECT CONDITIONS
3 C03 SITE PLAN
4 C04 TESC PLAN
5 C05 GRADING PLAN
6 C06 COMPOSITE UTILITY PLAN
7 C07 DRAINAGE PLAN
8 C08 DRAINAGE PROFILE
9 C09 TRANSPORTATION PLAN
10 C10 CITY DETAILS- TESC
11 C11 CITY DETAILS- TESC (CONT.)
12 C12 CITY DETAILS- WATER
13 C13 CITY DETAILS- WATER (CONT.)
14 C14 CITY DETAILS- SEWER
15 C15 CITY DETAILS- ROADWAY
16 C16 CITY DETAILS- ROADWAY (CONT.)
17 C17 CITY DETAILS- STORM DRAIN
18 C18 CITY DETAILS - MISC
19 C19 PROJECT SURVEY
20 C20 PROJECT SURVEY
21 C21 PROJECT SURVEY
22 L0.00 TREE RETENTION / LAND CLEARING PLAN
23 L1.00 GROUND LEVEL LANDSCAPE PLAN
24 L1.03 GROUND LEVEL IRRIGATION PLAN
25 L2.00 PLANTING & IRRIGATION SCHEDULES & SITE ELEMENTS
26 L2.01 PLANTING DETAILS
27 L2.02 PLANTING & SITE DETAILS
28 L2.03 IRRIGATION DETAILS
29 L2.04 IRRIGATION DETAILS
30 E1.0 STREET LIGHTING GENERAL NOTES
31 E2.0 STREET LIGHTING - POWER & PHOTOMETRICS
32 E3.0 STREET LIGHTING DETAILS
33 E3.1 STREET LIGHTING DETAILS
34 E4.0 STREET LIGHTING SPECIFICATIONS
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2018.10.18
16:00:07 -07'00'
REGIONAL FIRE AUTHORITY
cthomas 10/25/2018
APPROVED
WASTEWATER UTILITY
dchristen 10/25/2018
WATER UTILITY
Abdoul Gafour 10/25/2018
SURFACE WATER UTILITY
rstraka 10/25/2018
R-401202
DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 8:56 AMPROJECT CONDITIONS C02
2TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIS T E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSSEPA MITIGATION MEASURES:
DETERMINATION OF NON-SIGNIFICANCE- MITIGATED (DNS-M) ISSUED JANUARY 8, 2018
1.THE PROJECT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, PREPARED BY
PANGEO INCORPORATED DATED NOVEMBER 27, 2017, AND FUTURE ADDENDA.
2.THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND BUILDING
PERMIT PLANS TO VERIFY COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE GEOTECHNICAL ENGINEER
SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS REVIEWED THE CONSTRUCTION AND ERC MITIGATION
MEASURES AND ADVISORY NOTES PAGE 2 OF 2 BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND
SPECIFICATIONS MEET THE INTENT OF THE REPORT(S).
GEOTECHNICAL RECOMMENDATIONS:
SOIL TYPE: THE SITE IS UNDERLAIN BY 5 TO 8 FEET OF FILL OVERLYING LOOSE SAND. THE SAND BECOMES DENSER
WITH DEPTH, GRADING TO MEDIUM DENSE AT 20 FEET BELOW GRADE AND DENSE AT 30 TO 35 FEET BELOW GRADE.
GROUNDWATER CONDITIONS: GROUNDWATER WAS ENCOUNTERED AT 16 TO 17 FEET BELOW GRADE AT THE TIME
OF THE FIELD EXPLORATION.
TEMPORARY SLOPES: 1H:1V MAX (HORIZONTAL:VERTICAL)
PERMANENT SLOPES: 2H:1V MAX
ALLOWABLE BEARING PRESSURE (DESIGN): 5,000 PSF AFTER COMPLETION OF GROUND IMPROVEMENT.
NOTE THIS IS AN INFORMATIONAL SUMMARY ONLY. FOR COMPLETE RECOMMENDATIONS, SEE THE GEOTECHNICAL
REPORT BY PANGEO, INC. (NOVEMBER 2017).
HEARING EXAMINER CONDITIONS (LUA17-000827):
STAFF RECOMMENDS APPROVAL OF THE MERRILL GARDENS AT RENTON ADDITION, FILE NO. LUA17-000827, AS
DEPICTED IN EXHIBIT 4, SUBJECT TO THE FOLLOWING CONDITIONS:
1.THE APPLICANT SHALL COMPLY WITH THE FOLLOWING MITIGATION MEASURES ISSUED AS PART OF THE
DETERMINATION OF NON-SIGNIFICANCE MITIGATED, DATED JANUARY 8, 2018.
a.THE PROJECT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT,
PREPARED BY PANGEO INCORPORATED DATED NOVEMBER 27, 2017, AND FUTURE ADDENDA.
b.THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND
BUILDING PERMIT PLANS TO VERIFY COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE
GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS REVIEWED THE
CONSTRUCTION AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS
MEET THE INTENT OF THE REPORT(S).
2.THE APPLICANT SHALL SUBMIT REVISED UTILITY AND LANDSCAPE PLANS WITH THE CONSTRUCTION PERMIT
APPLICATION THAT RELOCATES THE FIRE HYDRANT AWAY FROM THE CURRENT LOCATION NEAR THE
BUILDING'S ENTRANCE AND PROPOSED STREET TREE PLANTING AND PLACES IT FURTHER SOUTH NEAR THE
WATER/FIRE ROOM. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING
PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
3.THE APPLICANT SHALL REPLACE THE EXISTING STREET TREE GRATE ALONG THE PROPERTY FRONTAGE WITH
A GRATE MATCHING THE THREE (3) NEW STREET TREES AS REQUIRED BY THE DOWNTOWN STREETSCAPE
DESIGN STANDARDS AND GUIDELINES. THE REPLACED GRATE SHALL BE SHOWN ON THE FINAL LANDSCAPE
PLAN SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE
CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
4.THE APPLICANT SHALL SUBMIT A SEPARATE DETAILED PLAN SET IDENTIFYING THE LOCATION AND SCREENING
PROVIDED
FOR ALL SURFACE AND ROOF TOP UTILITY/MECHANICAL EQUIPMENT WITH THE BUILDING PERMIT APPLICATION. THE
PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING
PERMIT APPROVAL.
5.THE APPLICANT SHALL SUBMIT DETAILED SPECIFICATIONS OF THE EXISTING REFUSE AND RECYCLING AREA
TO CONFIRM COMPLIANCE WITH THE CODE. THE SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY
THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
6.THE APPLICANT SHALL SUBMIT FENCING DETAILS WITH THE BUILDING PERMIT APPLICATION. FENCING
SURROUNDING THE EXTERIOR DECK SPACES SHALL BE MADE OF HIGH QUALITY MATERIAL THAT
COMPLEMENTS THE ARCHITECTURE OF THE BUILDING. FENCING DETAILS SHALL BE REVIEWED AND
APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
7.THE APPLICANT SHALL PROVIDE SPECIFICATIONS FOR THE METAL CANOPY THAT CONFIRMS THE WEATHER
PROTECTION EXTENDS AT LEAST 4.5-FEET FROM THE BUILDING'S FAÇADE. THE SPECIFICATIONS SHALL BE
PROVIDED WITH THE BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING
PROJECT MANAGER PRIOR TO APPROVAL.
8.THE APPLICANT SHALL PROVIDE CUT-SHEET DETAILS OF THE PROPOSED ORNAMENTAL LIGHTING SCONCES
LOCATED NEAR THE BUILDING'S ENTRANCE AND ALONG THE STREET FAÇADE WITH THE BUILDING PERMIT
APPLICATION. THE ORNAMENTAL LIGHTING FIXTURES SHALL BE REVIEWED AND APPROVED BY THE CURRENT
PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
9.THE APPLICANT SHALL MAINTAIN VISUAL ACCESSIBILITY ALONG THE GROUND LEVEL DURING TYPICAL
BUSINESS AND DAYTIME HOURS. BETWEEN THE HOURS OF 8AM AND 7PM THE GROUND FLOOR STOREFRONT
WINDOWS SHALL NOT BE COVERED WITH BLINDS OR OTHER VISUAL OBSTRUCTIONS.
10.THE APPLICANT SHALL PROVIDE AN ALTERNATIVE METHOD TO THE METAL GREEN SCREEN TO TREAT THE
WATER/FIRE ROOM EXTERIOR BLANK WALL. THE BLANK WALL TREATMENT MAY INCLUDE BUT IS NOT LIMITED
TO ARTWORK, CLERESTORY GLAZING, AESTHETICALLY IMPROVED DOOR, AND ADDITIONAL ARCHITECTURAL
DETAILING. THE REVISED BLANK WALL TREATMENT SHALL BE SHOWN ON THE ELEVATION PLAN AND
SUBMITTED WITH THE BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT
PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
11.THE APPLICANT SHALL SUBMIT REVISED ELEVATION SHEETS WITH THE BUILDING PERMIT APPLICATION THAT
INCORPORATES AT LEAST ONE (1) ADDITIONAL CLADDING MATERIAL. THE REVISED ELEVATIONS SHALL BE
REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT
APPROVAL.
12.THE APPLICANT SHALL SUBMIT A MATERIALS BOARD PROVIDING SAMPLE MATERIALS AND COLORS FOR THE
BUILDING'S EXTERIOR CLADDING. THE MATERIALS BOARD SHALL BE SUBMITTED WITH THE BUILDING PERMIT
APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT
APPROVAL.
13.THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS WITH THE BUILDING PERMIT APPLICATION THAT
PROVIDES ADDITIONAL SCONCE LIGHTING ALONG THE NORTH STOREFRONT FAÇADE AT INTERVALS
CONSISTENT WITH THE WILLIAMS AVE S FRONTAGE. THE ADDITIONAL LIGHTING SHALL BE REVIEWED AND
APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
14.THE APPLICANT SHALL PROVIDE DETAILS OF OFF-STREET BICYCLE PARKING (EXISTING OR PROPOSED) FOR
REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT
APPROVAL OR REQUEST A FORMAL MODIFICATION FROM THE MINIMUM BICYCLE PARKING REQUIREMENTS
PER RMC 4-9-250D2 PRIOR TO BUILDING PERMIT APPROVAL.
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2018.10.18
16:00:47 -07'00'
R-401202 C18002264
FOUND 1/2"
REBAR/NO CAP
GM C.O.
C.O.
FDC
WM
TVHH
C.O.
SLHH
FDC
6"DEC.
WM
WM
C.O.
TVHH
CURBCUTASPHALT
CURBCUTCONCRETE WALKWM
6"DEC.
6"DEC.
6"DEC.
6"DEC.
6"DEC.
TELHH
CONC. CURB & GUTTERCONC. CURBASPHALT
CONC. WALK9.5' DOOR
8'CLF
ROOF LINECB, TOP=39.03
I.E. 8"CONC(ESE)=37.1
CB, SOLID LID
TOP=39.52
I.E. 8"PVC(N)=36.7
I.E. 8"PVC(S)=36.6
CB, SOLID LID
TOP=39.43
I.E. 8"PVC(N)=35.8
I.E. 8"PVC(S)=35.8
I.E. 8"PVC(W)=35.18
SDMH, TOP=39.34
I.E. 8"PVC(E)=35.2
I.E. 8"PVC(S)=35.1
I.E. 8"PVC(N)=35.1
CB, TOP=38.84
I.E. 8"CONC(W)=37.3
SDMH, TOP=39.36
I.E. 8"CONC(E)=37.4
I.E. 8"PVC(W)=36.9
I.E. 12"CONC(S)=35.3
I.E. 12"CONC(N)=35.1
CB, TOP=39.16
I.E. 8"CONC(E)=36.9
SSMH, TOP=39.89
FULL OF WATER,
PIPES NOT VISIBLE
CTR. CHNL.(N-S)=35.4
18
17
16 ~~
5'5'10'~FF=39.62
FF=40.55
FF=40.50
FF=40.48 WILLIAMS AVE SSPDSDSDSDSDSDSN1° 29' 19.94"E911.755EX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)SSSSSSSSSSSSFIRE FIRE FIRE FIRE
W W W
GAS GAS GAS
SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD
WMAIN ENTRANCE
FF 40.04
SERVICE
ENTRANCE
FF 39.63
WATER/FIRE ROOM
FF 40.21
PUBLIC
ALLEY
WFHUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
W W W W W
W W
W
1+00
1+50
2+00
2+50
SD SD SD SD SD SD
SDSDSDSDSDSDSDSDSDSD1
2
3
4
5
6
8
9
10
11
12
13
7.00'
10.20'
134.0'7
SCALE IN FEET
10 5 0 10 20
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 5:12 PMSITE PLAN C03
3
LEGEND:
CONCRETE SIDEWALK
ASPHALT PAVEMENT
WATER METER VAULT
LANDSCAPETED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSKEY NOTES:
KEY NOTE:DETAIL/
SHEET
EX MERRILL GARDENS BUILDING
TO REMAIN -
PROTECT EX GREASE
INTERCEPTOR TO REMAIN. GREASE
INTERCEPTOR MUST REMAIN IN
SERVICE DURING CONSTRUCTION
-
NEW BOLLARDS (TYP) SUBJECT TO
PSE APPROVAL -
EX BUILDING ENCROACHES IN TO
ALLEY ROW PER SURVEY -
NEW STREETLIGHT (TYP) SEE
STREETLIGHTING PLANS E1.0-E4.0
NEW 2.25' ROW DEDICATION TO
BACK OF SIDEWALK -
NEW STREET TREE W/ GRATE (TYP)
SEE LANDSCAPE PLANS -
NEW BUILDING CANOPY (TYP) SEE
ARCHITECTURAL PLANS -
EX TREE TO BE REMOVED.
SALVAGE EX GRATE TO COR -
NEW BIKE RACK (TYP)-
EX STREET LIGHT TO BE REMOVED
AND REPLACED. SEE
STREETLIGHTING PLANS
E1.0-E4.0
NEW PERIMETER CURB, SEE
LANDSCAPE PLANS -
TRASH/RECYLING RECEPTACLES,
SEE LANDSCAPE PLANS -
1
2
3
4
5
6
7
8
9
10
11
12
13
20.00'14.5'
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2018.10.19
08:53:15 -07'00'
R-401203
DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
FOUND 1/2"
REBAR/NO CAP
GM C.O.
C.O.
FDC
WM
TVHH
C.O.
SLHH
FDC
6"DEC.
WM
WM
C.O.
TVHH
CURBCUTASPHALT
CURBCUTCONCRETE WALKWM
6"DEC.
6"DEC.
6"DEC.
6"DEC.
6"DEC.
TELHH
CONC. CURB & GUTTERCONC. CURBASPHALT
CONC. WALK9.5' DOOR
8'CLF
ROOF LINECB, TOP=39.03
I.E. 8"CONC(ESE)=37.1
CB, SOLID LID
TOP=39.52
I.E. 8"PVC(N)=36.7
I.E. 8"PVC(S)=36.6
CB, SOLID LID
TOP=39.43
I.E. 8"PVC(N)=35.8
I.E. 8"PVC(S)=35.8
I.E. 8"PVC(W)=35.18
SDMH, TOP=39.34
I.E. 8"PVC(E)=35.2
I.E. 8"PVC(S)=35.1
I.E. 8"PVC(N)=35.1
CB, TOP=38.84
I.E. 8"CONC(W)=37.3
SDMH, TOP=39.36
I.E. 8"CONC(E)=37.4
I.E. 8"PVC(W)=36.9
I.E. 12"CONC(S)=35.3
I.E. 12"CONC(N)=35.1
CB, TOP=39.16
I.E. 8"CONC(E)=36.9
SSMH, TOP=39.89
FULL OF WATER,
PIPES NOT VISIBLE
CTR. CHNL.(N-S)=35.4
18
17
16 ~5'5'10'~FF=39.62
FF=40.55
FF=40.50
FF=40.48 WILLIAMS AVE SN1° 29' 19.94"E911.755EX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)X X X X X X X X X X X X X X X X X
HVF HVF HVF HVF HVF HVF HVF HVF HVF HVF HVF HVF HVF X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXHVFHVFHVFHVFHVFHVFHVFHVF HVF
HVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVFHVF1+00
1+50
2+00
2+50
1
2
3
3
4
5
5
6
7
SCALE IN FEET
10 5 0 10 20
KEY NOTES:
KEY NOTE:DETAIL/SH
EET
INSTALL APPROX 430 LF SILT
FENCE OR STRAW WATTLES.
PERIMETER RUNOFF CONTROL
MUST BE PROVIDED AT PROPERTY
BOUNDARIES
EC1/C10,
EC2/C10
(COR STD PLAN
213.40, 214.00)
TEMPORARY CHAIN LINK
CONSTRUCTION FENCING WITH
HIGH VISIBILITY OR PRIVACY
FABRIC PANELS
-
INSTALL TEMPORARY INLET
PROTECTION ON EX SD INLET OR
CLOSEST SD INLET DOWNSTREAM
OF SITE. INLETS SHALL BE
CLEANED OF ANY CONSTRUCTION
DEBRIS AS REQUIRED.
EC4/C11
(COR STD PLAN
216.30)
INSTALL TEMPORARY STABILIZED
CONSTRUCTION ENTRANCE.
CONSTRUCTION ENTRANCE NOT
REQUIRED TO BE INSTALLED IF EX
ASPHALT REMAINS
EC3/C10
(COR STD PLAN
215.10)
EX BUILDING AND PARKING AREA
TO BE DEMOLISHED -
CONTRACTOR TO SWEEP STREET
DAILY OR MORE OFTEN IF
NECESSARY TO REMOVE TRACKED
SEDIMENT
-
EX TREE TO BE REMOVED -
1
2
3
4
5
6
7
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 8:56 AMTESC PLAN C04
4TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSLEGEND:
CONSTRUCTION ENTRANCE
SILT FENCE OR STRAW WATTLES
TEMPORARY CHAIN LINK CONSTRUCTION
FENCING
WINTER GRADING NOTE:
FROM OCTOBER 1 TO APRIL 30, NO SOILS SHALL REMAIN
EXPOSED FOR MORE THAN 2 DAYS. FROM MAY 1 THROUGH
SEPTEMBER 30, NO SOILS HALL REMAIN EXPOSED FOR MORE
THAN 7 DAYS. ADJACENT PROPERTIES SHALL BE PROTECTED
FROM SEDIMENT OR STORMWATER RUNOFF BY VEGETATIVE
BUFFER STRIPS, SEDIMENT BARRIERS, FILTERS, BERMS OR
OTHER SUITABLE METHOD TO ENSURE THEIR PROPERTY IS
NOT DAMAGED
CITY OF RENTON WET SEASON EROSION CONTROL MEASURES
SHALL BE FOLLOWED FROM OCTOBER 1ST TO APRIL 30TH.
GENERAL TESC NOTES AND
RECOMMENDED CONSTRUCTION
SEQUENCE:
SEE SHEET C10
X
HVF
NOTE:
NO DEWATERING IS PROPOSED. NOTIFY GEOTECHNICAL
ENGINEER IF SITE CONDITIONS DIFFER AT TIME OF
CONSTRUCTION.
SEE GEOTECHNICAL RECOMMENDATIONS SUMMARY ON SHEET
C18- PROJECT CONDITIONS.
PERIMETER RUNOFF CONTROL SHALL BE PROVIDED AT
PROPERTY BOUNDARIES.
DUST CONTROL MEASURES SHALL BE IMPLEMENTED AS
NECESSARY.
Digitally signed
by Timothy
Wilson Gabelein
Date:
2018.10.18
16:01:13 -07'00'
SURFACE WATER UTILITY
rstraka 10/25/2018
R-401204
DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
FOUND 1/2"
REBAR/NO CAP
GM C.O.
C.O.
FDC
WM
TVHH
C.O.
SLHH
FDC
6"DEC.
WM
WM
C.O.
TVHH
WM
CURBCUTASPHALT
CURBCUTCONCRETE WALKWM
6"DEC.
6"DEC.
6"DEC.
6"DEC.
6"DEC.
TELHH
CONC. CURB & GUTTERCONC. CURBASPHALT
CONC. WALK9.5' DOOR
8'CLF
ROOF LINECB, TOP=39.03
I.E. 8"CONC(ESE)=37.1
CB, SOLID LID
TOP=39.52
I.E. 8"PVC(N)=36.7
I.E. 8"PVC(S)=36.6
CB, SOLID LID
TOP=39.43
I.E. 8"PVC(N)=35.8
I.E. 8"PVC(S)=35.8
I.E. 8"PVC(W)=35.18
SDMH, TOP=39.34
I.E. 8"PVC(E)=35.2
I.E. 8"PVC(S)=35.1
I.E. 8"PVC(N)=35.1
CB, TOP=38.84
I.E. 8"CONC(W)=37.3
SDMH, TOP=39.36
I.E. 8"CONC(E)=37.4
I.E. 8"PVC(W)=36.9
I.E. 12"CONC(S)=35.3
I.E. 12"CONC(N)=35.1
CB, TOP=39.16
I.E. 8"CONC(E)=36.9
SSMH, TOP=39.89
FULL OF WATER,
PIPES NOT VISIBLE
CTR. CHNL.(N-S)=35.4
18
17
16
EXISTING 5' ALLEY,
REC. NO. 2117471
& 2117484
5' ALLEY, REC.
NO. 2117478
VACATED PER
CITY OF RENTON
ORD. #5370
PARCEL B
3,452 SF
0.08 AC~~50.00'MAG NAIL W/WASHER
STAMPED "LS 33130"
LEAD/TACK W/WASHER
STAMPED "LS 33130"
TACK/LEAD W/WASHER
STAMPED "LS 33130"
LEAD/TACK W/WASHER
STAMPED "LS 33130"
20' RIGHT OF WAY
DEDICATION PER CITY OF RENTON
ORD. #5370
~~N01°29'20"E50.00'N88°23'47"W
120.06'
N88°23'47"W
115.06'N01°29'20"E100.00'N88°23'47"W
10.00'
5'5'10'~FF=39.62
FF=40.55
FF=40.50
FF=40.48
FF=40.46
SEE DETAIL "A"30.00'N88°23'47"W
115.06'WILLIAMS AVE SSPDSDSDSDSDSDSN1° 29' 19.94"E911.755EX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)SSSSSSSSSSSSFIRE FIRE FIRE FIRE
W W W
GAS GAS GAS
SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD
Xref P:\Cli
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FF 40.04
SERVICE
ENTRANCE
FF 39.63
WATER/FIRE ROOM
FF 40.21
PUBLIC
ALLEY
WFHUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
W W W W W
W W
W
1+00
1+50
2+00
2+50
SD SD SD SD SD SD
SDSDSDSDSDSDSDSDSDSDFG 39.65
FG 39.61
EG/FG 39.71
FG 39.72
TOC 39.54
EG FL 39.04
EG FL 39.02
TOC 39.52
EG FL 39.15
TOC 39.65
EG FL 39.30
TOC 39.80
EG FL 39.31
TOC 39.81
EG TOC 39.82
FG 39.98
FG 39.99
FG 39.83
FG 39.70
EG 40.52
EG 40.50
EG 40.48
EG 40.46
FG 40.04
FG 40.21
FG 39.63
TOC 40.50
TOC 40.50
TOC 40.50
TOC 40.50
TOC 40.50
TOC 40.50
FG 39.63
FG 39.51
FG 39.47
FG 39.47
FG 39.47
EG FL 39.10
TOC 39.60
EG FL 39.14
TOC 39.64
FG 39.82
TOC 39.70
FG 39.88
EG FL 39.13
TOC 39.63
FG 39.81
EG 39.00
EG/FG 39.05
FG 39.60
TOC 39.66
EG/FG 39.31
EG/FG 39.45
EG/FG 39.60FG 39.91
EG FL 39.19
EG/FG 39.54
EG/FG 39.42
EG/FG 39.16
FG 40.21
FG 39.65
FG 39.63
FG 39.55
EG FL 39.23
TOC 39.734.0'CURVE DATA TABLE*
RADIUS LENGTH DELTA
10.00 4.34 24.84
PC STA PC OFFSET PC ELEV [FL]
2+10.66 18.30 RT 39.22
1/4 ELEV [FL]1/2 ELEV [FL]3/4 ELEV [FL]
39.25 39.28 39.31
PT STA PT OFFSET PT ELEV [FL]
2+13.74 15.30 RT 39.35
RADIUS LENGTH DELTA
10.00 9.88 56.63
PC STA PC OFFSET PC ELEV [FL]
2+13.74 15.30 RT 39.35
1/4 ELEV [FL]1/2 ELEV [FL]3/4 ELEV [FL]
39.44 39.49 39.53
PT STA PT OFFSET PT ELEV [FL]
2+22.09 10.80 RT 39.56
RADIUS LENGTH DELTA
10.00 9.88 56.63
PC STA PC OFFSET PC ELEV [FL]
2+27.09 10.80 RT 39.58
1/4 ELEV [FL]1/2 ELEV [FL]3/4 ELEV [FL]
39.57 39.55 39.51
PT STA PT OFFSET PT ELEV [FL]
2+35.44 15.30 RT 39.45
RADIUS LENGTH DELTA
10.00 4.34 39.45
PC STA PC OFFSET PC ELEV [FL]
2+35.44 15.30 RT 39.58
1/4 ELEV [FL]1/2 ELEV [FL]3/4 ELEV [FL]
39.42 39.39 39.37
PT STA PT OFFSET PT ELEV [FL]
2+38.53 18.30 RT 39.35
C1
C2
C3
C4
*CURVE STATION AND OFFSET ARE MEASURED AT FACE OF CURB.
ELEVATION IS MEASURED AT THE BOTTOM OF THE FACE OF CURB.
SCALE IN FEET
10 5 0 10 20
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 5:13 PMLEGEND:
CONCRETE SIDEWALK
ASPHALT PAVEMENT
WATER METER VAULT
LANDSCAPE
+ XX.XX SURVEY SPOT ELEVATION
GRADING NOTES:
PARCEL AREA: 79,494 SF (1.83 AC)
PROJECT AREA: 16,372 SF (0.38 AC)
EST CUT/FILL: 1210 CY CUT/305 CY FILL
FILL ORIGIN:TBD BY CONTRACTOR
GRADING PLAN C05
5TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSC1
C2
C3
C4
ALLEY
GRADING AND
PROFILE, SEE
SHEET C08
9.0'
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2018.10.19
08:53:42 -07'00'
R-401205
DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
FOUND 1/2"
REBAR/NO CAP
GM C.O.
C.O.
FDC
WM
TVHH
C.O.
SLHH
FDC
6"DEC.
WM
WM
C.O.
TVHH
CURBCUTASPHALT
CURBCUTCONCRETE WALKWM
6"DEC.
6"DEC.
6"DEC.
6"DEC.
6"DEC.
TELHH
CONC. CURB & GUTTERCONC. CURBCONC. WALK9.5' DOOR
8'CLF
ROOF LINECB, TOP=39.03
I.E. 8"CONC(ESE)=37.1
CB, SOLID LID
TOP=39.52
I.E. 8"PVC(N)=36.7
I.E. 8"PVC(S)=36.6
CB, SOLID LID
TOP=39.43
I.E. 8"PVC(N)=35.8
I.E. 8"PVC(S)=35.8
I.E. 8"PVC(W)=35.18
SDMH, TOP=39.34
I.E. 8"PVC(E)=35.2
I.E. 8"PVC(S)=35.1
I.E. 8"PVC(N)=35.1
CB, TOP=38.84
I.E. 8"CONC(W)=37.3
SDMH, TOP=39.36
I.E. 8"CONC(E)=37.4
I.E. 8"PVC(W)=36.9
I.E. 12"CONC(S)=35.3
I.E. 12"CONC(N)=35.1
CB, TOP=39.16
I.E. 8"CONC(E)=36.9
SSMH, TOP=39.89
FULL OF WATER,
PIPES NOT VISIBLE
CTR. CHNL.(N-S)=35.4
18
17
16 ~~
5'5'10'~FF=39.62
FF=40.55
FF=40.50
FF=40.48 WILLIAMS AVE SSPDSDSDSDSDSDSN1° 29' 19.94"E911.755EX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)SSSSSSSSSSSSFIRE FIRE FIRE FIRE
W W W
GAS GAS GAS
SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD
Xref P:\Clients
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FF 40.04
SERVICE
ENTRANCE
FF 39.63
WATER/FIRE ROOM
FF 40.210+000+501+001+501+75PUBLIC
ALLEY
WFHUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
W W W W W
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W
1+00
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1
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20
13
16
29
23
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17
28
30
31
32
24
25
KJI
E F G H
DCBA
33
334.0'34
34
SCALE IN FEET
10 5 0 10 20
KEY NOTES:
KEY NOTE:DETAIL/
SHEET
PROTECT EX GREASE
INTERCEPTOR, MUST REMAIN IN
SERVICE DURING CONSTRUCTION
-
TRANSFORMER LOCATION,
COORDINATE WITH PSE -
ADJUST EX JBOX TO FINISHED
GRADE. VAULT COVERS SHALL
COMPLY WITH DOWNTOWN
STREETSCAPE STANDARDS. SEE
VAULT COVER NOTES ON SHEET
C09.
COR STD
PLAN 102.1
PROTECT EX JUNCTION BOX AND
ADJUST TO FINISHED GRADE -
UG ELECTRICAL SERVICE TO
TRANSFORMER. ROUTING IS
APPROXIMATE- SEE PSE DRAWING
#101113708
-
EX 1 1/2" WATER SERVICE HAS
BEEN INACTIVE FOR SEVERAL
YEARS PER COR (ACCOUNT NO
000743-000). ABANDON EX SERVICE
AND SALVAGE METER TO COR
-
EX PSE VAULT TO REMAIN -
STREET LIGHTING JUNCTION BOX
AND CONDUIT (TYP)E1.0-E4.0
REMOVE CLEANOUT AND CAP EX
SSS AT BACK OF CURB -
STA 2+12.89,
REPLACE EX SIDE SEWER FROM
CLEANOUT TO BUILDING
CONTRACTOR TO POTHOLE EX SSS
AND NOTIFY ENGINEER IF 2.00%
SLOPE FROM BUILDING PLUMBING
CONNECTION CANNOT BE
MAINTAINED, IF EX PIPE MATERIAL
IS NOT PVC, OR IF DIAMETER IS
LESS THAN 6"
SS1/C14
(COR STD
PLAN 403.1)
RETIRE EX GAS SERVICE AT MAIN,
COORDINATE W/ PSE -
REMOVE EX FIRE SERVICE VAULT
AND INTERIOR PIPING INC. 1"
DOMESTIC SERVICE. RETURN 1"
METER TO CITY
-
FIRE HYDRANT ASSEMBLY
WA2/C12
(COR STD
PLAN 310.1)
ADJUST EX JBOX TO FINISHED
GRADE -
REMOVE EX CLEANOUT -
3" DOMESTIC SERVICE
CONNECTION. REQUIRED DCVA
LOCATED INSIDE BUILDING.
POTHOLE EX GAS MAIN PRIOR TO
TRENCHING FOR WATER SERVICE
AND NOTIFY ENGINEER IF THERE IS
A CONFLICT WITH METER VAULT
WA1/C12,
WA3/C12
(COR STD
PLAN 300.1,
320.4)
6" FIRE SERVICE CONNECTION.
DDCVA LOCATED INSIDE BUILDING
WA5/C13
(COR STD
PLAN 360.5)
STANDPIPE FIRE DEPARTMENT
CONNECTION. 3.0' CLEAR (MIN)
REQUIRED IN ALL DIRECTIONS
-
FIRE LINE POST INDICATOR VALVE
WA5/C13
(COR STD
PLAN 360.5)
1 1
2" IRRIGATION SERVICE TO BE
INSTALLED BY CITY FORCES.
CONTRACTOR SHALL PROVIDE ALL
EXCAVATION AND EXPOSE THE
WATER MAIN AND ALSO DIG THE
TRENCH FOR THE NEW SERVICE
LINE FROM THE MAIN TO THE
METER. DCVA TO BE LOCATED IN
WATER/FIRE ROOM. IRRIGATION
SERVICES WILL IRRIGATE PRIVATE
PROPERTY AND STREET TREES
WA7/C18
(COR STD
PLAN 320.2)
EX STREET LIGHT TO BE REMOVED
AND REPLACED EC1.0-EC4.0
PROTECT EX WATER SERVICE -
STA 2+34.71
NEW GAS SERVICE AND METER,
COORDINATE WITH PSE
-
STA 1+28.18
NEW 6" SSS @ 2.00% MIN SLOPE,
W/ NEW CONNECTION TO MAIN
SS2/C14,
SS3/C14
(COR STD
PLAN 406.2,
406.1)
NEW SSCO #1
RIM TO FINISHED GRADE
SS1/C14
(COR STD
PLAN 403.1)
STREET LIGHTING CONDUIT (TYP)E1.0 - E4.0
NEW SSCO #2
RIM TO FINISHED GRADE
SS1/C14
(COR STD
PLAN 403.1)
±25 LF 6" DI PIPE -
STA 2+20.40, 9.45' LT
12" X 6" TAPPING TEE (MJxFL) 6"
TAPPING VALVE (FLxMJ)
W/ CONC THRUST BLOCK
±25 LF 6" DI PIPE TO HYDRANT
WA1/C12,
WA4/C13
(COR STD
PLAN 300.1,
330.2)
STA 2+26.82, 9.45' LT
12" X 4" TAPPING TEE (MJxFL)
4" TAPPING VALVE (FLxMJ)
W/ CONC THRUST BLOCK
±27 LF DI PIPE TO METER
WA1/C12,
WA4/C13
(COR STD
PLAN 300.1,
330.2)
STA 2+30.29, 9.45' LT
12" X 6" TAPPING TEE (MJxFL) 6"
TAPPING VALVE (FLxMJ)
W/ CONC THRUST BLOCK
±40 LF 6" DI PIPE TO PIV
WA1/C12,
WA4/C13
(COR STD
PLAN 300.1,
330.2)
PLUG EX 6" VALVE WITH 6" PLUG
(MJ) BY CITY FORCES.
CONTRACTOR TO EXCAVATE AND
RESTORE ROADWAY. CAP EX 6"
SERVICE DOWNSTREAM OF VALVE
-
22.5 OR 45 DEG BEND W/ CONC
BLOCKING PER COR STD PLAN
330.2. BEND LOCATION AND ANGLE
TO BE FIELD DETERMINED IN
ORDER TO ACHIEVE CLEARANCE
FROM EX UTILITIES
WA4/C13
WA6/C13
(COR STD
PLAN 330.2,
330.3)
22.5 OR 45 DEG BEND W/ CONC
BLOCKING PER COR STD PLAN
330.3. BEND LOCATION AND ANGLE
TO BE FIELD DETERMINED IN
ORDER TO ACHIEVE CLEARANCE
FROM EX UTILITIES
WA4/C13
WA6/C13
(COR STD
PLAN 330.2,
330.3)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 5:13 PMCOMPOSITE UTILITY PLAN C06
6
LEGEND:
CONCRETE SIDEWALK
ASPHALT PAVEMENT
WATER METER VAULT
LANDSCAPE
UTILITY CROSSING
SEE TABLE THIS SHEETTED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSUTILITY AND RESTORATION
NOTES:
1.PAVEMENT RESTORATION SHALL MEET THE
CITY OF RENTON STANDARD TRENCH AND
STREET OVERLAY STANDARDS.
2.UNDERGROUNDING OF ALL UTILITIES IS
APPLICABLE.
3.MINIMUM VERTICAL SEPARATION BETWEEN
UTILITIES AT CROSSING IS 12 INCHES.
CROSSINGS LESS THAN 12 INCHES REQUIRE
ETHAFOAM BLOCKING.
4.CONTRACTOR TO POTHOLE EX GAS MAINS AT
LOCATION OF PROPOSED STORM DRAIN, SIDE
SEWER AND WATER SERVICE CROSSINGS AND
REPORT TO ENGINEER IF CROSSINGS AS
SHOWN ARE NOT FEASIBLE.
#
CROSSING UTILITY 1
(NEW)
INVERT
ELEV
UTILITY 2
(EX)
INVERT
ELEV
VERTICAL
CLEARANCE (IN)
ETHAFOAM
REQUIRED?
A
12" SD
36.78 2" GAS 35.01 19.2 NO
B 36.75 8" SS 35.82 3.2 YES
C 36.70 12" GAS 34.27 17.2 NO
D 36.67 12" WA 32.65 36.2 NO
E
12" SD
37.05 2" GAS 35.08 21.6 NO
F 36.87 8" SS 35.70 6.1 YES
G 35.89 12" GAS 34.50 4.7 YES
H 35.38 12" WA 32.90 17.7 NO
I
6" WA
37.00 2" GAS 35.08 21.0 NO
J 37.00 8" SS 35.29 12.5 YES
K 37.25 12" GAS 34.50 21.0 NO
ASSUMED COVER: 4 FT (GAS), 5.5 FT (WATER)
CONTRACTOR TO POTHOLE AND VERIFY ALL EX UTILITIES AND REPORT TO ENGINEER IF CONFLICT EXISTS. ETHAFOAM BLOCKING WHERE
VERTICAL CLEARANCE BETWEEN CROSSING UTILITIES IS ≤ 12 INCHES.
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2018.10.19
08:53:53 -07'00'
WASTEWATER UTILITY
dchristen 10/25/2018 WATER UTILITY
Abdoul Gafour 10/25/2018
SURFACE WATER UTILITY
rstraka 10/25/2018
R-401206
W-401201S-401201WTR-27-4012WWP-27-4012DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
FOUND 1/2"
REBAR/NO CAP
GM C.O.
C.O.
FDC
WM
TVHH
C.O.
SLHH
FDC
6"DEC.
WM
WM
C.O.
TVHH
CURBCUTASPHALT
CURBCUTCONCRETE WALKWM
6"DEC.
6"DEC.
6"DEC.
6"DEC.
6"DEC.
TELHH
CONC. CURBASPHALT
CONC. WALK9.5' DOOR
8'CLF
ROOF LINECB, TOP=39.03
I.E. 8"CONC(ESE)=37.1
CB, SOLID LID
TOP=39.52
I.E. 8"PVC(N)=36.7
I.E. 8"PVC(S)=36.6
CB, SOLID LID
TOP=39.43
I.E. 8"PVC(N)=35.8
I.E. 8"PVC(S)=35.8
I.E. 8"PVC(W)=35.18
SDMH, TOP=39.34
I.E. 8"PVC(E)=35.2
I.E. 8"PVC(S)=35.1
I.E. 8"PVC(N)=35.1
CB, TOP=38.84
I.E. 8"CONC(W)=37.3
SDMH, TOP=39.36
I.E. 8"CONC(E)=37.4
I.E. 8"PVC(W)=36.9
I.E. 12"CONC(S)=35.3
I.E. 12"CONC(N)=35.1
CB, TOP=39.16
I.E. 8"CONC(E)=36.9
SSMH, TOP=39.89
FULL OF WATER,
PIPES NOT VISIBLE
CTR. CHNL.(N-S)=35.4
18
17
16
MAG NAIL W/WASHER
STAMPED "LS 33130"
LEAD/TACK W/WASHER
STAMPED "LS 33130"
TACK/LEAD W/WASHER
STAMPED "LS 33130"
LEAD/TACK W/WASHER
STAMPED "LS 33130"~~
5'5'10'~FF=39.62
FF=40.55
FF=40.50
FF=40.48 WILLIAMS AVE SSPDSDSDSDSDSDSN1° 29' 19.94"E911.755EX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)SSSSSSSSSSSSFIRE FIRE FIRE FIRE
W W W
GAS GAS GAS
SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD
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FF 40.04
SERVICE
ENTRANCE
FF 39.63
WATER/FIRE ROOM
FF 40.21
DRN DRN
DRNDRNDRNDRNDRNDRNDRNDRN DRN DRN DRN DRN DRN DRN DRN DRN DRN DRN DRN DRN DRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNWFHUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
W W W W W
W W
W
1+00
1+50
2+00
2+50
SD SD SD SD SD SD
SDSDSDSDSDSDSDSDSDSD1
2
3
10
5
6 7
8
9
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144.0'15
16
17
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 5:13 PMSCALE IN FEET
10 5 0 10 20
KEY NOTES:
KEY NOTE:DETAIL/
SHEET
NEW CB #1 (PUBLIC)- TYPE 1 CB W/
FRAME AND VANED GRATE PER
RIM ELEV 39.30
12" IE (E) 37.30
SD1/C17
(COR STD
PLAN
200.00)
70 LF 12" DI SD @ 0.5% (PUBLIC)-
NEW CB #3 (PUBLIC)- TYPE 1 CB W/
SOLID LID PER
RIM ±39.10
12" IE (W) 36.66 (NEW)
8" IE (S) 35.10
8" IE (N) 35.10
SD1/C17
(COR STD
PLAN
200.00)
NOT USED -
10" BUILDING STORM DRAIN POINT
OF CONNECTION. SEE PLUMBING
PLANS FOR INTERIOR DOWNSPOUT
ROUTING
-
46 LF 12" DI SD @ 2.00% MIN SLOPE
(PRIVATE)-
CONNECT TO EX TYPE 1 CB
RIM 39.34
12" IE (W) 35.3 (NEW)
8" IE (E) 35.2
8" IE (N) 35.1
8" IE (S) 35.1
-
PROTECT EX CB -
4" DIA PERFORATED PVC PIPE
FOOTING DRAIN, EMBEDDED IN 12"
MIN WIDE ZONE OF CLEAN,
WASHED GRAVEL AND WRAPPED IN
NON-WOVEN GEOTEXTILE FABRIC
4" IE ±38.00
-
NEW CB #4 (PRIVATE) - NYOPLAST
PVC CB OR APPROVED EQUAL
DRAINAGE STRUCTURE
RIM ELEV 39.75
4" IE (N) 37.47 (FTG DRN)
4" IE (S) 37.47 (FTG DRN)
10" IE (W) 36.30
8" IE (S) 36.30
12" IE (E) 36.20
2.0' MIN SUMP FOR SEDIMENTATION
REQUIRED
SD3/C17
INSTALL CAP ON 4" DIA FOOTING
DRAIN -
NEW CB #2 (PUBLIC)- TYPE 1 CB W/
FRAME AND VANED GRATE
RIM ELEV 39.65
12" IE (W) 36.95
12" IE (E) 36.90
SD1/C17
(COR STD
PLAN
200.00)
48 LF 12" DI SD @ 0.5% (PUBLIC)-
8" PVC SD @ 2.0% MIN SLOPE
(PRIVATE)-
4" X 8" WYE AT DOWNSPOUT
CONNECTION (TYP)-
SEE SHEET C06 FOR UTILITY
CROSSING INFO (TYP)-
NEW SDCO #1
RIM TO FINISHED GRADE
SD2/C17
(COR STD
PLAN
226.00)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
DRAINAGE PLAN C07
7
LEGEND:
CONCRETE SIDEWALK
ASPHALT PAVEMENT
WATER METER VAULT
LANDSCAPETED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSSTORMWATER CODE NOTES:
1.NO BMPS ARE FEASIBLE. NONE PROVIDED.
2.SITE IS LOCATED IN ZONE 1 OF THE AQUIFER PROTECTION
AREA.
3.PROJECT IS VESTED TO THE 2017 CITY OF RENTON SURFACE
WATER DESIGN MANUAL.
4.APPLICABLE FLOW CONTROL STANDARD: PEAK RATE FLOW
CONTROL (MATCHING THE EXISTING 2-YEAR, 10-YEAR AND
100-YEAR PEAK RUNOFF RATE). PROJECT RESULTS IN A NET
REDUCTION OF IMPERVIOUS SURFACES AND THEREFORE
COMPLIES WITH THE PEAK RATE FLOW CONTROL STANDARD
AND THEREFORE A FLOW CONTROL FACILITY IS NOT
REQUIRED.
5.THIS PROJECT IS EXEMPT FROM WATER QUALITY TREATMENT
BECAUSE LESS THAN 5,000 SF OF NEW/REPLACED
POLLUTION-GENERATING IMPERVIOUS SURFACE AND LESS
THAN 3/4 AC NEW POLLUTION-GENERATING PERVIOUS
SURFACE IS PROPOSED.
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2018.10.19
08:54:02 -
07'00'
SURFACE WATER UTILITY
rstraka 10/25/2018
R-401207
DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
GM C.O.
C.O.
FDC
WM
WM
C.O.
TVHH
WM
CURBCUTASPHALT
6"DEC.
6"DEC.
6"DEC.
CB, TOP=39.03
I.E. 8"CONC(ESE)=37.1
CB, SOLID LID
TOP=39.52
I.E. 8"PVC(N)=36.7
I.E. 8"PVC(S)=36.6
CB, SOLID LID
TOP=39.43
I.E. 8"PVC(N)=35.8
I.E. 8"PVC(S)=35.8
I.E. 8"PVC(W)=35.18
SDMH, TOP=39.34
I.E. 8"PVC(E)=35.2
I.E. 8"PVC(S)=35.1
I.E. 8"PVC(N)=35.1
18
MAG NAIL W/WASHER
STAMPED "LS 33130"
LEAD/TACK W/WASHER
STAMPED "LS 33130"~~
5'5'10'~FF=39.62
FF=40.55 FF=40.48 WILLIAMS AVE SDSDSEX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)SSSSSSSSSSD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD
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SERVICE
ENTRANCE
FF 39.63
DRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNPUBLIC
ALLEY
UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
1+00
1+50
SD SD SD SD SD SD
EG/FG 39.51 EG/FG 39.35
EG/FG 39.67 EG/FG 39.83
EG 39.68
EG/FG 39.96
FG 39.81
EG 39.54
EG 38.97
EG/FG 38.99
EG/FG 38.98
EG/FG 39.13
FG 39.50
EG/FG 39.52
EG/FG 39.44
FG 39.47 FG 39.80 FG 39.99
TOC 39.05
EG/FG 39.03
FG 39.77
EG/FG 39.76
EG/FG 39.52
EG/FG 39.46EG/FG 39.50
EG/FG 39.00
EG/FG 39.08
FG 39.58
FG 39.74
EG/FG 39.61
FG 39.11
EG/FG 39.78
FG 39.66
TOC 39.53
EG/FG 39.03
EG/FG 39.63
TOC 39.96
FG 39.71 EG/FG 38.98
EG/FG 38.98
EG/FG 39.77
EG/FG 39.74EG/FG 39.60
FG 39.78
RIM 39.65
RIM 39.30
8.0' @ 1.5%
MAX (TYP)SDSDSDSDFG 39.63FG 39.63
EG/FG 38.97
4.0'20
30
40
50
60
20
30
40
50
60
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80
NEW CB #1 (PUBLIC)- TYPE CB
W/ FRAME AND VANED GRATE
PER COR STD PLAN 200.00
RIM ELEV 39.30
12" IE (E) 37.30
70 LF 12" DI SD @ 0.5% (PUBLIC)
EG @ CL OF ALLEY ROWCL OFWILLIAMSAVE SNEW CB #2 (PUBLIC)- TYPE 1 CB
W/ FRAME AND VANED GRATE
PER COR STD PLAN 200.00
RIM ELEV 39.65
12" IE (W) 36.95
12" IE (E) 36.90
NEW CB #3 (PUBLIC)- TYPE 1 CB
W/ SOLID LID PER COR STD
PLAN 200.00
RIM ±39.10
12" IE (W) 36.66
8" IE (S) 35.10
8" IE (N) 35.1FG @ CL OF ALLEY
11% MAX SLOPE
(DRIVEWAY APRON)
EX 2" GAS IE 35.01
EX 8" SS IE 35.82
48 LF 12" DI SD @ 0.50% (PUBLIC)
EX 12" GAS IE ±34.27
EX 12" WA IE ±32.65
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 8:57 AMSCALE IN FEET
10 5 0 10 20
DRAINAGE PROFILE C08
8
LEGEND:
CONCRETE SIDEWALK
ASPHALT PAVEMENT
WATER METER VAULT
LANDSCAPETED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIS T E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSNOTES:
SEE SHEET C06 FOR UTILITY
CROSSING INFORMATION.
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2018.10.18
16:01:55 -07'00'
SURFACE WATER UTILITY
rstraka 10/25/2018
R-401208
DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
FOUND 1/2"
REBAR/NO CAP
GM C.O.
C.O.
FDC
WM
TVHH
C.O.
SLHH
FDC
6"DEC.
WM
WM
C.O.
TVHH
CURBCUTASPHALT
CURBCUTCONCRETE WALKCONCRETE WALKWM
6"DEC.
6"DEC.
6"DEC.
6"DEC.
6"DEC.
TELHH
CONC. CURB & GUTTERCONC. CURBASPHALT
CONC. WALK9.5' DOOR
8'CLF
ROOF LINECB, TOP=39.03
I.E. 8"CONC(ESE)=37.1
CB, SOLID LID
TOP=39.52
I.E. 8"PVC(N)=36.7
I.E. 8"PVC(S)=36.6
CB, SOLID LID
TOP=39.43
I.E. 8"PVC(N)=35.8
I.E. 8"PVC(S)=35.8
I.E. 8"PVC(W)=35.18
SDMH, TOP=39.34
I.E. 8"PVC(E)=35.2
I.E. 8"PVC(S)=35.1
I.E. 8"PVC(N)=35.1
CB, TOP=38.84
I.E. 8"CONC(W)=37.3
SDMH, TOP=39.36
I.E. 8"CONC(E)=37.4
I.E. 8"PVC(W)=36.9
I.E. 12"CONC(S)=35.3
I.E. 12"CONC(N)=35.1
CB, TOP=39.16
I.E. 8"CONC(E)=36.9
SSMH, TOP=39.89
FULL OF WATER,
PIPES NOT VISIBLE
CTR. CHNL.(N-S)=35.4
18
17
16 ~~
5'5'10'~FF=39.62
FF=40.55
FF=40.50
FF=40.48
FF=40.46
SEE DETAIL "A"WILLIAMS AVE SSPDSDSDSDSDSDSN1° 29' 19.94"E911.755EX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)SSSSSSSSSSSSFIRE FIRE FIRE FIRE
W W W
GAS GAS GAS
SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD
WMAIN ENTRANCE
FF 40.04
SERVICE
ENTRANCE
FF 39.63
WATER/FIRE ROOM
FF 40.21
PUBLIC
ALLEY
WFHUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
W W W W W
W W
W
1+00
1+50
2+00
2+50
SD SD SD SD SD SD
SDSDSDSDSDSDSDSDSDSD4.0'℄
32.25'
(NEW ROW)
8.0'
6" CURB
2.25'
6" CRUSHED SURFACING TOP COURSE
(9-03.9(3)) PER WSDOT STD SPECIFICATIONS,
COMPACTED TO 95% MODIFIED PROCTOR
(OR MATCH EX DEPTH IF GREATER)
ROW
DEDICATION
SIDEWALK
4.0'
TREE GRATE
OR SIDEWALK
30.0'
(EX ROW)
9.0'
PARKING LANE
11.0'
TRAVEL LANE
8" HMA CL 1/2" PG 64-22
(OR MATCH EX DEPTH IF GREATER)
CONCRETE SIDEWALK
RD2/C15
(COR STD PLAN 102)
CURB AND GUTTER
RD1/C15
(COR STD PLAN 101)
SCALE IN FEET
10 5 0 10 20
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 5:13 PMTRANSPORTATION PLAN C09
9
LEGEND:
CONCRETE SIDEWALK
ASPHALT PAVEMENT
WATER METER VAULT
LANDSCAPETED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
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L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSKEY NOTES:
KEY NOTE:DETAIL/
SHEET
SAWCUT EX ASPHALT PAVEMENT AND APPLY TACK
COAT AT EDGE AND SURFACE SEALANT AT JOINT
RD6/C16,
RD7/C18
(COR STD
PLAN 110,
110.1)
ADJUST EX UTILITY STRUCTURES TO FINISHED
GRADE (TYP) ALL UTILITY STRUCTURES IN
SIDEWALK MUST HAVE A SLIP-RESISTANT LID. SEE
VAULT COVER NOTES THIS SHEET
RD4/C16
(COR STD
PLAN 104)
NEW 14' WIDE DRIVEWAY TYPE C2B ALLEY
ENTRANCE
RD5/C16
(COR STD
PLAN 104.2)
TRENCHING LIMITS (TYP)
RD6/C16
(COR STD
PLAN 110),
RD7/C18
(COR STD
PLAN 110.1)
NEW 12' WIDE CONCRETE SIDEWALK WITH 2' X 2'
ARCHITECTURAL SCORE JOINT, MEDIUM-LIGHT
SANDBLAST FINISH (TYP). SEE LANDSCAPE PLANS
FOR SCORING PATTERN. SCORING PATTERN MUST
ALIGN WITH SIDEWALK AND CURB JOINTS.
SIDEWALK PAVING FINISH TO MATCH THE CITY'S
APPROVED SAMPLE. COORDINATE WITH CITY TO
VIEW SAMPLE.
RD2/C15
(MODIFIED
COR STD
PLAN 102)
NEW 6" CEMENT CONCRETE TRAFFIC CURB AND
GUTTER
RD1/C15
(COR STD
PLAN 101)
REPLACE EX SIDEWALK TO NEAREST JOINT (TYP)
RD2/C15
(COR STD
PLAN 102)
REPLACE EX RAISED CENTERLINE LANE MARKINGS
IN-KIND (TYP) (NOT SURVEYED)-
1
2
3
4
5
6
7
8
VAULT COVER NOTES:
VAULT COVERS SHALL BE AS FOLLOWS:
-CITY WATER: ARMOCAST POLYMER CONCRETE
COVER WITH NON-SKID SURFACE
-CITY STREETLIGHT AND IRRIGATION: FOG TITE, INC.
CITY OF SEATTLE TYPE 1 HH NON-SKID GALV COVER
-PRIVATE UTILITY (ELECTRICAL, COMMUNICATIONS
AND OTHERS): MATCH FINISH OF FOG TITE INC.
COVER ABOVE. ALL VAULT COVERS SHALL MATCH
COLOR OF SIDEWALK.
C09
A
A
C09BB
1
2
3
4
5
6
7
C09
A-A
10.0'10.0'
±3.0%±3.0%
6" CRUSHED SURFACING TOP
COURSE (9-03.9(3)) PER WSDOT
STD SPECIFICATIONS, COMPACTED
TO 95% MODIFIED PROCTOR (OR
MATCH EX DEPTH IF GREATER)
4" HMA CL 1/2"
PG 64-22
(OR MATCH EX
IF GREATER)
COMPACTED
SUBGRADE
TYPICAL ALLEY CROSS SECTION
NTS
C09
B-BTYPICAL ROAD CROSS SECTION - WILLIAMS AVE S
NTS
CL
7
8
PAVEMENT & CHANNELIZATION
RESTORATION NOTES:
1.CHANNELIZATION MATCHING THE EXISTING FIELD
CONDITIONS SHALL BE PROVIDED BY THE MERRILL
GARDENS PROJECT UNLESS THE CITY OF RENTON
WILLIAMS AVE S PROJECT INSTALLS REVISED
CHANNELIZATION PRIOR TO MERRILL GARDENS
PROJECT COMPLETION. IF THE CITY PROJECT HAS
BEEN COMPLETED, THE MERRILL GARDENS
PROJECT SHALL REPLACE THE NEW WILLIAMS AVE S
CHANNELIZATION IN-KIND.
2.THE MINIMUM REQUIRED PAVEMENT RESTORATION
IS A HALF-STREET WIDTH GRIND AND OVERLAY (AS
SHOWN ON THIS PLAN). A FULL STREET WIDTH
GRIND AND OVERLAY MAY BE REQUIRED BASED ON
THE CITY OF RENTON INSPECTOR'S ASSESSMENT
OF FIELD CONDITIONS PRIOR TO RESTORATION.
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2018.10.19
08:54:13 -07'00'
T-401201TRO-41-4012DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 8:57 AMCITY DETAILS- TESC C10
10TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSSTRAW WATTLES
NOT TO SCALE C04
EC1 SILT FENCE
NOT TO SCALE C04
EC2 STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE C04
EC3
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2018.10.18
16:02:14 -07'00'
SURFACE WATER UTILITY
rstraka 10/25/2018
R-401209
DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 8:57 AMCITY DETAILS- TESC (CONT.)C11
11TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSCATCH BASIN FILTER
NOT TO SCALE C04
EC4
RECOMMENDED CONSTRUCTION
SEQUENCE:
1.PRE-CONSTRUCTION MEETING.
2.POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC SUPERVISOR (MAY
BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
3.FLAG OR FENCE CLEARING LIMITS.
4.INSTALL CATCH BASIN PROTECTION AND STORMWATER BMP AREA PROTECTION
AS REQUIRED.
5.GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6.INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7.CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE
DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT
DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN ANTICIPATION OF
SCHEDULED CONSTRUCTION ACTIVITY (E.G., CONCRETE-RELATED PH
MEASURES FOR UTILITY, VAULT OR ROADWAY CONSTRUCTION)
8.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF
THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S
RECOMMENDATIONS.
9.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO
THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL
AND POLLUTION PREVENTION IS ALWAYS IN ACCORDANCE WITH THE CITY'S
EROSION AND SEDIMENT CONTROL STANDARDS.
10.COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS
DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH
STRAW, WOOD FIBER MULCH, COMPOST, OR EQUIVALENT.
11.STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
12.SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
13.UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE
STABILIZED AND BMPS REMOVED IF APPROPRIATE.
CITY OF RENTON STANDARD
EROSION CONTROL NOTES:
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON,
PUBLIC WORKS DESIGN ENGINEER.
2.ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND
OBSERVED DURING CONSTRUCTION.
3.ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE
CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR
CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER
THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES
SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT
CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE
EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT
AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE
THE RESPONSIBILITY OF THE PERMITEE.
4.THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS
DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET
ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND
UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL
ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES
WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE
PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE
OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW
CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE
ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE
NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE
RECEIVING DRAINAGE SYSTEM.
5.APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT
DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR
LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
6.DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL
PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT
ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED
BY MULCH, SODDING OR PLASTIC COVERING.
7.IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO
FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL
DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS
PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE
TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY
DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING
MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE,
BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT
APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD.
8.FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD
STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM
HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES.
9.A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8
INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF
VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE.
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2018.10.18
16:02:23 -07'00'
SURFACE WATER UTILITY
rstraka 10/25/2018
R-401210
DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 8:57 AMCITY DETAILS- WATER C12
12TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSCONNECTION TO WATER MAIN
WITH TAPPING TEE & VALVE
NOT TO SCALE C06
WA1 FIRE HYDRANT ASSEMBLY
NOT TO SCALE C06
WA2
3", 4" & 6" COMPOUND DOMESTIC
WATER METER ASSEMBLY
NOT TO SCALE C06
WA3
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2018.10.18
16:02:33 -07'00'
WATER UTILITY
Abdoul Gafour 10/25/2018
W-401202WTR-27-4012DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 8:57 AMCITY DETAILS- WATER (CONT.)C13
13TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSCONCRETE BLOCKING FOR HORIZONTAL
AND DOWNWARD VERTICAL BENDS
NOT TO SCALE C06
WA4
CONCRETE BLOCKING FOR
VERTICAL FITTINGS
NOT TO SCALE C06
WA6
INSIDE BUILDING INSTALL FOR 3" AND LARGER
DETECTOR DOUBLE CHECK VALVE ASSEMBLY
NOT TO SCALE C06
WA5
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2018.10.18
16:02:43 -07'00'
WATER UTILITY
Abdoul Gafour 10/25/2018
R-401202W-401203WTR-27-4012DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 8:57 AMCITY DETAILS- SEWER C14
14TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENS8" OR 6" CLEANOUT
FOR SANITARY SEWER MAIN
NOT TO SCALE C06
SS1
TYPICAL BUILDING SEWER FROM PROPERTY
LINE TO BULDING CONNECTION
NOT TO SCALE C06
SS2 STANDARD SIDE SEWER INSTALLATION
NOT TO SCALE C06
SS3
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2018.10.18
16:02:55 -07'00'
WASTEWATER UTILITY
dchristen 10/25/2018
S-401202WWP-27-4012DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 8:57 AMCITY DETAILS- ROADWAY C15
15TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSCEMENT CONCRETE CURBS
NOT TO SCALE C09
RD1 MODIFIED CEMENT CONCRETE SIDEWALK
NOT TO SCALE C09
RD2 CURB AND GUTTER REPLACEMENT DETAIL
NOT TO SCALE C09
RD3
NOTES:
CONTRACTION AND EXPANSION JOINTS
MUST ALIGN WITH THE 2.0' X 2.0'
SIDEWALK SCORING PATTERN SHOWN
ON THE LANDSCAPE PLANCE. JOINT
SPACING IN THIS STANDARD DETAIL HAS
BEEN MODIFIED ACCORDINGLY.
4' - 0"
4' - 0"
4' - 0"
4' - 0"
8' - 0"
MODIFIED
MODIFIED
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2018.10.18
16:03:07 -07'00'
R-401211
DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 8:58 AMCITY DETAILS- ROADWAY (CONT.)C16
16TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSUTILITY PLACEMENT IN CONCRETE SIDEWALK
NOT TO SCALE C09
RD4
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPE C2B - NOTES AND DETAILS
NOT TO SCALE C09
RD5
TYPICAL TRANSVERSE PATCH FOR
FLEXIBLE PAVEMENT
NOT TO SCALE C09
RD6
MODIFIED
MODIFIED
PROVIDE CONSISTENT LONGITUDINAL SLOPE 1.5%1.5%1.5%Digitally signed
by Timothy
Wilson
Gabelein
Date:
2018.10.18
16:03:21 -07'00'
R-401212
DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 8:58 AMCITY DETAILS- STORM DRAIN C17
17TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSCATCH BASIN TYPE 1
NOT TO SCALE C07
SD1 STORMWATER FACILITY CLEANOUT
NOT TO SCALE C07
SD2 NYOPLAST PVC CATCH BASIN (CB #4- PRIVATE)
NOT TO SCALE C07
SD3
Digitally signed
by Timothy
Wilson Gabelein
Date:
2018.10.18
16:03:32 -07'00'
SURFACE WATER UTILITY
rstraka 10/25/2018
R-401202
DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 10/18/2018 8:58 AMCITY DETAILS - MISC C18
18TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 10/18/18
PROF
E
S
SIONA L E N G INEERR
EGIS T E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSTYPICAL LONGITUDINAL PATCH FOR FLEXIBLE
PAVEMENT OR RIGID PAVEMENT WITH OVERLAY
NOT TO SCALE C09
RD7
1 1/2" AND 2" WATER SERVICE
LOCATED IN PLANTING STRIP
NOT TO SCALE C06
WA7
Digitally signed
by Timothy
Wilson Gabelein
Date:
2018.10.18
16:03:43 -07'00'
R-401202
DEVELOPMENT ENGINEERING
rnair 10/25/2018 C18002264
#4012 MERRILL GARDENS MERRILL GARDENSPR17-000638LUA17-000827C16-002264C18002264
#4012 MERRILL GARDENS MERRILL GARDENSLUA17-000827PR17-000638C16-00226434 C18002264
#4012 MERRILL GARDENS MERRILL GARDENSLUA17-000827PR17-000638C16-00226434 C18002264
WILLIAMS AVE. S.
BURNETT AVE. S.S. TOBIN ST.ALLEY
TREE RETENTION / LAND CLEARING PLAN
1"=30' 1
NORTH
60'30'0
WILLIAMS AVE STED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057RJF, VW
VW
RJF
RJF
AS NOTED 10/17/18
34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSTREE RETENTION /
LAND CLEARING PLAN
BURNETT AVE S
S TOBIN STPROPOSED
BUILDING
ADDITION
PRUNUS CERASIFERA STREET TREES
ALONG BURNETT AVE S AND PLANTING
STRIP TO BE RETAINED
(OFF PROPERTY SITE)
NON-SIGNIFICANT SMALL PRUNUS OR
PYRUS SP. TREES, BOXWOOD AND
BARBERRY SHRUBS TO BE REMOVED
EXISTING PYRUS CALLERYANA STREET
TREE ALONG WILLIAMS AVE S TO BE
REMOVED (OFF PROPERTY SITE).
EXISTING TREE GRATE TO BE SALVAGED
AND RETURNED TO THE CITY.
CERCIDIPHYLLUM JAPONICUM STREET
TREES ALONG S TOBIN ST AND
PLANTING STRIP TO BE RETAINED
(OFF PROPERTY SITE)
CURRENT PLANNING
Matt Herrera [10/25/2018]
R-401202 C18002264
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREFIREWWWWWWWWWWWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASSSSSS
S SSSSS
S SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDGAS GAS
GASGASW W WWWWWWWWFHUGP UGP UGP
UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP UGPWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SDSDSD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD0+00
0+50
1+00
1+50SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDROOM
104
1699 SF
COMMUNITY
CENTER
103
1131 SF
FITNESS
MULTIPURPOSE
112
1195 SF
ROOM
107
1444 SF
COMMUNITY
RM.
108
ELEV. MACH
STOR.
106
THEATER
115
1057 SF
LAUNDRY
117
COMMERCIALLOUNGE
118
534 SF
STAFF
ROOM
111
177 GSF
ELECTRICAL
BISTRO/DINING
121
EXPANDED
TRASH ROOM
109
271 SF
ROOM
102
528 GSF
WATER/FIRE
HSKPG.
105
VESTIBULE
100
STAIR B
191
STAIR A
190
CORRIDOR
101
CORRIDOR
110
SERVICE
RESTROOM
113
RESTROOM
114
CORRIDOR
122
STORAGE
124
STAFF RR
120
HVAC
112A
HVAC
115C
HVAC
115D
HVAC
103A
SP
SP
HVAC
104A
DS
MDF
125
GENERATOR
126
STANDBY
111B
DS DS DS DS
DS
R2'-0"6'-534"10'-2"16'-1112"59'-814"
39'-4"2'-6"46'-8"
26'-1"7'-0"GROUND LEVEL LANDSCAPE PLAN
1"=10' 1
NORTH
20'10'0
WILLIAMS AVE S
GENERAL NOTES
1.SEE L0.00 SHEET FOR TREE RETENTION / LAND CLEARING PLAN.
2.SEE L1.00 SHEET SERIES FOR ADDITIONAL PLANS AND INFORMATION.
3.SEE L2.00 SHEET SERIES FOR SCHEDULES, NOTES AND DETAILS.
4.ALL PLANTING IN PUBLIC R.O.W. SHALL BE PER CITY OF RENTON
STANDARD PLANS AND SPECIFICATIONS.
5.ALL PLANTING AREAS TO RECEIVE IRRIGATION SYSTEM THAT
INCLUDES TRADITIONAL IRRIGATION HEADS AND/OR DRIP
IRRIGATION, SLEEVIING, LATERALS, CONTROL VALVES, GATE VALVES
AND QUICK COUPLERS.
6.MASTER CONTROLLER TO BE LOCATED IN BUILDING DURING
CONSTRUCTION DOCUMENT PHASE.
NEW STREET TREE IN 4' X 8' TREE WELL (MIN. 2' DEEP)
W/ TREE GRATE PER CITY OF RENTON STANDARDS,
TYP.; SEE L2.00 SITE ELEMENTS LEGEND
BIKE RACKS PER CITY OF
RENTON STANDARDS, TYP.
SIDEWALK SHALL BE MEDIUM LIGHT SANDBLAST FINISHED WITH 0.5" DEEP,
2'x2' SAWCUT SCORE JOINTS. CONSTRUCT 4'x4' MOCKUPS AS REQ. TO
OBTAIN COR APPROVAL OF SANDBLAST FINISH AND SCORING PRIOR TO
CONSTRUCTING PERMANENT WALK. SEE SPEC SHEET, SHEET C_
·BLAST MEDIUM - 0360 SILICON CARBIDE
·AIR PRESSURE - 100-110 SI
·HOSE DIA - 1"
·HOSE LENGTH - BETWEEN 50' MIN. - 100' MAX.
·SPRAY NOZZLE - #5
·APPROXIMATE DISTANCE FROM NOZZLE TO BLASTING SURFACE - 1"-2"
·SPRAY DURATION - 5-10 SECONDS
·SPRAY PATTERN - CONSTANT CIRCULAR OVERLAPPING MOTION
·SURFACE PREPARATION - CLEAN AND DRYTED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057RJF, VW
VW
RJF
RJF
AS NOTED 10/17/18
34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSGROUND LEVEL LANDSCAPE PLAN
PLANTING AT GRADE WITH
SHRUBS & GROUNDCOVER, TYP.
RAISED INDEPENDENT ROUND
PLANTERS AT ENTRANCE
PLANTING AT GRADE WITH
SHRUBS & GROUNDCOVER, TYP.
ADJACENT BUILDINGPROPOSED 6" WIDE CONCRETE
CURB FOR GRADE RETENTION
CANOPY ABOVE, TYP.
NEW STREET TREE IN 4' X 8' TREE WELL (MIN. 2' DEEP) W/ ROOT BARRIERS & TREE
GRATE PER CITY OF RENTON STANDARDS, TYP.
VERIFY IN FIELD THE LOCATION OF ADJACENT POWER VAULTS; IN THE EVENT OF
CONFLICT WITH 4' X 8' TREE GRATE, CONTACT CURRENT PLANNING PROJECT
MANAGER FOR ALTERNATIVE.
WASTE AND RECYCLING RECEPTACLES PER CITY OF RENTON STANDARDS,
SEE SCHEDULE ON SHEET L2.00
SEE LIGHTING PLANS
FOR STREET LIGHTS
CURRENT PLANNING
Matt Herrera [10/25/2018]
R-401202 C18002264
UGP UGP UGP
UGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGP UGP0+00
0+50
1+00
SP
SP
DS
DS DS DS DS
DS
C
R
P.O.C.
GROUND LEVEL IRRIGATION PLAN
1"=10' 1
NORTH
20'10'0
GENERAL NOTES
1.SEE L0.00 SHEET FOR TREE RETENTION / LAND CLEARING PLAN.
2.SEE L1.00 SHEET SERIES FOR ADDITIONAL PLANS AND INFORMATION.
3.SEE L2.00 SHEET SERIES FOR SCHEDULES, NOTES AND DETAILS.
4.ALL PLANTING IN PUBLIC R.O.W. SHALL BE PER CITY OF RENTON
STANDARD PLANS AND SPECIFICATIONS.
5.ALL PLANTING AREAS TO RECEIVE IRRIGATION SYSTEM THAT
INCLUDES TRADITIONAL IRRIGATION HEADS AND/OR DRIP
IRRIGATION, SLEEVIING, LATERALS, CONTROL VALVES, GATE VALVES
AND QUICK COUPLERS.
6.MASTER CONTROLLER TO BE LOCATED IN BUILDING DURING
CONSTRUCTION DOCUMENT PHASE.TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057RJF, VW
VW
RJF
RJF
AS NOTED 10/17/18
34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSGROUND LEVEL IRRIGATION PLAN
ADJACENT BUILDING
PROVIDE 1" STUB OUT
FOR IRRIGATION POINT OF
CONNECTION
IRRIGATION POINT OF CONNECTION
LOCATED IN WATER/FIRE ROOM -
SHOWN DIAGRAMMATICALLY FOR
GRAPHICAL CLARITY
IRRIGATION CONTROLLER LOCATED IN
WATER/FIRE ROOM
RAIN SENSOR MOUNTED TO SIDE OF
BUILDING ABOVE CANOPY, CLEAR OF
ANY OVERHEAD OBSTRUCTIONS
CONNECT IRRIGATION TO HANGING
BASKETS ON PEDESTRIAN LUMINAIRE
PER CITY OF RENTON PUBLIC WORKS
DEPARTMENT STANDARD PLAN 117.5
CURRENT PLANNING
Matt Herrera [10/25/2018]
R-401202 C18002264
Rainbird 1806 SAM PRS
8-series
Rainbird 1806 SAM PRS
5-series
Item Symbol PSI Rad. (Ft.)GPM
30
30
30
30
30
30
30
5
5
5
Irrigation Schedule
1.05
0.52
0.35
0.26
8
8
8
8
0.41
0.20
0.10
Point of Connection (P.O.C)
Automatic Valve
Gate Valve
Quick Coupler
See Specifications
See Specifications
See Specifications
See Specifications
Lateral Lines
Main-Line
Sleeving
See Specifications
See Specifications
See Specifications
Rainbird Landscape Drip
Controller See Specifications;
located indoors, wall
mounted
C
Rainbird Rain Sensor See SpecificationsR
Rainbird 1806 SAM PRS
10-series
30
30
30
30
1.58
0.79
0.53
0.39
10
10
10
10
Rainbird 15EST strip-series
Rainbird 15CST strip-series
30 0.614 x 15
30 1.214 x 30
6' Site Bench: 'Scarborough' model by Landscape Forms
Site Elements
ROW Bike rack: Oahu No-Scratch Circle Rack by Sportworks; stainless steel
material with bead blast finish and Santoprene TPV rubber bumpers on sides
Olympic Foundry 48" x 96" 'CNK' tree grate; ductile iron, uncoated for natural
finish; 24" diameter trunk opening
Per City of Renton standards
Raised independent metal planters,
see plans for dimensions and detail 5 on L2.02
NOTE: SUBMITTALS REQUIRED TO BE PROVIDED TO THE CITY OF
RENTON FOR ALL STREET FURNISHINGS IN THE RIGHT-OF-WAY.
Planting Schedule
TypeSymbolQty Size/Comments
DECIDUOUS TREES
CONIFEROUS TREES
LARGE/MEDIUM/SMALL SHRUBS
Acer palmatum 'Bloodgood' / Japanese Maple 1" cal., B&B
Cornus sericea 'Kelseyi' / Kelsey Dogwood 18" min. ht., see plans
Blechnum spicant / Deer Fern 18" min. ht., see plans
Lavandula angustifolia / English lavender 12" min. ht., see plans
Spiraea japonica 'Goldflame' / Goldflame Spirea 18" min. ht., see plans
Acer circinatum / Vine Maple
Viburnum davidii / David's Viburnum 18" min. ht., see plans
Ilex crenata 'Sky Pencil' / Japanese Holly 4' min. ht., see plans
1" cal., B&B
Magnolia x 'Galaxy' / Galaxy Magnolia 1" cal., B&B
Hydrangea macrophylla / Bigleaf Hydrangea 24" min. ht., see plans
Pinus contorta / Shore Pine 5' min. ht., B&B
STREET TREES
Acer griseum / Paperbark Maple
Alternate species if change required by city:
1.Styrax japonicus / Snowcone Snowbell
2.Nyssa sylvatica 'Red Rage' / Red Rage Black Tupelo
2 12" cal., B&B
Arctostaphylos uva-ursi / Kinnikinnick 1 gal. @ 12" o.c..
4 12" Greenroof tray system; mix 1
Styrax japonicus / Japanese Snowbell 1" cal., B&B
GROUNDCOVER & GREENROOF
Heuchera microcantha 'Palace Purple' / Coral Bells 12" min. ht., see plans
Mahonia nervosa / Dwarf Oregongrape 18" min. ht., see plans
Mahonia repens / Creeping Mahonia 1 gal. @ 12" o.c..
Tenant gardening bed
Victor Stanley Ironsites SD-42 Litter and Recyling Receptacles; tapered form
lid with no dome top, black powder coat finish, Recycling receptacle to have
appropriate labeling; per City of Renton standards. Min. 18" clear area
around each receptacle.
Firepit; 'Robata' model by Paloform
24" x 24" pedestal pavers; 'Texada' by Abbotsford in 'Natural';
or approved equal
24" x 24" pedestal pavers; 'Texada' by Abbotsford in 'Charcoal';
or approved equal
Water feature; Tranquil Decor Three Piece Large Basalts
#HBR3PK, and Reservoir kit for large basalt or groupings
#HBBK1, from EasyPro Pond Products or approved equal
IRRIGATION NOTES:
1.POINT OF CONNECTION, MAIN LINES, VALVES, LATERALS AND SLEEVING ARE SHOWN
SCHEMATICALLY FOR PURPOSES OF GRAPHIC CLARITY. IRRIGATION EQUIPMENT
SHALL REMAIN CLEAR OF ALL PAVEMENT, WALLS, TREES AND OTHER EXISTING AND
PROPOSED SITE ELEMENTS UNLESS SPECIFICALLY NOTED ON PLANS OR DIRECTED
BY LANDSCAPE ARCHITECT.
2.SLEEVING IS REQUIRED FOR ALL IRRIGATION LINES AND CONTROL VALVE WIRES
UNDER ALL NEW AND EXISTING PAVEMENT. ALL SLEEVING SHALL EXTEND A MIN. OF
1'-0" BEYOND PAVING EDGE.
3.MAIN LINE PIPING LAYOUT, SLEEVES AND VALVE LOCATIONS SHALL BE STAKED IN THE
FIELD BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR
TO INSTALLATION.
4.SEE L2.04-5 SHEETS FOR IRRIGATION DETAILS.
5.VALVE LOCATIONS SHALL BE CLUSTERED AND CONSOLIDATED IN AN EFFICIENT
MANNER.
6.RAIN SENSOR SHOWN ON PLAN ARE CONCEPTUAL LOCATIONS AND SHALL BE
FURTHER COORDINATED WITH PLUMBING CONDUIT SLEEVE AND ARCHITECT FOR
EXACT LOCATION IN FIELD.TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057RJF, VW
VW
RJF
RJF
AS NOTED 10/17/18
34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSPLANTING & IRRIGATION SCHEDULES,
& SITE ELEMENTS
PLANTING NOTES:
1. ALL PLANTING AREAS ON THE GROUND-PLANE (ALL R.O.W., PLANTERS, ETC.)
SHALL HAVE A TRADITIONAL IRRIGATION SYSTEM TO BE INTEGRATED WITH A
CONTROLLER. RAIN SENSORS AND OTHER EQUIPMENT WILL BE INCORPORATED
INTO DESIGN TO MAXIMIZE EFFICIENCY AND LOWER OVERALL MAINTENANCE.
2. NO PLANTS TO BE INSTALLED WITHIN 2' DIA. OF PROPOSED STREET TREES.
3. ALL SHRUBS AND GROUNDCOVERS TO BE LAYED OUT IN FIELD AND APPROVED
BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
4. PLANT TREES IN R.O.W. PER CITY OF RENTON STANDARDS.
5. SEE CIVIL SHEETS FOR PROPOSED GRADING, STREET PROFILES AND UTILITY
LOCATIONS.
CURRENT PLANNING
Matt Herrera [10/25/2018]
R-401202 C18002264
TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057RJF, VW
VW
RJF
RJF
AS NOTED 10/17/18
34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSPLANTING DETAILS
'X'
DRIPLINE
'X'
DRIPLINE
2x
ROOT ZONE
2x
ROOT ZONE
FENCING/ROOT
PROTECTION-CHAINLINK
FENCING TO BE PROVIDED
AND MAINTAINED AT
DRIPLINE AT ALL TIMES.
DRIPLINE ZONE-ROOT ZONE-
1. OPERATION OF HEAVY
EQUIPMENT AND PILING OF
HEAVY MATERIALS PROHIBITED.
2. LIMITED TRENCHING ALLOWED.
EXCAVATION BY HAND OR WITH
HAND-DRIVEN TRENCHER MUST
BE APPROVED BY ENGINEER.
3. SEVERING OF ROOTS LARGER
THAN 2" DIA. REQUIRES
ENGINEER'S APPROVAL.
1. OPERATION OF HEAVY
EQUIPMENT AND PILING OF
HEAVY MATERIALS REQUIRES
ENGINEER'S APPROVAL.
2. TRENCHING WITH HEAVY
EQUIPMENT ALLOWED UNDER
ENGINEER'S SUPERVISION AND
IF 2/3 OR MORE OF THE ROOT
ZONE IS UNDISTURBED.
SURFACE PROTECTION
WITHIN DRIPLINE SHALL
REQUIRE; 6"-DEPTH MULCH
LAYER, 3/4" PLYWOOD AND
STEEL PLATES.
ADDITIONAL NOTES-
1. 6' HIGH CHAINLINK FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL
FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES
INTO MAJOR ROOTS.
2. TREATMENT OF ROOTS EXPOSED/DAMAGED DURING CONSTRUCTION: ROOTS
OVER 1" DIAM., MAKE A CLEAN STRAIGHT CUT TO REMOVED DAMAGED
PORTIONOF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED
WITH DAMP BURLAP AND COVERED WITH SOIL AS SOON AS POSSIBLE.
POINT TOP OF STAKE
TOWARD PREVAILING WIND.12TREE HEIGHTREMOVE BINDING FROM TRUNK,
PULL BACK BURLAP TO SIDES OF
ROOTBALL. EXPOSE NO BURLAP
TO SURFACE AFTER BACKFILLING
MIN 2x WIDTH
OF ROOTBALL
SCARIFY SUBGRADE
AMENDED SOIL
FINISH GRADE
MULCH: 2" DEPTH
ALLOW 2" CLEAR FROM TRUNK.
TREE ROOTBALL. SET ROOT
CROWN 1" ABOVE FINISH
GRADE.
3" HEIGHT SOIL SAUCER. INSTALL
AT EDGE OF PLANTING PIT.
(1) 2" DIA WOOD STAKE DRIVEN
TO REFUSAL. SECURE TO TREE
WITH 2 STRANDS NURSERY TAPE.
1
1MAX.5' MIN1323REMOVE BINDING FROM
TRUNK, PULL BACK BURLAP TO
SIDES OF ROOTBALL. EXPOSE
NO BURLAP TO SURFACE
AFTER BACKFILLING
MIN 2x WIDTH
OF ROOTBALL
SCARIFY SUBGRADE
AMENDED SOIL
FINISH GRADE
MULCH: 2" DEPTH
ALLOW 2" CLEAR FROM TRUNK.
TREE ROOTBALL. SET ROOT CROWN 1"
ABOVE FINISH GRADE.
3" HEIGHT SOIL SAUCER. INSTALL
AT EDGE OF PLANTING PIT.
(2) 2" DIA WOOD STAKE FOR TREES WITH
CALIPER LESS THAN 2". ALIGN STAKES TO
RESPOND TO PREVAILING WINDS.
TREE STAKING TIES, IF NEEDED
2" MAX.12"MIN.1
1MAX.
SECTION
AT NURSERY LEVEL (POTTED
TYP. GROUNDCOVER PLANTED
PLANTS OR ROOTED CUTTINGS)
MIN. 2" MULCH
FINISH GRADESCARIFIED
AMENDED SOIL
PER LANDSCAPE PLAN
SUBGRADE
KEEP MULCH CLEAR
FROM STEM
TYP. SPACING
WIDTH OF PLANTING PIT=
2X WIDTH OF ROOTBALL
MINIMUM
SCARIFY SUBGRADE
AMENDED SOIL
FINISH GRADE
CLEAR FROM TRUNK/ STEM
MULCH LAYER: 2" DEPTH. ALLOW 2"
IN NURSERY
GROUNDCOVERS AT LEVEL GROWN
GROWN IN NURSERY, PLANT
PLANT SHRUBS AT 1" ABOVE LEVEL
BACKFILLING
EXPOSE NO BURLAP TO SURFACE AFTER
BURLAP BACK TO SIDES OF ROOTBALL.
REMOVE BINDING FROM TRUNK, PULL
1MAX.
1
CURRENT PLANNING
Matt Herrera [10/25/2018]
R-401202 C18002264
PLAN
PLANTING BED
BED OR PAVING
EDGE OF PLANTING
SPECIFIED
SPACING, TYP.SPECIF
IEDSPACING
,
TYP
.23 SPECIFIEDSPACING, TYP.TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057RJF, VW
VW
RJF
RJF
AS NOTED 10/17/18
34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSPLANTING & SITE DETAILS
LAYOUT IN FIELD FOR
APPROVAL BY LANDSCAPE
ARCHITECT PRIOR TO
INSTALLATION.
OAHU NO-SCRATCH CIRCULAR BIKE
RACK BY SPORTWORKS
STAINLESS STEEL MATERIAL WITH BEAD
BLAST FINISH AND SANTOPRENE TPV
RUBBER BUMPERS ON SIDES
EMBEDDED MOUNT;
10"-LONG LEG EMBEDDED IN CONCRETE
CONCRETE PLANTER WALL; CHAMFER
EDGES 12". SEE STRUCTURAL AND
ARCHITECTURAL FOR SIZE AND
REINFORCING
2'-0"FILTER FABRIC
PLANTING SOIL & MULCH, SEE SPEC.
SEE STRUCTURAL AND
ARCHITECTURAL FOR STRUCTURE
AND PARAPET WALLS
4" DEPTH OF 7 8" CRUSHED GRAVELFINISH GRADE;
PEDESTAL
PAVERS
FILTER FABRIC
1" WEEP HOLES @
4' O.C. UNDER
PAVERS
LIVEROOF STANDARD MODULE
LIVEROOF ENGINEERED SOIL
LIVEROOF GREEN ROOF PLANTS
(MINIMUM 95% SOIL COVERAGE AT
INSTALLATION)
MINIMUM 40-MIL POLYPROPYLENE OR
EPDM SLIP SHEET, EDGES
OVERLAPPED & SEAMED
EPDM, TPO OR PVC
WATERPROOFING MEMBRANE
4 14"MOISTURE PORTALS™3 14"1"12"SEE ARCHITECTURAL/
STRUCTURAL FOR
ROOF SYSTEM
PLANTER
SURFACE
4" DEPTH OF 7/8" CRUSHED
GRAVEL
FILTER FABRIC
PLANTING SOIL AND MULCH,
SEE SPEC.
FILTER FABRIC
PRE-DRILLED DRAIN-HOLES; 1"-DIA.
2" FROM BOTTOM AND 3" FROM EA.
CORNER ON OPPOSITE SIDE OF
PAVERS, ONLY.
IRRIGATION SLEEVE; SEE PLUMBING AND
MECHANICAL FOR COORDINATED LOCATIONS.
TO BE CLOSE TO CENTER OF PROPOSED PLANTER.
DRILL IN FIELD
2"-3" HOLE TO BE DRILLED
IN FIELD; POSITION WITH
EXISTING IRRIGATION
PIPE/SLEEVE
SECTION
SHIM PLANTERS 'LEVEL' WITH PAVERS
OR APPROVED ALTERNATIVE4"-TYP.TOP EDGE PROFILE1"-TYP.2"-TYP.
FABRICATED 18"-THICK MILD STEEL AND ALL
CORNERS FULLY WELDED AND SANDED
SMOOTH WITH SLIGHT RADIUS, FINISH
IS POWDER COAT PRIME AND FINISH
COATED, COLOR TBD. TOP EDGE IS 2"
AND RETURN EDGE IS 1", PER PROFILE.
CURRENT PLANNING
Matt Herrera [10/25/2018]
R-401202 C18002264
TED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057RJF, VW
VW
RJF
RJF
AS NOTED 10/17/18
34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSIRRIGATION DETAILS
METERED STUB
SHUT OFF VALVE
12" CLEARANCE
VALVE BOXES
PRESSURE REDUCING
VALVE W/ STRAINER,
(PROVIDE IF REQUIRED)
QUICK COUPLING VALVE (SEE DETAIL)
MANUAL DRAIN VALVE (SEE DETAIL)
PIPE SLEEVE
DRAIN ROCK
6" MINIMUM DEPTH
FITTINGS: SCHEDULE 80 PVC,
SIZES AS NOTED OR REQUIRED.
RECTOR SEAL (T+2) ALL
THREADED CONNECTIONS.
MAIN LINE TO IRRIGATION SYSTEM
(6")
MASTER CONTROL VALVE
DOUBLE CHECK VALVE
BRASS UNION, TYP.
BRASS NIPPLE, TYP.
ROUND VALVE BOX
FINISH GRADE
BRASS SCH. 40 PVC
BRASSSCH. 40 PVC18"24"SPARE
BRASS STOP VALVE
FOR ISOLATION
FINISH GRADE
VALVE
AUTOMATIC CONTROL
UNION (2 PLACES)
PIPE AS REQ. @ EACH END
CUT NOTCHES IN BOX FOR
SCH. 40 PVC LATERAL
PVC ADAPTER
WATER TIGHT WIRE SPLICES (TYP.)
LOCKING LID
EXTENSION (AS REQ.)
JUMBO VALVE BOX W/
PVC ADAPTER
UNDER MAINLINE)GEOTEXTILE UNDERNEATH
3" GRAVEL W/CONTROL WIRES (BUNDLED
OF THE SPRINKLER
PVC SCH 80 IPT SIZE
ALL NIPPLES TO BE
RECTOR SEAL T+2.
CONECTIONS TO HAVE
ALL THREADED
NOTE:
AS REQ'D
IPT X LENGTH
SPRINKLER HEAD
PIPE" (30" MAX. LENGTH)
POLYETHELENE "FUNNY
BUSHING
PVC REDUCING
90° ELBOW
PVC "T" OR
PIPE
LATERAL
PVC1'-6"FINISH GRADE
12" POP-UP
BODY 3 4" IPT
QUICK COUPLER
FINISH GRADE
MAIN LINE
TRIPLE SWING
JOINT
THREADED
PVC NIPPLE
6" CONCRETE PIPE
FILLED WITH DRAIN
ROCK 7/8 " MINUS1"CURRENT PLANNING
Matt Herrera [10/25/2018]
R-401202 C18002264
6"
6" ABOVE PIPE
6" WIDE TRENCH DUG
WITH TRENCHING MACHINE
COMPACTED
BACKFILL MATERIAL
FINISH GRADE
DETECTION TAPE (GREEN)
COMPACTED
PVC ELEC. CONDUIT
(GRAY) (SIZE AS
SPECIFIED ON PLANS)
BACKFILL MATERIAL
SECTION18" MIN.6"MIN.6"
6" ABOVE PIPE
COMPACTED
BACKFILL MATERIAL
EXISTING OR NEW ASPHALT, CONCRETE
DETECTION TAPE (BLUE)
COMPACTED
PVC SLEEVE WITH MAIN
BACKFILL MATERIAL
SECTION18" min. (LATERAL)OR MASONRY PAVED SURFACE
24" min. (MAINLINE)/OR LATERAL LINES OR
CONTROLLER WIRES
TACK SEAL JOINT
SAWCUT EXIST.
PAVEMENT IF
NECESSARY
PLANS OR: I.D. OF SLEEVE TO
1. SLEEVE SIZE AS SHOWN ON
NOTES:
BE 1" GREATER THAN O.D. OF PIPE.
2. SLEEVES REQUIRED UNDER ALL
PAVED AREAS.
OF 1'-0" BEYOND CONCRETE EDGE.
3. ENDS OF SLEEVES EXTEND A MIN.4"MIN.INDOOR WALL MOUNT ELECTRIC
CONTROLLER; SEE IRRIGATION
PLAN AND ELECTRICAL FOR
LOCATIONS
PROVIDE ELECTRICAL CONDUIT
PER CODE AND MANU. REQS.
PROVIDE CLEAN ACCESS HOLES
FOR REQ. CONDUIT
FINISH GRADE
LOW VOLTAGE WIRING
PER CONTROLLER REQS.
NOTE:
THIS DETAIL REPRESENTS AN APPROXIMATE
CONDITION FOR MOUNTING CONTROLLER
ON INTERIOR WALL. VERIFY EXACT LOCATION
FOR CONTROLLER WITH ELECTRICAL AND
ADJUST INSTALLATION ACCORDINGLY.5'-6" MAX.2'-0"2'-0" MIN.USE V-SHAPED HOE TO DIG
TRENCH INTO SOIL AT
MOISTURE PORTALS
PREVEGETATED LIVEROOF
MODULE ON ROOF
SIDE VIEW
IRRIGATION LATERAL
PER PLAN/SPECIFICATIONS
USE V-SHAPED HOE TO DIG
TRENCH INTO SOIL AT
MOISTURE PORTALS
CLOSE-UP VIEW OF PORTAL
POP-UP IRRIGATION
BODY 3 4" IPT
PREVEGETATED LIVEROOF
SLIP SHEET OR APROVED EQUAL;
TO BE EXTENDED TO TOP OF BALLAST FILL
WATERPROOFING
PER ARCHITECTURAL
NOTE:
IRRIGATION TRENCH WIDTH SHALL ACCOMMODATE WIDEST
IRRIGATION FITTINGS; MAXIMUM WIDTH TO BE 6"-WIDE.
PARAPET OR BUILDING WALL
(SIZE AND PROFILE VARIES)
FILL GAP WITH STONE BALLAST
IRRIGATION LATERAL AND POP-UP
PER PLAN/SPECIFICATIONS
ROOFEDGE EDGING
OR BLACK COBBLE STONE
PREVEGETATED LIVEROOF
SLIP SHEET OR APROVED EQUAL
WATERPROOFING
PER ARCHITECTURAL
NOTE:
IRRIGATION TRENCH WIDTH SHALL ACCOMMODATE WIDEST
IRRIGATION FITTINGS; MAXIMUM WIDTH TO BE 6"-WIDE.
FILL GAP WITH STONE BALLAST
IRRIGATION LATERAL AND POP-UP
PER PLAN/SPECIFICATIONS
ROOFEDGE EDGING; AROUND GREENROOF &
PERIMETER IRRIGATIONTED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057RJF, VW
VW
RJF
RJF
AS NOTED 10/17/18
34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSIRRIGATION DETAILS
CURRENT PLANNING
Matt Herrera [10/25/2018]
R-401202 C18002264
TRANSPORTATION OPERATIONcbarnes 10/25/2018R-401202DEVELOPMENT ENGINEERINGrnair 10/25/2018C18002264
TRANSPORTATION OPERATIONcbarnes 10/25/2018R-401202C18002264
TRANSPORTATION OPERATIONcbarnes 10/25/2018R-401202DEVELOPMENT ENGINEERINGrnair 10/25/2018C18002264
TRANSPORTATION OPERATIONcbarnes 10/25/2018R-401202DEVELOPMENT ENGINEERINGrnair 10/25/2018C18002264
TRANSPORTATION OPERATIONcbarnes 10/25/2018R-401202C18002264