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NEIGHBORHOOD DETAIL MAP LEGEND
-EXISTING BUILDING
-PROPOSED BUILDING
5
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-(RM-Fl RESIDENTIAL MULTI-FAMILY
-(CV) CENTER VILLAGE
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schem.ata
workshop
architect
Schemata Workshop, Inc.
1720 12th Avenue #3
Seattle, WA 98122
CONTACT GRACE KIM, AIA
V (206) 285.1589
f (2 06 ) 285 .2701
www .schemataworkshop.com
owner
RENTON HOUSING AUTHORITY
2900 NE, 10th STREET
RENTON WA 98056-0316
CONTACT MARK GROPPER
V (425) 226 1850 X223
KIRKLAND AVE.
TOWN HOMES
1508 KIRKLAND AVENUE NE
1518 KIRKLAND AVENUE NE
3017 NE 16TH ST
RENTON, WA 98056
P_RINT DfiTE __ 02 LJ 4/13 --
REVISION SCHEDULE
/If\ DATE DESCRIPTION ~~~---· --------------
PROJECT ISSUE DATES
----·---~----
BID SET/BUILDING PERMIT 15 FEBRUARY 2013
8001 REGISTERED \-J ARCHl~ECT
~tlr-·1
\ GRACE H. KIM .
STATE OF WASHINGTON,
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PROJECT 1110
Author JAB , KW
Checker : GK
NEIGHBORHOOD
DETAIL MAP
City of Renton
Planning Division
FEB l 9 iLllJ
Copyright Schemata Workshop, Inc .
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GENERAL CONSTRUCTION NOTES
1 . ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS Af\lD
SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC
WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY
OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF
APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
CONSTRUCTION.
2. A COPY OF THE APPROVED PLANS MUST BE ON SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR WORK WITHIN
THE PUBLIC RIGHT-OF-WAY.
4. PAVED SURFACES INCLUDING ROADWAYS, SIDEWALKS, AND CURBS THAT ARE
DAMAGED BY NEW CONSTRUCTION IN PUBLIC RIGHT-OF-WAY SHALL BE
REPAIRED AS REQUIRED BY THE CITY OF RENTON INSPECTOR.
5. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT DISPATCHER
TWENTY-FOUR (24) HOURS IN ADVANCE OF ALL WATER SERVICE
INTERRUPTIONS, HYDRANT SHUTOFFS, AND STREET CLOSURES OR OTHER
ACCESS BLOCKAGE. THE CONTRACTOR SHALL ALSO NOTIFY THE DISPATCHER
OF ALL NEW, RELOCATED, OR ELIMINATED HYDRANTS RESULTING FROM THIS
WORK.
6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN
ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS
AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT
NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER
UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE
IMPLEMENTATION OF THIS PLAN.
7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES
DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES
LOCATOR SERVICE (1-800-424-5555) AT LEAST 72 HOURS PRIOR TO
CONSTRUCTION.
8. THE CONTRACTOR SHALL ADJUST ALL EXISTING MAINTENANCE HOLE RIMS,
DRAINAGE STRUCTURE LIDS, VALVE BOXES, AND UTILITY ACCESS STRUCTURES
TO FINISH GRADE WITHIN AREAS AFFECTED BY THE IMPROVEMENTS.
9. UTILITY SERVICE CONNECTIONS ARE TO BE PRIVATELY MAINTAINED.
10. THE CONTRACTOR SHALL PROVIDE FOR ALL COMPACTION TESTS REQUIRED
BY THE CITY OF RENTON INSPECTOR FOR WORK WITHIN THE PUBLIC
RIGHT-OF-WAY.
11. BACKFILL MATERIAL USED IN PUBLIC RIGHT-OF-WAY SHALL MEET CITY OF
RENTON STANDARD SPECIFICATIONS AND SHALL BE APPROVED BY THE CITY
OF RENTON.
12. INSPECTION AND ACCEPTANCE OF ALL WORK IN PUBLIC STREET
RIGHT-OF-WAY WILL BE ACCOMPLISHED BY REPRESENTATIVES OF THE CITY
OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS, ALLOWING PROPER
ADVANCE NOTICE. THE INSPECTOR MAY REQUIRE RECONSTRUCTION OF ITEMS
THAT DO NOT MEET AUTHORITIES HAVING JURISDICTION (AHJ) STANDARDS OR
THAT WERE CONSTRUCTED WITHOUT INSPECTION. ANY RECONSTRUCTION
SHALL BE AT CONTRACTOR'S EXPENSE.
13. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE TRAFFIC
CONTROL MANUAL. A CITY OF RENTON APPROVED TRAFFIC CONTROL PLAN
WILL BE REQUIRED PRIOR TO ISSUANCE OF PERMIT.
14. CARE SHALL BE EXERCISED WHEN EXCAVATING NEAR ANY EXISTING UTILITY
LINES AND/OR WITHIN TREE CRITICAL ROOT ZONES.
15. THE CONTRACTOR SHALL SUBMIT CONSTRUCTION HAUL ROUTES TO CITY OF
RENTON PRIOR TO CONSTRUCTION.
16. IN THE EVENT NOTES CONFLICT, THE CITY OF RENTON STANDARD NOTES
SHALL RULE.
PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M.
TESC NOTES
1. CONSTRUCTION EROSION CONTROL MEASURES MUST BE IN PLACE AND
APPROVED BY THE CITY OF RENTON INSPECTOR PRIOR TO ANY EARTH
DISTURBANCE.
2. CONTRACTOR SHALL PREPARE AND SUBMIT FOR PERMITTING AGENCY'S
APPROVAL A STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE SWPPP
SHALL BE PREPARED IN ACCORDANCE WITH WASHINGTON STATE'S DEPARTMENT
OF ECOLOGY WATER POLLUTION CONTROL LAW. THE REQUIREMENTS FOR THE
SWPPP ARE AS OUTLINED IN ECOLOGY'S NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM AND STATE WASTE DISCHARGE GENERAL PERMIT FOR
STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
3. THE IMPLEMENTATION OF THE TEMPORARY EROSION AND SEDIMENT CONTROL
(TESC) PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND
UPGRADING OF THE TESC FACILITIES IN COORDINATION WITH THE CONTRACTOR
PREPARED AND AHJ APPROVED SWPPP IS THE RESPONSIBILITY OF THE
CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED AND SITE IS
PERMANENTLY STABILIZED.
4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION
COLLECTION FACILITIES TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT
ENTER THE PUBLIC DRAINAGE SYSTEM. AS CONSTRUCTION PROGRESSES AND
UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL
FACILITIES MAY BE REQUIRED TO ENSURE COMPLETE SILTATION CONTROL OF
THE PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION IT SHALL
BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS
ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS/HER ACTIVITIES AND TO
PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT
PROPERTIES.
5. THE TESC FACILITIES SHOWN ON THE PLANS AND AHJ APPROVED SWPPP MUST
BE CONSTRUCTED IN CONJUNCTION WITH ALL DEMOLITION, CLEARING, AND
GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT
LADEN WATER DOES NOT LEAVE THE SITE, ENTER THE DRAINAGE SYSTEM, OR
VIOLATE APPLICABLE WATER STANDARDS.
6. DURING THE CONSTRUCTION PERIOD, THE TESC FACILITIES SHALL BE MAINTAINED
AND UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES, PORTABLE
TANKS AND SILT FENCES, ETC.) IN COORDINATION WITH THE CONTRACTOR
PREPARED SWPPP AS NEEDED SO AS NOT TO VIOLATE APPLICABLE WATER
STANDARDS.
7. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS AT ALL CONSTRUCTION
SITE EXITS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND
MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES AT
CONTRACTOR'S EXPENSE MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS
ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
8. NO SEDIMENT SHALL BE TRACKED INTO THE STREET OR ONTO PAVED
SURFACES. SEDIMENT SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT
PRIOR TO LEAVING THE SITE. IN THE EVENT OF FAILURE OF THE EROSION
CONTROL SYSTEM RESULTING IN SEDIMENT BEING TRACKED ONTO PAVED
SURFACES, THE CONTRACTOR SHALL IMMEDIATELY IMPLEMENT MEASURES TO
CORRECT THE SITUATION, AND VACUUM STREET SWEEPING SHALL BE EMPLOYED
ON AN EMERGENCY BASIS. IF VACUUM STREET SWEEPING VEHICLES ARE
UTILIZED, THEY SHALL BE OF THE TYPE THAT ACTUALLY REMOVES THE
SEDIMENT FROM THE PAVEMENT. WASHING OF THE STREETS WILL NOT BE
ALLOWED WITHOUT PRIOR AHJ APPROVAL.
9. ALL TESC FACILITIES SHALL CONFORM TO THE BEST MANAGEMENT PRACTICES
LISTED IN THE CITY OF RENTON EROSION CONTROL NOTES.
10. NO EXPOSED EARTH SHALL REMAIN UNSTABILIZED FOR MORE THAN 7 DAYS
FROM MAY 1 ST TO SEPTEMBER 30TH. FROM OCTOBER 1 ST TO APRIL 30TH NO
EXPOSED EARTH SHALL REMAIN UNSTABILIZED FOR MORE THAN 12 HOURS.
STABILIZATION OF EXPOSED EARTH SHALL BE WITH APPROVED TESC METHODS
(I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, COVERING, ETC.) IN
COORDINATION WITH THE CONTRACTOR PREPARED SWPPP.
11. NO SEDIMENT SHALL BE ALLOWED TO ENTER ANY CATCH BASIN WITHIN THE
SITE, OR ADJACENT PROPERTIES. IN THE EVENT OF A FAILURE OF THE TESC
PLAN THAT RESULTS IN SEDIMENT ENTERING A CATCH BASIN, THE CONTRACTOR
SHALL REMOVE ALL SUCH SEDIMENT IMMEDIATELY.
& 12. DISTURBED SOILS THAT ARE EXPOSED TO SURFACE RUNOFF SHALL BE
STABILIZED WITH TESC MEASURES AS DIRECTED BY THE CITY OF RENTON AND
PER THE APPROVED CONTRACTOR SWPPP.
13. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND
MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
14. CATCH BASINS IN THE STREET OR ON-SITE SHALL BE INSPECTED BY THE
CONTRACTOR DAILY. WATER LEAVING THE SITE DURING CONSTRUCTION,
INCLUDING WATER CARRIED BY TRUCKS, SHALL BE CLEAN. THE CONTRACTOR
SHALL CLEAN CITY CATCH BASINS AND IMPLEMENT EXTRA SEDIMENTATION
CONTROL MEASURES IF NECESSARY AND AS DIRECTED BY THE AHJ INSPECTOR
AT NO ADDITIONAL EXPENSE TO OWNER.
15. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED
DAILY AND WITHIN 24 HOURS FOLLOWING A STORM EVENT.
16. THE TESC FACILITIES SHALL BE MAINTAINED UNTIL PERMANENT EROSION
CONTROL (REVEGETATION WITH TREES, SHRUBS, GROUND COVER, ETC.) IS IN
PLACE. STREET IMPROVEMENT PLANS, INCLUDING PERMANENT EROSION CONTROL
IN THE PUBLIC RIGHT OF WAY, WILL BE PERMITTED SEPARATELY. CONTRACTOR
SHALL COORDINATE RIGHT OF WAY AND PRIVATE CONSTRUCTION AND MAKE
SURE TEMPORARY EROSION CONTROL FACILITIES ARE MAINTAINED.
17. DESIGN, PREPARE AND OBTAIN PERMITS FOR TEMPORARY DEWATERING. TREAT
AND DISPOSE OF WATER FOR TEMPORARY DEWATERING IN ACCORDANCE WITH
AHJ REQUIREMENTS.
18. PROTECT STOCKPILES FROM WET WEATHER AND CONTAMINATION FROM OTHER
SOURCES. PROVIDE DUST CONTROL MEASURES AND STOCKPILE PROTECTION IN
ACCORDANCE WITH AHJ APPROVED SWPPP. STOCKPILES THAT BECOME
UNSUITABLE DUE TO LACK OF PROTECTION MEASURES SHALL BE PROPERLY
DISPOSED OF AND REPLACED AT CONTRACTOR'S EXPENSE.
19. COORDINATE LOCATION OF SEDIMENT, TRAPS, PORTABLE FILTRATION TREATMENT
SYSTEMS, INTERCEPTOR SWALES, AND OTHER TESC MEASURES WITH
IMPROVEMENTS AND CONTRACTOR'S OPERATIONS AND SEQUENCING. COORDINATE
OUTLET DRAINS FROM SEDIMENT PONDS AND PORTABLE FILTRATION TREATMENT
SYSTEMS WITH EXISTING AND NEW IMPROVEMENTS.
20. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS USED, FAST
GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE. SEE
SPECIFICATIONS FOR SEED MIX AND RATE OF APPLICATION.
21. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS USED, IT SHALL
BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES.
22. INSTALL FLOW DIVERSION AND INTERCEPTOR SWALES AND/OR BERMS AND
TEMPORARY CULVERTS IN ORDER TO PREVENT SHEET FLOW ONTO POROUS
SIDEWALK AND BIORETENTION FACILITIES. IT IS ASSUMED THAT THE AREA SHEET
FLOWING TO INTERCEPTOR SWALE IS STABILIZED AND NOT TURBID. IF
STORMWATER IS TURBID, EXCEEDING WATER QUALITY REQUIREMENTS, WATER
SHALL BE DIRECTED TO SEDIMENT PONDS AND/OR PORTABLE FILTRATION
TREATMENT SYSTEM AND TREATED PER AHJ REQUIREMENTS.
23. THE TESC MEASURES SHOWN ON THE PLANS ARE FOR AHJ PERMITTING
PURPOSES ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS
AND METHODS AND SEQUENCING OF TESC MEASURES AND ENSURING WATER
QUALITY REQUIREMENTS ARE MET.
•
' DESIGN COMPANY
1205 SECOND AVE. SUITE 200
SEATTLE, WA 98101
r-'-~1 '-+ ____ P_ER_M_IT_CO_R_R_EC_T_IO_NS ____ --+-_-----t0~7 /~1~1/_13,------; SUR'IEYEllBENCHMARK
f---+-----------------t-------t--,------; DESIGNED: RM
DRAWN:
AS NOTED
VERTICAL.: NAVO 198!J
HORIZONTAL: HAD 1963/1991 CITY 'OF
RENTON JZ
EARTHWORK AND GRADING NOTES
1. NONCOMPLIANCE WITH EROSION CONTROL REQUIREMENTS, WATER QUALITY
REQUIREMENTS, AND CLEARING LIMITS MAY RESULT IN REVOCATION OF
PROJECT PERMITS, PLAN APPROVAL, AND BOND FORECLOSURES.
2. PRIOR TO ANY WORK INCLUDING GROUND DISTURBANCE, THE CONTRACTOR
SHALL CONTACT THE CITY OF RENTON TO SCHEDULE A PRE-CONSTRUCTION
MEETING.
3. PRIOR TO ANY SITE CONSTRUCTION (WHICH INCLUDES CLEARING/LOGGING,
DEMOLITION, OR GRADING THE SITE), CLEARING LIMITS SHALL BE LOCATED
AND FIELD IDENTIFIED BY THE CONTRACTOR'S SURVEYOR.
4. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH AHJ
STANDARDS.
5. ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% OF
MAXIMUM DENSITY BY MODIFIED PROCTOR TEST UNLESS SPECIFICALLY
INDICATED OTHERWISE IN THE SPECIFICATIONS.
6. APPROVAL BY AHJ OF THE DRAINAGE AND TEMPORARY EROSION CONTROL
PLANS DOES NOT INCLUDE APPROVAL OF THE GRADING ACTIVITIES SHOWN
HEREIN. GRADING ACTIVITIES WITHIN THE RIGHT-OF-WAY REQUIRES A
PERMIT FROM AHJ. GRADING ACTIVITIES ON ADJACENT PROPERTIES
REQUIRES WRITTEN APPROVAL BY THE ADJACENT PROPERTY OWNER.
7. GRADING AND EXPOSED SOILS MUST BE STABILIZED BY OCTOBER 15TH
AND NO EXCAVATION TO BE PERFORMED BETWEEN OCTOBER 31 ST AND
APRIL 1 ST UNLESS CONTRACTOR HAS OBTAINED WRITTEN APPROVAL BY
AHJ.
8. MATCH EXISTING GRADES AT EDGE CONDITIONS AND PROVIDE SMOOTH
TRANSITION.
9. SLOPE FINISHED SURFACE A MINIMUM OF 2% AWAY FROM THE BUILDING
FOR AT LEAST TWO FEET ON ALL SIDES OF THE BUILDING UNLESS NOTED
OTHERWISE.
10. CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE TREE PROTECTION
ZONE/CRITICAL ROOT ZONE IN ACCORDANCE WITH PROJECT DOCUMENTS.
11. COORDINATE FINE GRADING FOR SURFACE DRAINAGE WITH LANDSCAPE
INSTALLATION. FINE GRADING FOR SURFACE DRAINAGE SHALL OCCUR PRIOR
TO PLANTING AND MULCHING. GRADE TO PROVIDE POSITIVE DRAINAGE AWAY
FROM BUILDINGS AT BOTH SUBGRADE AND FINISH GRADE.
12. UNLESS INDICATED OTHERWISE, THE EARTHWORK OPERATION SHALL AMEND
THE SOILS FOR NON-PAVED AREAS WITH THE FOLLOWING MINIMUM.
3-INCHES OF COMPOST TILLED INTO THE TOP 12 INCHES OF
NON-STRUCTURAL FILL AND NATIVE SOILS. ONCE AMENDED PROTECT SOILS
FROM OVERCOMPACTION. IF AMENDED SOILS BECOME OVERCOMPACTED
THEN RESTORE AT NO ADDITIONAL COST TO OWNER.
13. FINISHED GRADING. FINE GRADE BEDS TO CONTOUR LINES AND GRADES
SHOWN ON DRAWINGS, 1 / 4" BELOW THE LEVEL OF ADJACENT WALLS,
WALKS AND CURBS UNLESS NOTED OTHERWISE. ALLOW ROOM IN PLANT
BEDS, COORDINATE WITH LANDSCAPING PLANS. FINE FINISH TOPSOIL TO
MAKE SMOOTH AND EVEN AND REMOVING ALL EXTRANEOUS MATTER.
PLEASE CALL 811
3 Working Days
BEFORE YOU DIG
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TOWN HOMES
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FlflDBOOK:
RENTON, WA 98056
PAGE:
,JUL 1 6 2/JIJ DftAWING NO:
T 206.223.fJ:126
F 206.223.0125
www.svrdesign.com
CHECKED: f----+-----------------+-------t--t----; PB
I ONE INCH I
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If NOT ONE INCH
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Planning/Building/Public Works Dept. NOTES G 1.1
QA/QC REV EWER NO. REVISION BY DATE APPR APPROVED: SHEET: OF:
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DESIGN TEAM
ARCHITECT:
SCHEMATA WORKSHOP, INC.
1720 12TH AVENUE #3
SEATTLE, WA 98122
CONTACT: GRACE KIM, AIA
V (206) 285.1589
CIVIL:
SvR DESIGN
1205 2ND AVE, SUITE 200
SEATTLE, WA 98101
CONTACT: PATTY BUCHANAN
V (206) 223.0326
LANDSCAPE:
SvR DESIGN
1205 2ND AVE, SUITE 200
SEATTLE, WA 98101
CONTACT: BRICE MARYMAN
V (206) 223.0326
STRUCTURAL:
DCI ENGINEERS
818 STEWART STREET, SUITE 1000
SEATTLE, WA 98101
CONTACT: TROY E. BEAN
V (206) 787.8995
ELECTRICAL:
COFFMAN ENGINEERS, INC.
1601 5TH AVENUE# 900
SEATTLE, WA 98101 -1 620
CONTACT: JAY JACK
V (206) 623.0717
MECHANICAL:
THE GREENBUSCH GROUP
1900 W. NICKERSON ST., SUITE 201
SEATTLE, WA 98119
CONTACT: JOHN GREENLAW
V (206) 378.0569
QA/QC RFV FWE~
PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M.
RENTON HOUSING AUTHORITY
KIRKLAND A VENUE TOWNHOMES
1508 KIRKLAND AVENUE NE
1518 KIRKLAND A VENUE NE
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3017 NE 16TH ST
RENTON, WA 98056
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C2.1
C3.1
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50' 25' 0 50' 100'
Scale In Feet
SITE SHEET INDEX
SHEET NO.
G1 .0
G 1. 1
G1 .2
G1 .3
G1 .4
C 1.1
C1 .2
C1 .3
C2.1
C2.2
C2.3
C3.1
C3.2
C3.3
L 1 .1
L 1.2
L 1.3
01 .1
D1 .2
D1 .3
D1 .4
DESCRIPTION
COVER
NOTES
NOTES
CITY OF RENTON NOTES
CITY OF RENTON NOTES
TESC AND DEMOLITION PLAN
TESC AND DEMOLITION PLAN
TESC AND DEMOLITION PLAN
DRAINAGE AND UTILITY PLAN
DRAINAGE AND UTILITY PLAN
DRAINAGE AND UTILITY PLAN
GRADING AND PAVING PLAN
GRADING AND PAVING PLAN
GRADING AND PAVING PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
LANDSCAPE PLAN
CIVIL DETAILS
E I A
CIVIL D TA LS AND SECTIONS ili
CITY OF RENTON STANDARD DETAILS
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RIGHT OF WAY PLANTING LEGEND AND SCHEDULE
LANDSCAPE DETAILS
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• DESIGN COMPANY
1205 SECOND AVE. SUITE 200
SEATTLE, WA 98101
T 206.223.0326
F 20&.223.iJ12i
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f---"~1_.,__ ____ P_E_RM_I_T_C_O_R_R_EC_T_IO_N_S _____ ,__ __ 07~/_11~/_13+----< SURVEYEDBENCHMARK
f-----+------------------j----j----j------j DESIGNED: RM
DRAWN:
JZ
CHECKED: l------+----------------~t-----+---t-------1 PB
NO. REVISION BY DATE APPR
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AS NOTED
ONE INCtt
AT RJLL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVO 1988
HORIZONTAL: NAO 1983/1991 CITY OF
RENTON
D2.3
Planning/Building/Public Works Dept.
PLEASE CALL 811
3 Working Days
BEFORE YOU DIG
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RHA KIRKLAND AVENUE
TOWN HOMES
RENTON, WA 98056
City of f'ltinton
Plimriinn Division
06/27/2013
FlELDBOOK:
PACE:
COVER
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PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M.
GENERAL SEWER AND DRAINAGE NOTES
1. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF THE
EXISTING SIDE SEWER OR SERVICE DRAIN AT THE POINT OF CONNECTION
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
THE AHJ INSPECTOR AND OWNER'S REPRESENTATIVE OF ANY
DISCREPANCIES.
2. UNLESS NOTED OTHERWISE ON PLANS, PIPE MATERIALS FOR SANITARY SIDE
SEWER (sss) AND SERVICE DRAIN (SD) SHALL BE PVC PIPE AND FITIINGS
PER ASTM D3034, SDR35 WITH RUBBER GASKET JOINTS.
3. DUCTILE IRON PIPE SHALL BE PER ANSI A21.51 CLASS 50 WITH PUSH-ON
JOINTS. FITIINGS FOR DUCTILE IRON PIPE SHALL BE DUCTILE PER ANSI
A21.10 OR ANSI A21.53 WITH PUSH-ON JOINTS. GLANDS ON MECHANICAL
JOINT PIPE AND FITIINGS SHALL BE DUCTILE.
4. PIPES WITH LESS THAN 18" COVER SHALL BE DUCTILE IRON PIPE. ROOF
DOWNSPOUT TIGHTLINES AND BUILDING FOOTING DRAINS ARE EXCEPTIONS
TO THIS REQUIREMENT AND MAY HAVE A MINIMUM OF 12 INCHES OF
COVER UNLESS NOTED OTHERWISE ON PLANS.
5. BEDDING FOR PIPES AND STRUCTURES SHALL BE IN ACCORDANCE WITH
AHJ STANDARDS AND SPECIFICATIONS. BEDDING MATERIAL FOR PVC PIPE
SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DRY DENSITY
AS MEASURED BY ASTM D-698.
6. TEES ON NEW PIPE LESS THAN 24" DIAMETER SHALL BE PREFABRICATED.
TEES ON EXISTING PIPE OR ON NEW PIPE WITHOUT PREFABRICATED TEES
SHALL BE CONNECTED BY CORE DRILLING AND FLEXIBLE CONNECTION. SEE
SPECIFICATIONS.
7. TEES, CATCH BASIN CONNECTIONS, SIDE SEWERS, AND SERVICE DRAINS
SHALL BE PLACED AT A MINIMUM SLOPE OF 2% AND A MAXIMUM SLOPE
OF 50% UNLESS OTHERWISE INDICATED ON THE PLANS.
8. SERVICE DRAINS AND SIDE SEWERS SHALL BE CONNECTED OR
RECONNECTED AS APPROVED BY THE AHJ INSPECTOR.
9. RELAY EXISTING SERVICE DRAINS AND SIDE SEWERS TO CLEAR OVER OR
UNDER THE NEW UTILITY AS APPROVED BY THE AHJ INSPECTOR.
10. WHERE A NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS,
POLYETHYLENE PLASTIC FOAM SHALL BE PLACED AS A CUSHION BETWEEN
THE UTILITIES.
STORM DRAINAGE NOTES
1. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
APPROVED DRAINAGE CONTROL PLAN IN THE APPROVED BUILDING PERMIT
PLAN SET, WHICH IS ON FILE WITH THE AHJ. ANY DEVIATION FROM THE
APPROVED PLANS WILL REQUIRE WRITIEN APPROVAL FROM THE AHJ AND
THE OWNER'S REPRESENTATIVE.
2. A COPY OF THE APPROVED DRAINAGE CONTROL PLANS MUST BE ON THE
JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
3. ALL REQUIRED STORM WATER FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO CONSTRUCTION OF IMPERVIOUS SURFACING UNLESS
OTHERWISE APPROVED BY THE AHJ AND THE OWNER'S REPRESENTATIVE.
4. CONNECT ALL ROCKERY, WALL, AND BUILDING FOOTING DRAINS TO THE
STORM SYSTEM AT A CATCH BASIN UNLESS OTHERWISE NOTED.
5. PROVIDE FOOTING DRAIN CLEANOUTS AT A MAXIMUM 1 oo· ON CENTER AND
PROVIDE NO FEWER THAN TWO PER STRUCTURE. COORDINATE LOCATION
WITH THE OWNER'S ARCHITECT AND ENGINEER. CONTRACTOR SHALL
DOCUMENT AS-BUILT LOCATION OF INSTALLED CLEANOUTS ON
CONTRACTOR'S AS-BUILTS. MAINTAIN AS-BUILTS AS WORK PROGRESSES.
6. ROOF DOWNSPOUT TIGHTLINES CONVEYING STORMWATER FROM ONE
DOWNSPOUT SHALL BE OF 4-INCH DIAMETER PVC STORM DRAIN. ROOF
DOWNSPOUT TIGHTLINES CONVEYING STORMWATER FROM TWO OR MORE
DOWNSPOUTS SHALL BE OF 6-INCH DIAMETER PVC STORM DRAIN.
7. TYPE 1 AND TYPE 2 CATCH BASIN STRUCTURES PER THE CITY OF RENTON
STANDARD PLANS AND SPECIFICATIONS.
8. PROVIDE A MINIMUM OF 2.0% SLOPE ON ALL DRAINAGE AND DOWNSPOUT
CONNECTION LINES, UNLESS NOTED OTHERWISE.
9. PROVIDE STORM DRAIN STENCILING IN PAVEMENT AT ALL STORM DRAIN
CATCH BASINS, INLETS AND AREA DRAINS THAT ARE IN OR WITHIN ONE
FOOT OF A PAVED AREA. STENCILING SHALL BE IN ACCORDANCE WITH
PUBLIC AGENCY STANDARDS.
INFILTRATION AND LID FACILITIES PROTECTION NOTES
1. REDIRECT SHEET FLOW, BLOCK DRAIN INLETS AND/OR CURB OPENINGS IN
PAVEMENT AND INSTALL FLOW DIVERSION MEASURES TO PREVENT
11. PROVIDE DUCTILE IRON PIPE SLEEVE WHERE SS, SSS, OR SD PASSES CONSTRUCTION SILT LADEN WATER AND DEBRIS FROM ENTERING
UNDERNEATH OR THROUGH ANY FOOTINGS, STEM WALLS, RETAINING-~WALLS~-= -~-·--&X6AVAfl0NS=AND~FINISH"~S-l:JRFA8ES-F0R-BIORETEN'flON··FA81LITIES AND
OR ROCKERIES. POROUS PAVEMENTS.
A SEPARATE SEWER/DRAINAGE SIDE SEWER PERMIT FROM THE AHJ IS
REQUIRED. AT THE TIME OF APPLYING FOR THIS PROJECT'S SIDE SEWER
PERMIT THE APPROVED AHJ PLAN COVER SHEET AND DRAINAGE CONTROL
PLAN SET MUST BE PRESENTED WITH PERMIT APPLICATION. ffi
13. PROVIDE FITIINGS, AS REQUIRED, TO CONNECT TO EXISTING UTILITIES IN
RIGHT-OF-WAY.
14. PROVIDE SWEEPING TEES OR WYES AT ALL PIPE TO PIPE CONNECTION
LOCATIONS.
15. ADJUST RIM ELEVATION OF CATCH BASINS, AREA DRAINS AND CLEANOUT
CASTINGS TO MATCH SURROUNDING GRADES, UNLESS OTHERWISE NOTED.
16. COORDINATE CONNECTION OF SANITARY SIDE SEWER WITH MECHANICAL
PLANS. PROVIDE FITIINGS AS REQUIRED TO MAKE CONNECTION.
CA/OC REVIEWER
•
2. WHERE AMENDED SOILS, BIORETENTION FACILITIES, POROUS PAVEMENTS,
AND OTHER INFILTRATION FACILITIES ARE INSTALLED, THESE AREAS MUST BE
PROTECTED AT ALL TIMES FROM BEING OVER COMPACTED. IF AREAS
BECOME COMPACTED, REMEDIATE AND TILL SOIL IN ACCORDANCE WITH
OWNER'S GEOTECHNICAL ENGINEER REPRESENTATIVE REQUIREMENTS AT NO
ADDITIONAL COST TO OWNER IN ORDER TO RESTORE INFILTRATION.
3. INSTALL FLOW DIVERSION MEASURES OUTSIDE OF THE CRITICAL ROOT ZONE
OF TREES TO BE PROTECTED. AT NO TIME SHALL CONSTRUCTION
STORMWATER BE DIRECTED TO TREES TO BE PROTECTED. CONSTRUCTION
STORMWATER SHALL NOT POND WITHIN A TREE'S CRITICAL ROOT ZONE.
1 PERMIT CORRECTIONS
DESIGN COMPANY
1205 SECOND AVE, SUITE 200
SEATTLE, WA 98101
T 206.223.'J3'.1G
F 206.223.012G
www .svnlesign.eom NO. REVISION BY
WATER SERVICE NOTES
1. ALL MATERIALS FOR WATER DISTRIBUTION SHALL BE NEW.
2. APPLY FOR AND PAY ALL FEES ASSOCIATED WITH OBTAINING NEW WATER
SERVICES. COORDINATE WITH CITY OF RENTON.
3. ALL WATER SERVICE PIPING ON PRIVATE PROPERTY MUST BE INSPECTED BY
CITY OF RENTON PRIOR TO BACKFILLING TRENCH.
4. COORDINATE CONNECTION OF FIRE AND WATER SERVICES WITH
ARCHITECTURAL PLANS. PROVIDE FITIINGS AS REQUIRED TO MAKE
CONNECTIONS.
5. FIRE SERVICE SIZING SHOWN ON PLAN FOR DISTRIBUTION LINE IS
PRELIMINARY. CONTRACTOR'S FIRE SPRINKLER DESIGNER TO DETERMINE
SIZING DISTRIBUTION FOR MAXIMUM FLOW. HORIZONTAL ALIGNMENT OF FIRE
SPRINKLER PIPING SHALL BE AS SHOWN ON PLAN.
NPDES/ECOLOGY PERMIT NOTES
1. THE CONTRACTOR SHALL APPLY FOR THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM AND STATE WASTE DISCHARGE GENERAL PERMIT FOR
STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY
(NPDES PERMIT) THROUGH WASHINGTON STATE DEPARTMENT OF ECOLOGY.
2. THE CONTRACTOR SHALL SUBMIT A NOTICE OF INTENT TO COMPLY WITH
ECOLOGY'S BMP'S IN ACCORDANCE WITH NPDES PERMIT. THE CONTRACTOR
SHALL ALSO PUBLISH A NOTICE ON TWO SEPARATE DAYS IN THE
NEWSPAPER WHICH HAS GENERAL CIRCULATION IN THE COUNTY IN WHICH
THE CONSTRUCTION IS TO TAKE PLACE. THE NOTICE MUST ANNOUNCE THAT
THE PROJECT IS SEEKING COVERAGE UNDER ECOLOGY'S GENERAL PERMIT.
PR -CONSTRUCTIO
PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE
AND ATIEND A PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF RENTON.
THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE OWNER'S PROFESSIONAL
ENGINEERING CONSULTANTS OF THE PRE-CONSTRUCTION MEETING TIME AND
LOCATION. IF A PRE-CONSTRUCTION MEETING IS NOT REQUIRED, A FIRST
GROUND DISTURBANCE MEETING WITH THE OWNER AND CONSULTANT DESIGN
TEAM IS REQUIRED PRIOR TO ANY CONSTRUCTION ACTIVITY.
HORIZONTAL AND VERTICAL CONTROL NOTES*
*PROVIDED BY BENCHMARK SURVEYING LLC
HORIZONTAL DATUM:
NAO 1983/91 UTILIZING CITY OR RENTON MONUMENTS NO. 58 AND 1843 ON NE
12TH ST.
VERTICAL DATUM:
NAVO 88 PER CITY OF RENTON CONTROL NETWORK
CONTROLLING BENCHMARK: CITY OF RENTON MONUMENT NO. 57:
3" BRASS DISC W/ "X" IN CASE AT INT. OF NE 12TH ST. & EDMONDS AVE. NE.
ELEVATION = 326.43' (99.496 METERS)+
BENCHMARKS:
SITE BENCHMARK NO. 1: FOUND & ACCEPTED PK NAIL AT THE INTERSECTION OF
KIRKLAND AVE. NE & NE 15TH ST. ELEVATION = 376.12
SITE BENCHMARK NO. 2: FOUND & ACCEPTED PK NAIL AT THE INTERSECTION OF
KIRKLAND V NE 16TH ST. ELEVATION = 379.91
ill
ELECTRONIC INFORMATION TRANSFER AGREEMENT (EITA)
AN AUTOCAD® 2010 FILE (IN 2D) WILL BE PROVIDED TO THE CONTRACTOR FOR
HORIZONTAL LAYOUT OF CIVIL UTILITIES (STORM, SEWER, AND WATER), GRADING
CONTOURS, STRIPING. LANDSCAPING. AND SPOT ELEVATIONS AND/OR PAVING
(WALKS, DRIVES. CURBS) SHOWN ON PLAN VIEW OF THESE SHEETS. PRIOR TO
RELEASE OF AUTOCAD FILE, CONTRACTOR WILL BE REQUIRED TO SIGN AN
ELECTRONIC INFORMATION TRANSFER AGREEMENT (EITA) FORM FROM SvR
DESIGN COMPANY. PLEASE NOTIFY PROJECT CONTACT AT SvR DESIGN COMPANY
AT (206) 223-0326 FOR A COPY OF THE EITA FORM.
07/11/13 SURVEYED; SCALE, BENCHMARK 'romCAL: NAVO 1988
AS NOTED HORIZONTAL: N.60 1983/1991 CITY DESIGNEO:
RM OF
RENTON DRAWN:
JZ
I ONE INCH I CHECKED: Planning/Building/Public PB AT FULL SCALE Works IF NOT ONE INCH
DATE APPR APPRO'w'EO; SCALE ACCORDINGLY
Dept.
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a:
0
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PLEASE CALL 811
3 Working Days
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RHA KIRKLAND AVENUE
TOWN HOMES
RENTON, WA 98056
NOTES
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t-1 ~ 1v1~1on
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DATIO
06/27/2013
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DESIGN COMPANY
1205 SECOND AVE. SUITE 200
SEATTLE, WA 98101
T 206.223.0326
F 206.223.0125
www.svrdcsig11.com
1
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AS NOTED HORIZONTl>L: NAD 1983/1991 ·~
..JI
ONE INCH
CITY OF
RENTON
AT FUU. SCALE Planning/Building/Public Works
IF NOT ONE INCH
SCALE ACCORDINGLY
Dept.
LEGEND
IXXXX'><1
X
->--'3> 3>-
[O 0 C\
@,---===--=--
NOTES
N
1 o· 5' 0 10'
Scale In Feet
PROPERTY LINE
PARCEL LINE
LIMITS OF WORK
STABILIZED CONSTRUCTION L1\
ENTRANCE ~
CONSTRUCTION FENCE
CATCH BASIN PROTECTION ~
STRAW WATTLE @
SAWCUT
ASPHALT REMOVAL
CONCRETE REMOVAL
REMOVE CURB
DEMOLISH ITEM
TREE PROTECTION
TREE PROTECTION
@cu
~
DEMOLISH UTILITY
INTERCEPTOR SWALE@
AVOID COMPACTION, SEE NOTE 1
PORTABLE STORAGE TANK WITH
TREATMENT SYSTEM
1. WHERE AMENDED SOILS, BIORETENTION FACILITIES,
POROUS PAVEMENT AND OTHER INFILTRATION
FACILITIES ARE INSTALLED, THESE AREAS MUST BE
PROTECTED AT ALL TIMES FROM BEING OVER
COMPACTED. IF AREAS BECOME COMPACTED,
REMEDIATE AND TILL SOIL IN ACCORDANCE WITH
OWNER'S GEOTECHNICAL ENGINEER
REPRESENTATIVE REQUIREMENTS AT NO ADDITIONAL
COST TO OWNER IN ORDER TO RESTORE
INFILTRATION. AVOID USE OF HEAVY EQUIPMENT IN
THESE ZONES. SEE ALSO NOTES ON SHEET G1 .2.
2. RETAIN ALL REMOVED TREES FOR CHIPPING TO BE
USED ON SITE.
20'
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RHA KIRKLAND AVENUE Plannm,J Division 06/27/2013
TOWN HOMES FlELOBOOK;
JUL 1 6 201.J PAGE: RENTON, WA 98056 DRAWING NO:
TESC AND DEMOLITION PLA~5J If['' C 1 . 1
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1205 SECOND AVE. SUITE 200
SEATTLE, WA 90101
T 206.223.0326
F 206.223.0 L2:.
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1 PERMIT CORRECTIONS 07 /11/13 SURVEYED, SCALE,
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NO. REVISION BY DATE APPR APPROVED:
--J -J .
AS NOTED
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VERTICAL.; NAVO 1988
HORIZONTAL: N.&D 1983/1991
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CITY OF
RENTON
Planning/Building/Public Works Dept.
LEGEND
--------
IXXXX:5<1
X
->--':>--,;>-
@-==--==-
NOTES
N
1 o· 5' 0 1 o'
Scale In Feet
PROPERTY LINE
PARCEL LINE
LIMITS OF WORK
STABILIZED CONSTRUCTION LJ'\
ENTRANCE \Qiy
CONSTRUCTION FENCE
CATCH BASIN PROTECTION @
STRAW WATTLE @
SAWCUT
ASPHALT REMOVAL
CONCRETE REMOVAL
REMOVE CURB
DEMOLISH ITEM
TREE PROTECTION ~
TREE PROTECTION @
DEMOLISH UTILITY
INTERCEPTOR SWALE @
AVOID COMPACTION, SEE NOTE
ORTABLE STORAGE TANK WITH
TREATMENT SYSTEM
1. WHERE AMENDED SOILS, BIORETENTION FACILITIES,
POROUS PAVEMENT AND OTHER INFILTRATION
FACILITIES ARE INSTALLED, THESE AREAS MUST BE
PROTECTED AT ALL TIMES FROM BEING OVER
COMPACTED. IF AREAS BECOME COMPACTED,
REMEDIATE AND TILL SOIL IN ACCORDANCE WITH
OWNER'S GEOTECHNICAL ENGINEER
REPRESENTATIVE REQUIREMENTS AT NO ADDITIONAL
COST TO OWNER IN ORDER TO RESTORE
INFILTRATION. AVOID USE OF HEAVY EQUIPMENT IN
THESE ZONES. SEE ALSO NOTES ON SHEET G1 .2.
2. RETAIN ALL REMOVED TREES FOR CHIPPING TO BE
USED ON SITE .
PLEASE CALL 811
3 Working Days
BEFORE YOU DIG
20'
(f) z
0 -r
0 w a: a:
0
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TOWN HOMES
., fJrrton OAre
Plannit,,J· LJ,,,·.. . 06/27/2013 ' vk,/Ori
FIELDBOOK;
RENTON, WA 98056 JUL 16 2013
PAGE:
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BENCHMARK
DESIGNED:
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LEGEND
N
5' 0 1 o' 20'
Scale In Feet
PROPERTY LINE
PARCEL LINE
LIMITS OF WORK
STABILIZED CONSTRUCTION ill
ENTRANCE V
CONSTRUCTION FENCE
CATCH BASIN PROTECTION @
STRAW WATTLE @
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TREE PROTECTION
TREE PROTECTION
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DEMOLISH UTILITY
INTERCEP_TOR SWALE @
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AVOID COMPACTION, SEE NOTE 1
TESC SUMP PUMP AND HOSE ffi ~
PORTABLE STORAGE TANK WITH f9\
TREATMENT SYSTEM V
NOTES
. 1 .
2.
WHERE AMENDED SOILS, BIORETENTION FACILITIES,
POROUS PAVEMENT AND OTHER INFILTRATION
FACILITIES ARE INSTALLED, THESE AREAS MUST BE
PROTECTED AT ALL TIMES FROM BEING OVER
COMPACTED. IF AREAS BECOME COMPACTED,
REMEDIATE AND TILL SOIL IN ACCORDANCE WITH
OWNER'S GEOTECHNICAL ENGINEER
REPRESENTATIVE REQUIREMENTS AT NO ADDITIONAL
COST TO OWNER IN ORDER TO RESTORE
INFILTRATION. AVOID USE OF HEAVY EQUIPMENT IN
THESE ZONES. SEE ALSO NOTES ON SHEET G1 .2.
RETAIN ALL REMOVED TREES FOR CHIPPING TO BE
USED ON SITE.
PLEASE CALL 811
3 Working Days
BEFORE YOU DIG
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TESC AND DEMOLmON PLAN fo s "
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2. SEE MECHANICAL PLANS FOR SIDE SEWER
CONNECTION TO BUILDINGS AND CLEANOUT
LOCATIONS.
3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM
BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION.
4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ.
5. SUBMIT PROPOSED PIV LOCATIONS TO COR FIRE
DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
6. CONTRACTOR SHALL INSTALL FINAL ASPHALT
RESTORATION OF ALL ROADWAY CUTS INCLUDING
TRENCHES FOR WATER SERVICE LINES AND WATER
METER INSTALLED BY CITY UTILITY MAINTENANCE
DEPARTMENT.
7. DOWNSPOUT DISCHARGE PIPE ENDS SHALL BE CUT
D1 .3
19 LF 12" SD @,
2% MIN
CONNECT TO
EXISTING MANHOLE
TO MATCH SLOPE OF BIORETENTION FACE. ENDS OF .... ___ _ __ _
'·
PIPES SHALL BE PROTECTED BY HAND PLACED :.::::c,,,,,:.,c,,,,.,,,.,.,-"-·:,:
COBBLES.
8. DISCHARGE FOOTING DRAINS TO NEAREST CATCH
BASIN.
9. SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR
j-, -.-. ' -I
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12" IE IN 374.38 (E)
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r
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TREE PROTECTION W \QD7
STORM DRAIN LINE
(SSD) SLOTIED STORM DRAIN LINE
TRENCH INFILTRATION SYSTEM (4\ u
CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 1
W/BEEHIVE GRATE
CATCH BASIN, TYPE 1
W/SOLID LOCKING LID
AND DOWNTURNED ELBOW
SANITARY SEWER CLEANOUT
SANITARY SEWER LINE
SIDE SEWER
WATER LINE
WATER SERVICE LINE
FIRE HYDRANT
HOSE BIB IN GROUND
HOSE BIB ABOVE GROUND
WATER METER,
WATER VALVE
WATER FITIINGS WITH
CONCRETE BLOCKING
PIV, SEE NOTE 5
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DESIGN COMPANY
1205 SECOND AVE. SUITE 200
SEATTLE, WA 98101
T 2{)6.223.0326
F 206.223.012:i
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f--'-~1 "'-t _____ P_E_RM_I_T _C_O_R_RE_C_T_IO_NS _____ +-----+-07.,__/_11,_/1-l3------l SUR'IEYEDBENCHMARK
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NO. REVISION f----------J BY DATE APPR APPROVED,
AS NOTED
ONE INCi-i I
AT FULL SCALE
IF NOT ONE !NCH
SCALE ACCORDINGLY
VERTICAL: NAVO 19'38
HORIZONTAL: NAO 1983/1991 CITY OF
RENTON
Planning/Building/Public Works Dept.
RHA KIRKLAND AVENUE
TOWN HOMES
RENTON, WA 98056
DRAINAGE AND UTILITY PLAN
I' --t Hentc ,r"' I I -l;111r,fnq 'J' . . 06 27 201 3
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DESIGN COMPANY
1205 SECOND AVE. SUITE 200
SEATTLE, WA 98101
T 20&.223.0826
F 206.223,012.i
·www.svrde~ign.1:om
PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M.
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1. SEE MECHANICAL PLANS FO A R SERVICE
CONNECTION AT BUILDINGS.
2. SEE MECHANICAL PLANS FOR SIDE SEWER
CONNECTION TO BUILDINGS AND CLEANOUT • 1>..1 LOCATIONS. L.D.
3. CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM
BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION .
4. CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ.
SUBMIT PROPOSED PIV LOCATIONS TO COR FIRE
DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
6. CONTRACTOR SHALL INSTALL FINAL ASPHALT
RESTORATION OF ALL ROADWAY CUTS INCLUDING
TRENCHES FOR WATER SERVICE LINES AND WATER
METER INSTALLED BY CITY UTILITY MAINTENANCE
DEPARTMENT .
7. DOWNSPOUT DISCHARGE PIPE ENDS SHALL BE CUT
TO MATCH SLOPE OF BIORETENTION FACE. ENDS OF
PIPES SHALL BE PROTECTED BY HAND PLACED
COBBLES.
8. DISCHARGE FOOTING DRAINS TO NEAREST CATCH
BASIN.
SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR
LIGHTIN
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~~ EX HYDRANT NE037. RETROFIT
----· .. ····-·· ---··---··n ....... ·-·-----·-··-··-·-·--"·
WITH 5 QUICK CONNECT STORZ
FITIINGS.
l--'-..,_11 ____ _:.P_::E:::.R:.::.Mc.:...IT_:C::.:O::.:R.'.2:RE::::C::cT:..::IO:::.N:::.S ____ -t __ f07'.L/.'..'11L/1:::3f---l'='=~o,~~~-j =AS NOTED I BENCHMARK
i----+----------------.J-----J---e-----1 DESIGNED: RM
DRAWN:
JZ
'---+----------------+---+--_.j-_.j CHECKED: I PB r,..=ea=ovrn=-,-----1 BY REVISION DATE APPR NO.
ONE INCH
A.T FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
.¥ 'i]"-.
/
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CITY OF
RENTON
Planning/Building/Public Works Dept.
LEGEND
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m
0
w
N
10· 5' 0 1 o·
Scale In Feet
RIGHT OF WAY
LIMITS OF WORK
20'
TREE PROTECTION FENCING ffi
a:s1~ TREE PROTECTION \QJJ7
STORM DRAIN LINE
(SSD) SLOTIED STORM DRAIN LINE
TRENCH INFILTRATION SYSTEM LU ~
CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 1
W/BEEHIVE GRATE
CATCH BASIN, TYPE 1
W/SOLID LOCKING LID
AND DOWNTURNED ELBOW
AREA DRAIN
STORM DRAIN MANHOLE
BURIED STORM DRAIN CLEANOUli W ~
SANITARY SEWER CLEANOUT
SANITARY SEWER LINE
SIDE SEWER
WATER LINE
WATER SERVICE LINE
FIRE HYDRANT
HOSE BIB IN GROUND
HOSE BIB ABOVE GROUND
WATER METER,
WATER VALVE
WATER FITIINGS WITH
CONCRETE BLOCKING
PIV, SEE NOTE 5
DDCVA
INLET /OUTLET PROTECTION ffi ~
PLEASE CALL 811
3 Working Days
BEFORE YOU DIG
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(J)
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RENTON, WA 98056 .!UL 16 2013
DRAINAGE AND UTILrrY PLAN
!Rf~ et;~ UW!§' ffJJ
PAGE:
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CONNECTION AT BUILDINGS.
SEE MECHANICAL PLANS FOR SIDE SEWER
CONNECTION TO BUILDINGS AND CLEANOUT
LOCATIONS.
CONTRACTOR TO VERIFY SIDE SEWER PIPE SIZE FROM
BUILDINGS WITH MECHANICAL PRIOR TO INSTALLATION.
CONTRACTOR TO HAND DIG UTILITIES IN TREE CRZ.
SUBMIT PROPOSED PIV LOCATIONS TO COR FIRE
DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
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8.
9.
DOWNSPOUT DISCHARGE PIPE ENDS SHALL BE CUT
TO MATCH SLOPE OF BIORETENTION FACE. ENDS OF
PIPES SHALL BE PROTECTED BY HAND PLACED
COBBLES.
DISCHARGE FOOTING DRAINS TO NEAREST CATCH
BASIN.
SEE ELECTRICAL AND ARCHITECTURAL PLANS
·. LIGHTING.
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NEW FIRE HYDRANT
SEMBLY
• DESIGN COMPANY
1205 SECOND AVE. SUITE 200
SEATTLE, WA 98101
T 206.223.0326
F 206.223.0125
www.svrdcsign . .com
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SURVEYED:
BENCHMARK
DESIGNED:
RM
DRAWN:
JZ
CHECKED:
PB
BY DATE APPR APPROVED:
.
.·fil '· '· -, ~,.Jf-.·'/ !
fil , . ;-u'
AS NOTED
ONE INCH
AT FULL SCALE
If NOT ONE INCH
SCALE ACCORDINGLY
. ·,
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VERTICAL.: 1'l'IVO 1988
HORIZONTAL: NAO 198J/1981
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CITY OF
RENTON
Planning/Building/Public Works Dept.
iii
1.!
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ii
11
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/
' ' ~
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LEGEND
--.. --==------
Dt---3
~---3
m
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& w
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10' 5' a 1 o·
Scale In Feet
RIGHT OF WAY
LIMITS OF WORK
20·
TREE PROTECTION FENCING (5\ ~
TREE PROTECTION W ~
STORM DRAIN LINE
(SSD) SLOTIED STORM DRAIN LINE
TRENCH INFILTRATION SYSTEM f4'\ ~
CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 1
W/BEEHIVE GRATE
CATCH BASIN, TYPE 1
W/SOLID LOCKING LID
AND DOWNTURNED ELBOW
AREA DRAIN
STORM DRAIN MANHOLE
BURIED STORM DRAIN CLEANOUll GI0
SANITARY SEWER CLEANOUT
SANITARY SEWER LINE
SIDE SEWER
WATER SERVICE LINE
FIRE HYDRANT
HOSE BIB IN GROUND
HOSE BIB -ABOVE GROUND
WATER METER, SIZE PER
WATER VALVE
WATER FITIINGS WITH
CONCRETE BLOCKING
PIV, SEE NOTE 5
DDCVA
··-' -.·.·-.+ "· -, -=,,,--.-= .. -... "'~( ,~~~ ··-~= ""
INLET/OUTLET PROTECTION ffi ~ l-o w a: a:
0
0
PLEASE CALL 811
3 Working Days
BEFORE YOU DIG
"'"'
1--~ a: w a..
RHA KIRKLAND AVENUE
TOWN HOMES
,. · " · r~nton
,'l.:1nniw, 01·v1·.,
d .-,,on 06/27/2013
FIELDElOOK:
RENTON, WA 98056 JUL 16 za13
PAGE:
DRAWING NO:
DRAINAGE AND UTILITY PLAN16i ,e fr'/, -~
!fl] ir.:;; ~ /If; D W' ~ £1)) SHEET:
C2.3
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PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M.
SITE PLANTING LEGEND
SYMBOL OT NWN EG <2' HT. BOTANICAL NAME COMMON NAME
OT NWN EG
OT NWN
ALL TREES/ SHRUBS/ PERENNIALS
STATE OF
WASHINGTON
REGISTERED ~--TCJT
BRICE MARYMAN
CERTFICATE NO. 1147
0
0
0
0
0
I+++++
I I I I I r
1-+++++
STATE OF
WASHINGTON
REGIS ED
LANDSCAP HI C
OT NWN
OT NWN
OT
OT
OT
OT
OT
DT NWN
OT
OT
OT
OT
DT NWN
OT
OT NWN
OT NWN
DT NWN
NWN
NWN
OT
GRASS MIX
OT
OT
EG
EG
SEG
EG
EG
EG
SEG
SEG
EG
EG
EG
EG
EG
SEG
EG
<2' HT.
<2' HT.
<2' HT.
<2' HT.
<2' HT.
<2' HT.
<2' HT.
<2' HT.
<2' HT.
<2' HT.
<2' HT.
BETULA JACQUEMONTII
PINUS CONTORTA V. CONTORTA
ACER CIRCINATUM 'PACIFIC FIRE'
CORNUS SANGUINIA 'CATO'
PINUS MUGO MUGO
CAMASSIA QUAMASH
FESTUCA GLAUCA 'ELIJAH BLUE'
HEUCHERA MICRANTHA 'PALACE PURPLE'
SESLERIA NITIDA
SEDUM SPATHULIFOLIUM 'RED RAVER'
RUDBECKIA FULDIGA 'GOLDSTRUM'
MAHONIA NERVOSA
GEUM FLORE £LENO 'BLAZING_SUNSET'
DRAGON'S BLOOD SEDUM 'FULDA GLOW'
ACHILLEA 'TERRA COTTA'
EUPHORBIA GRIFFITHII 'FIREGLOW'
RISES SANGUINEUM
ABELIA X GRANDIFLORA 'EDWARD GOUCHER'
GAULTHERIA SHALLON
ACER GRISEUM
POLYSTICHUM MUNITUM
VACCINIUM OVATUM
LONICERA PILEATA
GERANIUM MACRORRHIZUM 'BEVAN'S VARIETY'
VANCOUVERIA HEXANDRA
SEDUM REQUIENI
CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'
SCHIZACHYRIUM SCOPARIUM
JACQUEMONTII BIRCH
SHORE PINE
VINE MAPLE
ARCTIC SUN DOGWOOD
DWARF MUGO PINE
COMMON CAMAS
ELIJAH BLUE FESCUE
CORAL BELLS
NEST MOOR GRASS
RED RAVER SEDUM
BLACK-EYED SUSAN
OREGON GRAPE
BLAZING SUNSET AVENS_,
DRAGON'S BLOOD SEDUM
YARROW
FIRE GLOW SPURGE
RED FLOWERING CURRANT
EDWARD GOUCHER ABELIA
SALAL
PAPERBARK MAPLE
SWORD FERN
EVERGREEN HUCKLEBERRY
PRIVET HONEYSUCKLE
BEVAN'S VARIETY GERANIUM
INSIDE OUT FLOWER
MINIATURE STONECROP
FEATHER REED GRASS
LITTLE BLUE STEM
P-PATCH PLOTS. PLANT WITH CLOVER SEED AS COVER CROP.
• DESIGN COMPANY
1205 SECOND AVE. SUITE 200
SEATTLE, WA 98101
1 PERMIT CORRECTIONS
T 20&.22::UH26
F 206.223.012J
www.ovrdesign.com NO. REVISION BY
SIZE/ SPACING
2.5" CALIPER
8'-10' HT.
6'-10' HT.
5 GAL./ AS SHOWN
5 GAL./ AS SHOWN
QTY. DETAIL
3
9
12
23
23
6/D2.3
5/D2.3
6/D2.3
4/D2.3
4/D2.3
1 GAL./ 6" O.C. & 988 4/D2.3
1 GAL./ AS SHOWN 21 6 4 /D2.3
1 GAL./ AS SHOWN 50 4/D2.3
1 GAL./ AS SHOWN 223 4/02.3
1 GAL./ AS SHOWN 94 4/D2.3
1 GAL./ AS SHOWN 142 4/D2.3
COMMENTS
MULTI STEM
1 GAL./ AS SHOWN 18 4/D2.3
-··--.1-GAL/_AS Sf:LO.WN .& ... 89---.-4/D2.3
07/11/13
DATE
1 GAL./ AS SHOWN 33 4/D2.3
1 GAL./ AS SHOWN 34 4/02.3
1 GAL./ AS SHOWN 22 4/D2.3
2 GAL./ AS SHOWN
1 GAL./ AS SHOWN
1 GAL./ AS SHOWN
1" CAL./ AS SHOWN
1 GAL./ 30" O.C.
2 GAL./ AS SHOWN
2 GAL./ AS SHOWN
4" POTS / 12" O.C.
4" POTS / 12" O.C.
4" POT/ 12" O.C.
1 GAL./ 24" O.C.
1 GAL./ 24" O.C.
SURVEYED:
14 4/D2.3
& 7 4/D2.3 0 4/D2.3
& 7 4/D2.3
84/D2.3
13 4/D2.3
15
635
460 Lh§
SCA1£
297
297
4/D2.3
1 /D2.3
1 /D2.3
1 /D2.3
1 /D2.3
1 /D2.3
50% MIX
50% MIX
BENCHMARK
AS NOTED
VERTICAL: NA'JD 1986
HORIZONTAL: NAD 1 BB3/1991
DESIGNED:
RM
DRAWN:
JZ
CITY OF
RENTON
CHECKED;
PB
I ONE INCH I
AT FULL SCALE
IF NOT ONE INCH
SCM.E ACCORDINGLY
Planning/Building/Public Works Dept.
APPR APPROVED:
PLEASE CALL 811
3 Working Days
BEFORE YOU DIG
D/\1Eo
(I) z
0 -l-o w a: a:
0
0
1--~ a: w
0....
RHA KIRKLAND AVENUE
TOWN HOMES
RENTON, WA 98056
06/27/2013
FlEI..DBOOK:
PAGE:
DRAWING NO:
PLANTING LEGEND AND SCHEDULE 02.1
SHEET: OF:
w
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0
(t'
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8'
30" 1 2"
22" +/-18"
SIDEWALK 6"
I 2%
NTS
8' Bioretention at Tree Detail 1
LENGTH PER PLAN
NOTES:
SOLID WALL
PIPE MANIFOLD
CONNECTION FROM[""_
CATCH BASIN -
W/DOWNTURNED
ELBOW
1. TRENCH INFILTRATION SYSTEM
SHALL BE PER KING COUNTY
2009 SURFACE WATER DESIGN
MANUAL SECTION C.2.2.3.
SSD
(TYP)
--
(_) oz . :::;;;
<D
W PERVIOUS ~ co NCR ETE L ·_;. ::~ q_ ,q:J:::_. ,, '' /( ,' -\ . ' :r ' ',,
--, _cc: ,i'i.•-
3/ 4" -1-1 /2" WASHED DRAIN ) 0 (_] 1_] 0 :::-1
-----3
-----3
8" PERVIOUS CONCRETE
6" AGGREGATE DISCHARGE SUBBASE
AGGREGATE DISCHARGE SUBBASE
ADDITIONAL THICKNESS, VARIES. ---
6" SSD
N L ,,-,,( \'"7;,
ROCK <) u_ '-_' '~' --~
C• I-:; 0 (l _=1 --'-~
MODIFIED CONCRETE CURB & GUTTER
THROUGH JOINT (TYP.)
CONCRETE CURB &
GUTTER PER RENTON
STD PLAN F001 (TYP)
ROAD PAVEMENT
SECTION PER PLAN
Q.A/QC Rl:.V EWE~
I • 24" • I
SECTION A
DRAIN CURB CUT
NTS
Trench Infiltration System
PLANTING
PER
LANDSCAPE
PLANS
HAND
PLACED
COB~LES
'-(
' I
:~~~~~l':'~-~I ~~CURB
4
DOWELS
(TYP)
DESIGN COMPANY
1205 SECOND AVE. SUITE 200
SEATTLE, WA 98101
T 206.223.0326
F 206.223.0125
·www.svrdcsign.com
PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M.
MAX PONDING
6" -6" 10"±
SIDEWALK
COMPACTED -~
GRAVEL
ONE-MAN ROCK
BURY ROCK 1/3 DEEP
& SET ON COMPACTED
SUBGRADE TO PROVIDE
ADEQUATE BEARING
PRESSURE.
2%
2%
TOP OF CURB
GUTIERUNE~
DIRECTION OF
FLOW
' "-------
.1
8'
1. 12" 1" LIP
390
380
32"+
CONCRETE CURB
AND GUTTER PER
COP STD
18"
2%
18"
BIORETENTION
SOIL
NTS 2 8' Bioretention Detail
--PERVIOUS PAVEMENT (1\ ~
0
0 10 20 30
TOP OF CURB
GUTTER LINE
GUTTER SECTION
MONOLITHIC POUR
MODIFIED CONCRETE
CURB & GUTTER
PERMIT CORRECTIONS
6" 6" 6"
SECTION A-A
07/11/13
,---------TYPICAL GUTTER
ELEVATION
6"
~------CURB DOWELS 2 @ 6" O.C.
(SIMILAR TO COS 41 OC)
SURVEYED:
BENCHMARK
DROP AT GUTTER/
FACE OF CURB
NTS 7 Curb Cut Inlet
VERllCAL: NAVD 19ea
HORIZONTAL: NAD HIBl/1991 AS NOTED f----+-----------------t---+---+----DESIGNED: RM
DRAWN:
JZ
CHECKED: f----+-----------------+---+---+----PB
NO. REVISION BY DATE APPR APPROV£0:
ONE INCH
AT FULL SCAI.E
IF NOT ONE INCH
SCALE ACCORDINGLY
40
j
d
' ;, ,3' MIN., 2' MIN.
,SIDEWALK •
,,
,,
d
c ' . ' ' ~·.'.J
<D ~~ ~~
<D ~ ill ~
l{) 0 G)IRlE ~
N
2' 2:1 SWALE
BOTTOM -
i
~1
.,
d I d
' CURB AND GUTTER,
• d
~ ,:;,
~-INFILTRATION TRENCH (TYP) @
CHECK DAM ffi -~
.-· , •• ~ ---, r
50 60 70 80
~ 1:1 MAX --)---
ill
~1
d .
1_;'
90 100 -
d ' d
<D
I
N
2:1
,,
" ,;
'" . . ,,
NTS 3 Tree in Bioretention Detail
390
11 0
NTS
Permeable Concrete Parking Lot Section A
~-PERVIOUS PAVEMENT ffi ~
390 G@cHECK DAM 390
-·' •, _ _{ '.. ·,~ ·-.
~:; o'i-,,;_s,' -.......,:,:_. ·,.,;_,,,'-. ' .... , ~-. r-_7 ' '
380 0
INFILTRATION TRENCH @
370 ~----------------------------'-370
0 10 20 30 40 50 60
NTS 9 Permeable Concrete Parking Lot Section B
PLEASE CALL 811
3 Working Days
BEFORE YOU DI
DATE,
6
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0
r-
0 w a: a:
0
0
r--~ a: w
0..
CITY OF
RENTON
RHA KIRKLAND AVENUE
TOWN HOMES
06/27/2013
RENTON, WA 98056 JUL 16 i•m
flELDBOOK;
PAGE:
DRAWlNG NO:
Planning/Building/Public Works Dept. CML DETAILS AND SECT10N~6)'!;' ... 01.3
() l~ cc'§' I/ r"i/ :a, ,_.,,p 1-t;, D \' ,1 )
J ' :;;:::, l .
SHEEr: OF:
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_l_ ( -,
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0
0,:
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8" PERVIOUS C N RETE
6" AGGREGATE DISCHARGE SUBBASE
' '
' ''
PC GEOTEXTILE _____ ___,,
(BOTTOM AND SIDES)
PROTECT AND PREPARE
1" R (TYP)
--_J -=: -.·· -_.J ;..::;-·,
_. I I' .. · , _I I 1
'
_ -11 I
'
I I_::-I I J __:7
'--. _J--
_ I j·-
' ,-
• I I -I 11
C
_' i
I ,=-' ..
'
' --_J-'-.-
_I _ 1 ·-:-
1 I . I-=-
I -/ I_ I
3"
#4 VERTICAL @
18"± o.c.
SUBGRADE PER SPECIFICATIONS
NOTE:
#4 HORIZ @
12"± O.C. ~-PORTLAND CEMENT
CONCRETE BARRIER
CURB
1. DEPTHS SHOWN FOR PAVEMENT SECTION ARE COMPACTED DEPTHS.
OWNERS GEOTECHNICAL ENGINEER TO REVIEW SUBGRADE PREPARATION PRIOR
TO PLACEMENT OF PC GEOTEXTILE.
LOCATE CHECK DAMS PARALLEL TO CONTOURS AT EVERY ONE FOOT DROP IN
ELEVATION. SEE DETAIL 7 /D 1.2 FOR CHECK DAM DETAIL. NTS
6"
-_. ·-· ---·-
NOTES:
1. TOP OF CHECK DAM TO BE LEVEL ACROSS
LENGTH OF CHECK DAM.
2. LOCATE CHECK DAMS PARALLEL TO CONTOUR
AT EVERY ONE FOOT DROP IN ELEVATION.
PER PLANS PER PLANS
1 '
e e icular Pavement with Curb Barrier
PC CHECK DAM
PC GEOTEXTILE
NTS
Check Dam
.---,--5" PERVIOUS CONCRETE SIDEWALK (PC)
CROSS SLOPE 6" AGGREGATE DISCHARGE SUBBASE
1
4
PE!_£_LAN .,,-------· EXTEND PC SIDEWALK GEOTEXTILE ABOVE
---,--rr-1=-:""'/:c-:c::"='. :=: ~: .::;:_:::::;:::=~:=::"':::_-=-:_~~/::-: __ :-=_:T=::'": tr--PAVEMENT. AFTER PAVEMENT IS CURED AND
-c-_. '1 _ -·· -,_ .", '~ , .-, · ' --1 ADJACENT FINISHED GRADE IS STABILIZED, CUT
1 i--11 -I --I --. 11 '11-GEOTEXTILE AT FINISHED GRADE. (TYP.)
NOTES:
~--PC SIDEWALK GEOTEXTILE BOTTOM AND SIDES
PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04 T. 23 N., R. 05 E., W.M.
FINISHED GRADE
"
~ -----------"\~----
UT I LI TY LOCATE TAPE
c+---------+->1--------METAL CAP r~-----------#10 WIRE, (6) WRAPS MIN.,
CAP AT-~
TERMINAL
CLEAN OUTS
ONLY
1 MAN GRANITE BOULDERS.l
BOULDERS SHALL BE OF A
SIMILAR COLOR AND TYPE
COBBLES BETWEEN 2" AND -~
1 O" SIZE
2"-10" ___ ___/
COBBLES
FLOW
D
SEE NOTE 2
COMPACTED SUBGRADE SECTION A-A
COVER SPOILS MOUND WITH --------s.
BLACK 6 MIL PLASTIC SHEETING
PLACE EXCAVATION SPOILS ON
BLACK 6 MIL PLASTIC SHEETING
WITH SANDBAGS AND ROPE AS
NECESSARY
MOUND SPOILS TO ENSURE --~
POSITIVE RUNOFF
REQUIRED FOR MAGNETIC
LOCATION FINDER
45· BEND
~-WYE
SD
_.:.-~:.: ,_-' ,,
-r' , , s
-, ----~I --
---l
w w
U)
NOTE:
1. DOCUMENT LOCATION OF
CLEANOUT AND INVERT
ELEVATION AT CLEANOUT
ON AS-BUILTS.
NTS 2 Buried Cleanout
NOTES:
1. STAKE PROPOSED LOCATION
OF BOULDERS AND THEN
REVIEW WITH OWNER'S
LANDSCAPE CONSULTANT.
2. WHEN OUTLET CULVERT IS
PARALLEL TO CENTERLINE OF
SWALE:
Dc=3'
W=MATCH BOTTOM WIDTH
WHEN OUTLET CULVERT IS
PERPENDICULAR TO
CENTERLINE OF SWALE:
D=MATCH BOTTOM WIDTH
W=3'
SECTION B-B
5 NTS
Inlet/Outlet Protection
ANCHOR EDGES OF PLASTIC
SHEETING WITH STRAW
BALES SPACED 8' OC
1. WHERE PERVIOUS CONCRETE SIDEWALK
IS WITHIN THE CRITICAL ROOT ZONE
OF TREES TO SAVE, REDUCE
AGGREGATE DISCHARGE SUBBASE TO
~---COMPACT SUBGRADE TO 92%. SCARIFY TOP
SURFACE PRIOR TO PLACEMENT OF GEOTEXTILE
PER SPECS.
,,1,111,1111;
1' MIN
2 ". PERVIOUS CONCRETE (PC) SIDEWALK SECTION
2. DEPTHS SHOWN FOR PAVEMENT
SECTION ARE COMPACTED DEPTHS.
3. AT DRIVEWAYS THICKENED EDGE OF
SIDEWALK ON EACH SIDE OF
DRIVEWAY PER TRANSITION ABOVE.
OWNERS GEOTECHNICAL ENGINEER TO
REVIEW SUBGRADE PREPARATION
PRIOR TO PLACEMENT OF PC
GEOTEXTILE.
()A/QC REVIEWER
~-------SIDEWALK SECTION PER ABOVE
j~---SIDEWALK DEPTH AT DRIVEWAY
__ _ TO MATCH DRIVEWAY
1,-r---r=~=~= ~= .:,· =c.::=-;:-= .:c·: H-. _· _,_~' PAVEMENT DEPTH
, --' , I . ' ' 1-1--1-11-1-
' 2' ~-DRIVEWAY DEPTH PER PLAN
THICKENED
EDGE
SIDEWALK DEPTH TRANSITION AT DRIVEWAYS
NTS
erv1ous oncrete Walkway
DESIGN COMPANY
1205 SECOND AVE. SUITE 200
SEATTLE, WA 98101
T 206.223.0326
F 206.223.0125
ww,•l .svr<lesigu.cum
7
NOTES:
1. THE COVER SHALL BE MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES IN A
10-FOOT, MAXIMUM GRID. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH.
2. AT BASE OF STOCKPILE MOUND INSTALL INTERCEPTOR SWALES, WATTLES, PIPING AND/OR OTHER FLOW
DIVERSION AND ENERGY DISSIPATION MEASURES TO SAFELY REDIRECT RUNOFF FROM MOUND TO
SEDIMENT POND. RUNOFF FROM STOCKPILES SHALL UNDER NO CIRCUMSTANCES SHEET FLOW OR
DIRECT FLOW TO ECA, TO EXISTING TREES TO REMAIN, TO ADJACENT OFF-SITE PROPERTIES AND TO
NEW AND EXISTING FACILITIES TO REMAIN.
3. MAINTAIN CONTINUOUS PROTECTION OF STOCKPILES DURING RAIN EVENTS.
NTS 8 Excavation Spoils Erosion + Protection Barrier
PERMIT CORRECTIONS 07/11/13 SUR\IEYED:
BENCHMARK VERTICAL: NAVO 1968
HORIZONTAL; NAD 1983/1991 AS NOTED 1----4---------------+--t----t---l DESIGNED: RM
DRAWN:
JZ
CHECKED:
<------+-----------------t---1-----t-----1 PB
NO. REVISION i---------< BY DATE APPR APPROVED•
I ONE INCH I
AT FULL SCALE
IF Nm ONE INCH
SCALE ACCORDINGLY
VARIES (3' MIN.)
1 / 4" r SLOPED TO DRAIN SLOPED TO DRAIN
FINISH GRADE
1 / 4" MINUS -PER SPECS
4" BASE COURSE -PER SPECS
~-COMPACTED SUBGRADE
NOTES:
1. DEPTf;jS NOTED ARE COMPACTED DEPTHS.
1 8"
SECTION
II
LI
PAVEMENT
REBAR/ANCHOR PER _ ___,,
MANUFACTURER
1 "-2" COBBLES
ADJACENT
PARKING
FILTER FABRIC
BUILDING FOOTING.
SEE STRUCTURAL.
NTS 3 Crushed Rock Paving
~-PAVEMENT
~----WHEEL STOP PER
SPECIFICATIONS
NTS
Wheel Stops
1 "-2" COBBLES
METAL EDGING
~ FILTER FABRIC
BUILDING FOOTING.
SEE STRUCTURAL.
ADJACENT TO PAVING AREAS ADJACENT TO LANDSCAPE AREAS
9 NTS
Gravel Drain Strip
PLEASE CALL 811
3 Working Days
BEFORJ~. v,,q,u ... Y0 ,ont0n
' rrunn rlii,;,_,}__
, -,~ DATE:
6
Cf) z
0 -l-o w a: a:
0
()
I--~ a: w a..
CITY OF
RENTON
RHA KIRKLAND AVENUE
TOWN HOMES
RENTON, WA 98056
JUL 1 ii W/3
06/27/2013
FIB..DBOOK:
PAGE:
DRAWING NO:
Planning/Building/Public Works Dept. CML DETAILS D 1 .2
SHEET: OF:
w
::;,
<{ z
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0
O:'.
(L
R = 25' MIN --~
FILTER FABRIC UNDER
QUARRY SPALLS
4" -8" QUARRY SPALLS*
PLACE TOP AT SUBGRADE
IF POSSIBLE
NOTES:
1. CONSTRUCTION
STORMWATER RUNOFF
FROM ENTRANCE SHALL
BE DIVERTED TO ON-SITE
CONSTRUCTION
STORMWATER TREATMENT.
PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M.
DIRECTIONS FOR USE
• REMOVE DRAIN GRATE
• INSERT FILTER
• PLACE GRATE TO HOLD
SPECIFICATIONS
• FILTERS MINIMUM 24 INCHES DEEP
• CONSTRUCTED OF WOVEN POLYPROPYLENE
• ALL SEAMS DOUBLE-STITCHED
• PERMEABILITY -40 GALLON PER MINUTE PER SQUARE FOOT
• REUSABLE OR THROW-AWAY
OVERFLOW
(TO BYPASS
PEAK STORM
VOLUMES)
RETRIEVAL STRAP
z
2
PROVIDE FULL WIDTH OF-----------~
INGRESS/EGRESS AREA
2. PROVIDE PORTABLE WHEEL
WASH WHEN NEEDED TO
AVOID TRACKING OF
SEDIMENT OFFSITE. SEE
SPECIFICATIONS FOR
WHEEL WASH.
MAINTENANCE
• REMOVE WHEN FILLED TO HALF-WAY MARK (USE
FRONT LOADER OR OTHER EQUIPMENT FOR REMOVAL) *SPALLS SHALL NOT INCLUDE
ASPHALT (NEW OR RECYCLED)
AT ONE ELEVATION
FOR ENTIRE
LENGTH
1 NTS
Stabilized Construction Entrance • CLEAN AND RE-USE, OR REPLACE
CRITICAL ROOT ZONE (CRZ)
AS INDICATED BY DRIP LINE
SHOWN_ ON PLAN
TOP RAIL _ _,_
CONSTRUCTION
FENCING 11\'
I
(.'.)
I
co
NTS 2 Catch Basin Protection
TREE PROTECTION DURING CONSTRUCTION
SIX FOOT HIGH TEMPORARY CHAINLINK FENCE SHALL BE
PLACED AT CRITICAL ROOT ZONE (CRZ) OF TREE(S) TO BE
SAVED. FENCE SHALL COMPLETELY ENCIRCLE TREE(S)
UNLESS OTHERWISE INDICATED. INSTALL FENCE POSTS
USING PIER BLOCKS ONLY, AVOID DRIVING POSTS OR
STAKES INTO ROOTS.
NO STOCKPILING OF MATERIAL, VEHICULAR TRAFFIC OR
STORAGE OF EQUIPMENT OF MACHINERY SHALL BE ALLOWED
WITHIN THE CRZ REGARDLESS OF FENCE LOCATION.
WORK WITHIN CRZ SHALL BE MANUAL UNLESS OTHERWISE
INDICATED. IF TRENCHLINE OR OTHER WORK FALLS WITHIN
THE CRZ, CONTRACTOR SHALL REVIEW SPECIFICATIONS AND
COORDINATE WITH AUTHORITY HAVING JURISDICTION (AHJ) ___ __,_____. _ _,,__---"--"'W.-----------"=--'---o N P LAC EM ENT OF FENCE AND R EQU I REM ENTS.
NOTES:
1. INSTALL PER MANUFACTURER'S RECOMMENDATION.
2. BUD ENDS AGAINST EACH OTHER TO MAKE A
CONTINUOUS WADLE.
DRIPLINE
"x" "X" FEET MIN. RADIUS
CRITICAL ROOT ZONE (CRZ)
AS NOTED ON PLAN
2 ,,x2" -----'
CONSTRUCTION
FENCING -
STRAW WADLE
'-----INSTALL PARALLEL TO FINISHED
GRADE ALONG CONTOUR
TEMPORARY CHAINLINK FENCE-----'
AROUND PERIMETER OF THE
TREE'S CRZ. 5/8" WIRE ROPE
PROVIDE SECURE END
END OF WADLE ATTACHMENT AT CORNER.
NTS
Straw Wattle 4
EX. TREE TO BE PROTECTED
MULCH. (WOOD CHIPS)
4" -6" DEPTH. NO MULCH
WITHIN 2' OF TREE TRUNK.
GEO COIR FABRIC
WATER BARRELS ( 4) r CHAINLINK TREE PROTECTION
FENCING, SEE DETAIL ffi v
TREE PROTECTION NOTES:
1. WHERE DRIP LINE OF EXISTING TREE EXTENDS BEYOND THE CRZ,
PLACE TREE PROTECTION FENCING AT THE DRIP LINE.
2. WHERE SOIL ABATEMENT AND PLANTING SOIL REPLACEMENT
OCCURS WITHIN THE CRZ, NO MOTORIZED EQUIPMENT SHALL BE
ALLOWED ON UNPAVED SURFACES.
3. WHERE EXISTING PAVEMENT IS TO BE REMOVED WITHIN THE CRZ,
NO MOTORIZED EQUIPMENT SHALL BE ALLOWED ON UNPAVED
SURFACES. PLANTING SOIL AND MULCH SHALL BE PROVIDED
OVER EXCAVATED AREA. REPLACE TREE PROTECTION FENCING
AFTER OPERATIONS.
4. WHERE EXISTING FOUNDATION IS TO BE REMOVED WITHIN THE
CRZ, NO MOTORIZED EQUIPMENT SHALL BE ALLOWED ON
UNPAVED SURFACES. FILL VOID WITH APPROVED SOILS. REPLACE
TREE PROTECTION FENCE.
5. WHERE THE CRZ EXTENDS BEYOND THE PROPERTY LINE OR
BEYOND THE DEMOLITION LIMITS, PLACE TREE PROTECTION
FENCING UP TO AND ALONG PROPERTY LINE AND/OR LIMIT LINE.
6. TREE PROTECTION FENCING TO BE INPLACE BEFORE ANY
PHYSICAL WORK TAKES PLACE ON SITE.
7. WHEN WORKING WITHIN THE TREE'S PROTECTION CRITICAL ROOT
ZONE, AN ARBORIST SHALL BE PRESENT.
HAND DIG IN CRZ. RETAIN STRUCTURAL ROOTS (1 INCH OR
GREATER) ACROSS TRENCHES. TEMPORARILY COVEFr).I[ ___ ---
EXPOSED ROOTS WITH DAMP BURLAP TO PREVENT DRYING
AND COVER WITH SOIL AS SOON AS POSSIBLE (28 HOUR
MAX.) ROOTS OVER 1 INCH DAMAGED DURING
CONSTRUCTION SHALL HAVE A CLEAN, STRAIGHT CUT TO
REMOVE DAMAGED PORTION OF ROOT.
NTS 5 Tree Protection Requirements and Fencing
8 NTS
Tree Protection Detail
SURV£l'ED:
NOTES:
1. ALL TEMPORARY SWALES SHALL HAVE UNINTERRUPTED POSITIVE
GRADE.
2. DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE
CONVEYED TO A SEDIMENT TRAPPING DEVICE.
3. DIVERTED RUNOFF FROM AN UNDISTURBED AREA SHALL OUTLET
DIRECTLY INTO AN UNDISTURBED STABILIZED AREA AT
NON-EROSIVE VELOCITY.
4. ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER
OBJECTIONABLE MATERIAL SHALL BE REMOVED AND DISPOSED
OF SO AS NOT TO INTERFERE WITH THE PROPER FUNCTIONING
OF THE SWALE.
5. THE SWALE SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE,
AND CROSS SECTION AS REQUIRED TO MEET THE CRITERIA
SPECIFIED HEREIN AND BE FREE OF BANK PROJECTIONS OR
OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW.
6. FILLS SHALL BE COMPACTED BY EARTH MOVING EQUIPMENT.
7. ALL EARTH REMOVED AND NOT NEEDED ON CONSTRUCTION
SHALL BE PLACED SO THAT IT WILL NOT INTERFERE WITH THE
FUNCTIONING OF THE SWALE.
8. STABILIZATION SHALL BE AS PER THE CHART:
REQUIRED FLOW CHANNEL STABILIZATION
TYPE OF CHANNEL
EXISTING GROUND -~-
2(H):1 (V) OR FLADER
---
2' MIN. LEVEL
CROSS SECTION
0.5% OR STEEPER, SEE PLANS
FLOW FLOW
TREATMENT GRADE
1. 0.5-3.0%
2. 3.1-5.0%
3. 5.1-8.0%
A (5 AC OR LESS) OUTLET AS REQUIRED
SEED AND STRAW MULCH SEE ITEM 8
SEED AND STRAW MULCH
SEED WITH JUTE OR
PLAN VIEW STABILIZE
BODOM &
SIDE SLOPES
PER NOTE 8
EXCELSIOR; SOD
4. 8.1-20% LINED 4"-8" RIP-RAP
INTERCEPTOR SWALE
NOTES:
1. CHECK DAMS SHALL BE
CONSTRUCTED OF ROCK AND
SHALL BE PROVIDED WITH A
1' DEEP SUMP IMMEDIATELY
UPSTREAM.
SPACE SUCH THAT THE TOP OF THE DOWNSTREAM
DAM IS AT THE SAME ELEV. AS THE BODOM OF
THE UPSTREAM DAM
2. THE SPACING BETWEEN THE
ROCK DAMS SHALL BE PER
DETAIL BELOW OR MINIMUM
OF EVERY 50-FEET,
WHICHEVER IS MORE
FREQUENT GIVEN SLOPE OF
SWALE.
3. ROCK CHECK DAMS SHALL BE
CONSTRUCTED OF QUARRY
SPALLS, 4" MINUS. THE ROCK
MUSLBE.PLACED .. BY HAND
OR MECHANICAL PLACEMENT
(NO DUMPING OF ROCK TO
FORM DAM) TO ACHIEVE
COMPLETE COVERAGE OF THE
DITCH OR SWALE AND TO
ENSURE THAT THE CENTER
OF THE DAM IS LOWER THAN
THE EDGES.
ROCK CHECK DAM
UPSTREAM SUMP 1' SUMP
DAM ELEVATION
*SPALLS SHALL NOT INCLUDE
ASPHALT (NEW OR RECYCLED).
NTS
Interceptor Swale with Rock Check Dam
~----2:1 MAX. TRANSITION TO EX./PROPOSED
ROUGH GRADES (TYP.)
PORTABLE
TANK AND
PUMP SYSTEM
(SEE NOTE 3)
TO STORM
SYSTEM
NOTES:
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PUMP TO
TANK.
1. CONSTRUCT BY EXCAVATION AND BUILD BERMS AS NEEDED FOR SUMP
PUMP PIT.
2. REMOVE ACCUMULATED _SEDIMENT AS REQUIRED DURING CONSTRUCTION,
AND AT END OF PROJECT.
3. CONTRACTOR SHALL PROVIDE PORTABLE CHITOSAN FILTRATION TREATMENT
AS NEEDED TO MEET TESC WATER QUALITY REQUIREMENTS. THIS SHALL
BE DONE AT NO ADDITIONAL COST. CONTRACTOR SHALL SIZE PUMP,
PORTABLE CHITOSAN FILTRATION TREATMENT, TANKS, AND OTHER TESC
TREATMENT FACILITIES. CONTRACTOR SHALL DETERMINE LOCATION OF
TESC TREATMENT FACILITIES AND MAKE ADJUSTMENTS TO THE SYSTEM TO
RESPOND TO CONSTRUCTION SEQUENCING AND MEANS AND METHODS.
PLEASE CALL 811
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SANITARY SEWER CLEAN OUT
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FIRE HYDRANT
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WITH
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NOTES
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2. SEE SHEET D2.2 FOR ROW PLANTING.
3. HAND DIG PLANT PITS WITHIN CRZ OF TREES
TO REMAIN. ADJUST LOCATIONS SLIGHTLY IF
ROOTS OVER 1" ARE ENCOUNTERED.
4. ALL LANDSCAPE AREAS SHALL HAVE A
TEMPORARY IRRIGATION SYSTEM PER CITY OF
RENTON LANDSCAPE DEVELOPMENT
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HAND DIG PLANT PITS WITHIN CRZ OF TREES
TO REMAIN. ADJUST LOCATIONS SLIGHTLY IF
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ASPHALT PAVING
CONCRETE PAVING
PERVIOUS CONCRETE
CRUSHED ROCK
GRAVEL DRAIN
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ADA ROUTE OF TRAVEL
ADA SPOT ELEVATION
ELEVATIONS WITH SYMBOL *
DESIGNATE ADA/BARRIER FREE
GRADES. SLOPES SHALL NOT
EXCEED MAXIMUM DESIGNATED.
TOP OF WALL/GABION/CURB
BOTTOM OF WALL/GABION/CURB
TOP OF STAIR
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····-:::. ·--· ······
SIGN TABLE
(J) SIGN LOCATION MUTCD
1 NO OUTLET N 187908.80 W14-2 E 1307980.80
2 SCHOOL ZONE N 187880.18 S1-1
CROSSWALK ARROW E 1307966.55 W16-7P
3 ADA VAN ACCESSIBLE N 187850.03 R7-8
E 1 308085.84 R7-8P
STREET SIGNS SHALL BE INSTALLED PER RENTON STANDARD PLANS
CURB RETURN TABLE
'
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383.09*
\~63:03*
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BUILDINGS
FFE =
383.09
. 379.0
MATGl:{ EX
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FFE =
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PC LOCATION N/E
TOP OF CURB ELEVATION
PT LOCATION N/E R
62"47'58" 20' N 187909.34
E 1307975.00
CA/QC REVIEWER
PC
379.70
1/4 1/2 3/4 PT
379.58 379.46 379.33 379.21
• DESIGN COMPANY
1205 SECOND AVE. SUITE 200
SEATTLE, WA 98101
T 206.22:1.0326
F 206.223.012;:i
www ,svrdesign.com
N 187891.78
E 1307963.78
1 PERMIT CORRECTIONS
:1.)
/!'
·, _/.-
07/11/13
/
SURVEYED:
BENCHMARK
f---+----------------------+----+---+-----< DESIGNED: RM
DRAWN:
JZ
CHECKED: l----+----------------------+----+---1------, PB
NO. REVISION BY DATE APPR APPROVED:
____ J
AS NOTED
ONE INCH
AT FULL SCAI....E
IF NOT ONE INCH
SCALE ACCORDINGLY
378.60
. ~ ..
.... ':C. -·------· .. ··--······-·-·---
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VERTICAL: NAVO 1988
HORIZONTAL: NAO 1983/1991
r
I
378.20
378.26
f '
[
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CITY OF
RENTON
Planning/Building/Public Works Dept.
LEGEND
N
1 o' 5' 0 1 O'
Scale In Feet
RIGHT OF WAY
LIMITS OF WORK
TREE PROTECTION FENCE (5\ v
TREE PROTECTION W v
ASPHALT PAVING
CONCRETE PAVING
PERVIOUS CONCRETE WALKWAY'----'
CRUSHED ROCK PAVING Q0
GRAVEL DRAIN
MULCH
CONCRETE CURB AND GUTIER,
RENTON STANDARD PLAN F001
WHEEL STOP W
'-...'.._/.,_/.._/.._,,..._,,.'-'"'-'"'-'"'-'".._,,.'---"~
TW,TG,TC
BW,BG,BC
TS
BS
NOTES
VERTICAL CURB
PAINT STRIPE
ADA SIGN
ADA STRIPING
SPOT ELEVATION
ADA ROUTE OF TRAVEL
ADA SPOT ELEVATION
ELEVATIONS WITH SYMBOL *
DESIGNATE ADA/BARRIER FREE
GRADES. SLOPES SHALL NOT
EXCEED MAXIMUM DESIGNATED.
TOP OF WALL/GABION/CURB
BOTIOM OF WALL/GABION/CURB
TOP OF STAIR
BOTIOM OF STAIR
HANDRAIL, SEE NOTE
CHECK DAM ffi ~
1. SEE ARCHITECTURAL PLANS FOR SITE STAIRS,
RAMPS AND HANDRAIL DETAILS.
PLEASE CALL 811
3 Working Days
BEFORE YOU DIG
AHA KIRKLAND AVENUE
TOWN HOMES
PAGE:
20'
en z
0 -r-
0 w a: a:
0
0
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0..
RENTON, WA 98056 JUL 16 2013 DRAWING NO:
GRADING AND PAVING PLAN {flfrslC-'"fi:':
ff;; ~ ~ u W'. It"' Ir~ Lt;; 1{); SHEET:
C3.2
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378.62
378.12
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378.62
378.62
378.12
378.12
378
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PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M.
Li c:; ------1 \ ··1
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6. R PC LOCATION N/E
90·15'54" 20' N 187657.97
E 1307958.91
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MATCH EX
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ADD/ALT -FULL
WIDTH ROW
ASPHALT GRINDING
AND OVERLAY PER
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RAMP TYPE 3j
1
PER COR
STANDARD PLAr F012-,~
.-,·
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SIGN TABLE
(j) SIGN LOCATION MUTCD
SCHOOL ZONE N 187660.46 S1 -1 1 CROSSWALK AND
AHEAD E 1307962. 11 W16-9P
2 STOP N 187641.44 R1 -1 E 130797 4.41
STREET SIGNS SHALL BE INSTALLED PER RENTON STANDARD PLANS
1 PERMIT CORRECTIONS 07/11/13 BENCHMARK VERTICAL.: W.VD 1 i88
HORIZONTAL: NAO 1ea:S/le91 CITY OF
RENTON
DESIGN COMPANY
1205 SECOND AVE. SUITE 200
SEATTLE, WA 98101
T Z06.22:l.0326
f ZOG.223,0125
·www. svrde s ig 11, t:01n NO. REVISION BY DATE APPR
DESIGNED:
RM
DRAWN:
JZ
CHECKED:
PB
APPR0\/£0:
AS NOTED
ONE INCH
AT FULL SCM.£
IF NOT ONE INCH
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
LEGEND
[
309
/xxx.xx
X
TW,TG,TC
BW,BG,BC
TS
BS
NOTES
N
1 o· 5' 0 1 o·
Scale In Feet
RIGHT OF WAY
LIMITS OF WORK
TREE PROTECTION FENCE W @ \QDJ
TREE PROTECTION
1
ASPHALT PAVING
CONCRETE PAVING
PERVIOUS CONCRETE WALKWAY<-------1
CRUSHED ROCK PAVING CJ'\ ~
GRAVEL DRAIN
MULCH
CONCRETE CURB AND GUTTER,
RENTON STANDARD PLAN F001
WHEEL STOP ffi ~
VERTICAL CURB
PAINT STRIPE
ADA SIGN
ADA STRIPING
ROCKERY
CONTOURS
SPOT ELEVATION
ADA ROUTE OF TRAVEL
ADA SPOT ELEVATION
ELEVATIONS WITH SYMBOL *
DESIGNATE ADA/BARRIER FREE
GRADES. SLOPES SHALL NOT
EXCEED MAXIMUM DESIGNATED.
TOP OF WALL/GABION/CURB
BOTTOM OF WALL/GABION/CURB
TOP OF STAIR
BOTTOM OF STAIR
HANDRAIL, SEE NOTE 1
CHECK DAM 0\ ~
1. SEE ARCHITECTURAL PLANS FOR SITE STAIRS,
RAMPS AND HANDRAIL DETAILS.
PLEASE CALL 811
3 Working Days
BEFORE YOU DIG
20·
Cf)
z
0
l-o w a: a:
0
0
I--~ a: w
(L
RHA KIRKLAND AVENUE
TOWN HOMES
RENTON, WA 98056
-. f Heri' DA1E
P12,inino Div; }0 ·i 06/27/2013
Ston FlELOBOOK:
JUL .1 6 2013
PAGE:
DRAWING NO:
GRADING AND PAVING PLAN C3.1
SHEEr: DF:
~
Cl...
m
CJ u;
N
D
C
B
A
,-----------------------------------2 ______________________ __:3 _______________________ ~4 ________________ _,_ _____ _.,5 ___________ ~
LUMINAIRE SCHEDULE
I Type/Count · Description
WLE1 SURFACE MOUNTED LED WALL PACK,
LABELLED FOR WET LOCATIONS.
PLE1 POLE MOUNTED LED WMINAIRE,
POLE SHALL BE 18' WITH CONCRETE REINFORCED SONOTUBE FORMED BASE EXTENDING
PLE2
24' ABOVE GRADE. PROVIDE ONE OR lWO LUMINAIRES AS REQUIRED TO OBTAIN REQUIRED ILLUMINATION.
LUMINAIRE SHALL BE FULL CUT-OFF WITH DISTRIBUTION 1YPE AS REQUIRED FOR AREA TO BE ILLUMINATED
POLE MOUNTED PEDESTRIAN LUMINAIRE
POLE TOP MOUNTED LUMINAIRE FOR AREA AND STAIR ILLUMINATION. DISTRIBUTION PATTERN SHALL BE 1YPE V.
MOUNT ON REINFORCED SONOTUBE FORMED CONCRETE BASE.
BLE1 LED BOLLARD LUMINAIRE
48' HIGH ROUND OR SQUARE LIGHTING BOLLARD.
SCHEDULE GENERAL NOTES:
i A. ALL FIXTURES USED IN RESIDENCES SHALL BE ENERGY STAR.
SCHEDULE NOTES:
1. EC SHALL DETERMINE FINAL WATTAGE REQUIRED TO MEET ILLUMINATION CRITERIA
2. PROVIDE PHOTOCELL PER ENERGY CODE.
2
l.<Jmp Type iwATIS/VAI Manufacturer Information j Schedule Special
. Notes Submittols
LED 40W
i
i
LED 70W
LED 50W
LED 10W
3
GENERAL NOTES
THE FOLLQWJNG GENERAL NOTES APPLY JO ALL DRAWINGS
1. ITEMS NOTED AS '1YPICAL' ON ANY DRAWING REFERS TO ALL
DRAWINGS.
2. PROVIDE NYLON PULL STRING IN ALL EMPTY RACEWAYS.
3. NO STRUCTURAL MEMBERS SHALL BE CUT OR ALTERED WITHOUT PRIOR
APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER.
4. RACEWAYS MAY BE RUN IN FLOOR SLABS BASED ON PRIOR APPROVAL
BY ARCHITECT AND ENGINEER.
5. RACEWAYS MAY BE RUN UNDER THE SLAB AT SLAB ON GRADE
LOCATIONS.
6. ALL WIRING IN FINISHED SPACES SHALL BE CONCEALED.
7. SEAL ALL PENETRATIONS IN RATED FLOORS AND CEILINGS WITH A UL
APPROVED FIRE STOP SYSTEM.
8. PROVIDE A COMPLETE DESIGN-BUIUD PATHWAY SYSTEM FOR ALL low
VOLTAGE SYSTEMS WIRING, SEE SPECIFICATIONS. QUANTITY AND SIZE
OF RACEWAYS SHOWN ON SPECIAL SYSTEMS PLANS ARE THE MINIMUM
TO BE PROVIDED. CONTRACTOR SHALL PROVIDE ALL RACEWAYS AS
REQUIRED.
9. ALL EQUIPMENT, LUMINAIRES, RACEWAYS, DEVICES, ETC. SHALL BE UL
LISTED.
10. MOUNT ALL ABOVE COUNTERS DEVICES 4' ABOVE BACKSPLASH OR 6'
ABOVE COUNTERS WITH NO BACKSPLASH.
11. WHERE A CONFLICT EXISTS THE MOST EXPENSIVE OPTION SHALL
GOVERN.
SITE PLANS
THE FOLLOWING GENERAL NOTES APPLY TO ALL SITE PLAN DRAWINGS
1. COORDINATE ROUTING OF UNDERGROUND RACEWAYS WITH ALL NEW AND
EXISTING UTILITIES. REFER TO CIVIL DRAWINGS.
2. CONTRACT WITH A LOCAfOR SERVICE TO MARK THE LOCATION OF ALL
EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION.
3. ALL SITE LIGHTING RACEWAYS SHALL BE 1' C. U.O.N.
4. ROUTE ALL SITE LIGHTING CIRCUITS VIA LIGHTING CONTROL PANEL
EXTERIOR LIGHTING CONTROLS SHALL COMPLY WITH STATE ENERGY CODE.
5. PROVIDE ALL REQUIRED CUTT1NG, PATCHING, EXCAVATION, COMPACTION,
AND PATCHING FOR INSTALLATION OF UNDERGROUND RACEWAYS AND
UTILITY SERVICES.
6. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND EASEMENTS.
ONE-LINE DIAGRAM
1. PROVIDE PULL BOXES AS REQUIRED BY THE NEC.
2.
3.
4.
EQUIPMENT SHORT CIRCUIT RATING (AIC) SHALL EXCEED THE AVAILABLE FAULT
CURRENT AT THEIR LOCATIONS. ELECTRICAL CONTRACTOR SHALL DETERMINE
AVAILABLE FAULT CURRENT.
THE ONE-LINE DIAGRAM IS DIAGRAMMATIC AND DOES NOT SHOW THE ACTUAL
ROUTING OF THE RACEWAYS.
ALL CIRCUIT SERVING HID LIGHTING SHALL BE HID RATED.
BRANCH CIRCUIT WIRING
THE FOLLOWING GENERAL NOTES APPLY TO ALL DRAWINGS
1. IN GENERAL ONLY CIRCUIT NUMBERS HAVE BEEN SHOWN ON THE
DRAWINGS. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED RACEWAYS AND
WIRING.
2. SHOW ALL WIRING ON AS-BUILT DRAWINGS.
3. GENERAL:
3.1. HOMERUNS GREATER THAN 75 FEET TO THE FIRST DEVICE SHALL BE
NO. 10 AWG.
4. LIGHTING:
4.1. PROVIDE CONDUCTORS AS REQUIRED TO PROVIDE CIRCUmNG AND
SWITCHING DUTY AS SHOWN ON THE DRAWINGS.
5. POWER:
5.1. PROVIDE CONDUCTORS AS REQUIRED TO PROVIDE CIRCUmNG SHOWN.
5.2. FOR OTHER THAN 15 OR 20 AMP SINGLE PHASE RECEPTACLE BRANCH
CIRCUITS PROVIDE A DEDICATED HOMERUN TO THE PANEL
5.3. FOR 30 AMP BRANCH CIRCUITS PROVIDE #10 AWG CONDUCTORS.
5.4. FOR ALL CIRCUIT GROUPS WITH SHARED NEUTRALS PROVIDE CIRCUIT
WITH MECHANICAL HANDLE TIES.
5.5. CIRCUITS CONNECTED TO ARC FAULT CIRCUIT INTERRUPTER BREAKER
SHALL NOT SHARE NEUTRALS.
6. MECHANICAL EQUIPMENT: PROVIDE RACEWAYS AND WIRING AS SHOWN ON
THE MECHANICAL EQUIPMENT CONNECTION SCHEDULE.
4
LIGHTING PLANS
THE FOLLOWING GENERAL NOTES APPLY TO ALL LIGHTING PLAN DRAWINGS
1. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT
LOCATION OF FIXTURES.
2. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATIONS OF
EXTERIOR .FIXTURES.
( 3. ROUTE ALL EXTERIOR LIGHTING CIRCUITS VIA LIGHTING CONTROL PANEL M WITH PHOTOCELL AND ASTRONOMIC TIME CLOCK.
l 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATE LIGHTING
( •.. ·. ~N~ ?O~ROLS .To. M.E~JN~~;,~~~~0CJJ-dt,st4~
POWER PLANS
THE FOLLOWING GENERAL NOTES APPLY TO ALL POWER PLAN DRAWINGS
1. PRIOR TO ORDERING EQUIPMENT AND ROUGH-IN, COORDINATE WITH THE
MECHANICAL SUBMITTALS TO CONFIRM THE ACTUAL LOAD AND
OVERCURRENT PROTECTION REQUIREMENTS FOR EACH PIECE OF
EQUIPMENT.
2. REFER TO MECHANICAL DRAWINGS FOR FINAL EQUIPMENT RATINGS AND
FEEDER SIZES.
3. PROVIDE DISCONNECT SWITCH OR COMBINATION STARTER FOR EACH
PIECE OF EQUIPMENT AS SHOWN ON MECHANICAL EQUIPMENT
CONNECTION SCHEDULE.
4. PRIOR TO ROUGH-IN OF ALL EQUIPMENT SPECIFIED BY OTHER
DMSIONS, COORDINATE WITH THE EQUIPMENT MANUFACTURER TO
ESTABLISH ALL REQUIREMENTS FOR EACH PIECE OF EQUIPMENT.
5. ALL EXTERIOR RECEPTACLES SHALL BE WP /GFI.
6. ALL EXTERIOR DISCONNECTS/STARTERS SHALL BE NEMA 3R.
7. ALL HOMERUNS OVER 75' SHALL BE #10 AWG MINIMUM.
8. FEEDER ROUTING, WHEN SHOWN, IS APPROXIMATE. FINAL ROUTE,
INCLUDING REQUIRED PULL BOXES, SHALL BE DETERMINED BY
CONTRACTOR.
9. ALL RECEPTACLES WITHIN 6 FEET OF A SINK SHALL BE GFI TYPE.
EQUIPMENT CONNECTIONS
1. VERIFY ELECTRICAL REQUIREMENTS WITH MANUFACTURER SHOP DRAWINGS
PRIOR TO ROUGH-IN.
2. INSTALL AND WIRE EQUIPMENT PER MANUFACTURER SHOP DRAWINGS.
3. . PROVIDE ALL RACEWAYS, WIRING AND ANCILLARY EQUIPMENT AS SHOWN
ON MANlifAC'TURER-SHOl'"DRAWING~. · ·•
4. PROVIDE HARDWIRED CONNECTION, RECEPTACLE OR FUSED DISCONNECT
SWITCH AS SHOWN ON MANUFACTURER SHOP DRAWINGS.
SYSTEMS PLANS
THE FOLLOWING GENERAL NOTES APPLY JO ALL SPECIAL SYSTEMS PLAN DRAWINGS
1. MINIMUM RACEWAY SIZE WHERE REQUIRED SHALL BE 3/4" FOR ALL SYSTEMS.
2. ALL SYSTEMS MAY BE RUN UTILIZING OPEN WIRING METHOD ABOVE ACCESSIBLE
CEILINGS. PROVIDE RACEWAYS FOR WIRING INSTALLED IN WALLS, ABOVE
INACCESSIBLE CEILING, WHERE EXPOSED OR WHERE SUBJECT TO PHYSICAL
DAMAGE. RACEWAY FILL SHALL NOT EXCEED 40%.
3. FIRE ALARM SYSTEM WIRING MAY BE RUN OPEN TO THE EXTENT ALLOWED BY
CODE AUTHORITY.
4. PROVIDE FA CONNECTION TO FIRE SPRINKLER TAMPER, FLOW, AND PRESSURE
SWITCHES. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS.
5
•COFFMAN
~N G I N E E R S
1601 Fifth Avenue, Suite 900
Seattle, WA 98101-1625
ph 206.623.0717
fax 206.624.3775
coffman.com
LASTING creativity I results I relationships
D
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---sc1i .. em-a ta
workshop
architect
Schemata Workshop, Inc.
l /ZU 1 Zth Avenue
Seattle, WA 98122
CONTACT: GRACE KIM, AIA
V (206) 285.1589
f (206) 285.2701
www.schemataworkshop.com
owner
RENTON HOUSING AUTHORITY
Z8UU Ne, lUth :i I Hee I
RENTON WA 98056-0316
CONTACT: MARK GROPPER
V (425) 226.1850 X223
KIRKLAND AVE.
TOWN HOMES
1508 KIRKLAND AVENUE NE
1518 KIRKLAND AVENUE NE
3017NE16THST
RENTON, WA 98056
PRINT DATE 06/27 /13
REVISION SCHEDULE
··--." ~----·--·"·' -.--------·'>"'-·"""·-
OATE DESCRIPTION .· ... , ... ,,......... ...... .. ···················· ......... --· -··
07/11/13 PERMIT CORRECTIONS
PROJECT ISSUE OATES
ISSUE FOR PERMIT
ISSUE FOR BID
PROJECT: 1110
Author: JGJ
Checker: JGJ
15 FEBRUARY 2013
27 JUNE 2013
GENERAL NQJ~~ilenton
Planning Division
.JUL 1 6 2013
Copyright Schemata Workshop, Inc.
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IE 6"C(NW)=373.5
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IE 12"C?(E)=368.9
IE 12"C?(S)=368.7
30'
r,
I I
I I
I I
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I I
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I I
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\
CB RIM=375.54
IE 6"C=374.1
'
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I,
~ CB RIM=374.71
IE 6"C(NW)=372.8
I
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~ \
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ASPHALT
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SSMH RIM=375.99
IE 8"C(E)=362.5
IE 12"C? CHAN=362.1
CONC. WALK
LEGEND
D<I
-6-
EE
WATER VALVE
HYDRANT
®@
D
-0-
E--
!£i:l
WATER METER
MANHOLES (SS/SD)
CB
POWER/UTILITY POLE
GUY ANCHOR
SECTION
04-23N-05E
[EJ [I]
CPM
POWER TRANSFORMER
POWER/TELEPHONE VAULT
POWER METER
D TELEPHONE/TV RISER
W GAS VALVE
GAS METER
UTILITY POLE W/ STREET LIGHT
LUMINAIRE
X
_n_
SPOT ELEVATION
SIGN
MAILBOX
ROCKERY
CONIFEROUS TREE C:CC0~--
1
I
(W/ APPROXIMATE DRIP LINE)
DECIDUOUS TREE
(W/ APPROXIMATE DRIP LINE)
MONUMENT (AS NOTED)
SET 5/8" IRON BAR W/ PLASTIC CAP PLS#33127
SET PK NAIL OR TACK IN LEAD W/ WASHER PLS#33127
M. OR MEAS.: MEASURED DIMENSION
R. OR REC.: INDICATES RECORD DIMENSION
C. OR CALC.: INDICATES A CALCULATED DIMENSION
PRORATED PLAT PER MEASURMENTS MADE.
------'W------
------SS------
------SD------
------G------
------UP------------UT------
------uw------
------P------
------OHL------
----0 ---0 ----
NOTES:
CENTER LINES
PROPERTY LINES
RIGHT-OF-WAY LINES
LOT LINES
DITCH LINE
FLOW LINE
WATER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
GAS LINE
UNDERGROUND POWER LINES
UNDERGROUND TELEPHONE LINES
UNDERGROUND CABLE TV LINES
OVERHEAD POWER LINES
OVERHEAD UTILITY LINES
CHAIN LINK FENCE
HORIZONTAL DATUM: NAD 1983/91 UTILIZING CITY OR RENTON MONUMENTS NO. 58
AND 1843 ON NE 12TH ST.
VERTICAL DATUM: NAVD 88 PER CITY OF RENTON CONTROL NETWORK
CONTROLLING BENCHAMRK: CITY OF RENTON MONUMENT NO. 57:
3" BRASS DISC W/ "X" IN CASE AT INT. OF NE 12TH ST. & EDMONDS
ELEVATION -325.43' (99.495 METERS)+
AVE. NE.
SITE BENCHMARK NO. 1: FOUND & ACCEPTED PK NAIL AT THE INTERSECTION OF
KIRKLAND AVE. NE & NE 15TH ST. ELEVATION = 376.12
SITE BENCHMARK NO. 2: FOUND & ACCEPTED PK NAIL AT THE INTERSECTION OF
KIRKLAND AVE. NE & NE 16TH ST. ELEVATION = 379.91
SITE AREA: 33,665 SQUARE FEET, OR 0. 772 ACRES
THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON
BASED ON FIELD OBSERVATIONS TAKEN IN JUNE 2012, UNLESS OTHERWISE
INDICATED.
ARE
WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING
EQUIPMENT AND PROCEDURES: (A) LEICA TCA1103 5" ELECTRONIC TOTAL STATION,
MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100.
(B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C.
332-130-090 ..
THIS TOPOGRAPHIC SURVEY DRAWING PRESENTS SURFACE FEATURES LOCATED
DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON
ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND BENCHMARK
SURVEYING LLC DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THE
ACCURACY OR COMPLETENESS. ALL PARTIES UTILIZING THIS SURVEY SHALL VERIFY
EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION.
CALL FOR LOCATE: UTILITY LOCATION SERVICE: 1-800-424-5555.
RECORD LEGAL DESCRIPTIONS:
LOT(S) 1, BLOCK 7, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 57 OF PLATS, PAGE(S) 92 THROUGH 98, IN KING COUNTY,
WASHINGTON;
TDGHETHER WITH AN EASEMENT FOR DRIVEWAY PURPOSES AS ESTABLISHED BY INSTRUMENT
RECORDED UNDER RECORDING NUMBER 9204070551.
PER WASHINGTON TITLE CO REPORT NO. R24B773-2 DATED JULY 27, 2001.
LOT 4, BLOCK 7, CORRECTED PLAT, RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, INCLUSIVE, IN KING
COUNTY, WASHINGTON.
PER CHICAGO TITLE INSURANCE COMPANY ORDER NO. 001074120 DATED JANUARY 31, 2003.
LDT 2, BLOCK 7, CORRECTED PLAT OF RENTON HIGHLAND NO. 2, ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 57 OF PLATS, PAGE(S) 92 THROUGH 98, INCLUSIVE, IN KING
COUNTY, WASHINGTON.
PER CHICAGO TITLE INSURANCE COMPANY ORDER NO. 1128834 DATED FEBRUARY 4, 2004.
GRAPHIC SCALE
2-~--------------·--'10--~210
( IN FEET )
I inch = 20 ft.
Cit
inPROJECT NO. DATE 7 /02/12
1" = 20·
BOUNDARY & TOPOGRAPHIC SURVE3o/1ing Divis
SCALE
FOR RHA2012.01
w!ww'i!ei DRAWN JD RENTON HOUSING AUTHORITY
:.E ;:!: ::i: <( .....I
EVERETT, WA98208 SURVEY TEAM JD
EVERETT KIRKLAND FIELD BOOK J2
FEB 1 9 zon
~ i; ~; ~ XXX XXX SYM REVISION DATE BY APP'D LOTS 1 , 2, & 3, BLOCK 7, RENTON HIGHLANDS No. [¥1j[E('C:[~J~J' ~lt5JEET_~1 _OF 1
~5~~~~._ ________ ... ...;..:.:;.:.., ______________ ;:,,;:~------------""'----------..1----------------------------------------.a..-----------------------------------... -----------..a-----------------------------------------..1-------------..1 SURVEYING p. 206.396.6252 p. 206.396.3199 DWG FILE RHA-SRV.dwg
D
C
B
-------·--
-----~----~-----
---:--
, A3 NEIGHBORHOOD DETAIL MAP
1' = 100'-0"
4
--·----t----------
'
NEIGHBORHOOD DETAIL MAP LEGEND
~~ EX ISTING BUI LDING
I -PROPOSED BUILDING
I
'
ZONING LEGEND
-(RM -FJ RES IDENTIAL MULTI -FAM ILY
-(CV) CENTER VILLAGE
-(R-1) RESIDENTIAL 1 DU/AC
(R-10) RESIDENTIAL 10 DU/AC
-(R-14) RESIDENTIAL 14 OU/AC
D' 25' 50' 1 OD'
----··-----·---EB
D
c ·~
schemata
workshop
architect
Schemata Workshop, Inc.
1720 12th Avenue #3
Seattle. WA 98122
CONTACT GRACE KIM, AIA
V (206) 285 .1589
f (206) 285 .2701
www.schemataworkshop.com
own er
RENTON HOUSING AUTHORITY
2900 NE, 10th STREET
RENTON WA 98056-0316
CONTACT MARK GROPPER
V (425) 226.1850 x223
I KIRKLAND AVE.
C TOWNHOMES
B
A
1508 KIRKLAND AVENUE NE
1518 KIRKLAND AVENUE NE
3017 NE 16TH ST
RENTON, WA 98056
PRINT DATE 02/14/13
REVISION SCHEDULE
/#\===D_AT=E =~---==DESC=RI _P-TIQN-_-=
PROJECT ISSUE DATES
BID SET/BUILDING PERMIT 15 FEBRUARY 2013
8001 \._REGISTERED ~ ARCHITECT
\t;;A~~KI.M I
STATE DFWASHINGTON ,
~
PROJECT 111 D
Author : JAB , KW
Checker : GK
NEIGHBORHOOD
DETAIL MAP
City of Rento n
Planning Division
FEB 1 9 101 5
-----------2--------~--------------3-------------------------;--------.:4---------· ·-·---------------------___ 5 __________ _
Copyright Schemata Workshop, Inc.
C
D
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B
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T ,m
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I
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'
'
'
-
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I I
I
I!
, I
' I I
'
BLDG 3 -T.O. ROOF • ,,
408'-7" \_.,
BLDG 3 -T.O. FRAMING .-\
402'-7 1/2" \J
BLDG 3 -LEVEL2 !fl',
393'-2 3/4" \JJ
(c1\BLDG 3 -REENTRANT WEST ELEVATION ____ _
__) 3/16" = 1 '-0"
'
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BLDG 3 -TO. ROOF .-\
408'-7' \J/1
BLDG 3 -T 0. FRAMING •_:_:i
402'-7 1 /2" ,;:_,,
BLDG 3 -LEVEL2 • ,,
393'-2 3/4" \:JI'
BLDG3 -LEVEL 1 •'\
383'-1" "--"
('A1'\BLDG 3 -REENTRANT_EA_S_T_EL_EV_A_TI_ON _____ _
' ) 3/16" = 1'-0" "'-. __ __..,. '
2
2
______ .,_,
(c:i',BLDG 3 -WEST ELEVATION
\ 3/16" = 1'-0" _/ '
3
EXTERIOR PAINT SCHEDULE
P-2
2 P-1
3 P-4
4 P-3
5 P-2
6 P-1
7 P-4
8 P-3
9 P-2
~\
( 3.A)
\"'-~
10
11
12
13
14
15
16
17
18
4
EXTERIOR ELEVATION TYPICAL NOTES
P-1
P-4
P-3
P-2
p 1
PER ELEVATION
PER ELEVATION
PER ELEVATION
PER ELEVATION
1.
2_
----mh-----__ -----w -'-./ -·
I
LAP SIDING, WINDOW AND DOOR TRIM AND RETURNING
CORNERS TO BE PAINTED PER EXTERIOR PAINT SCHEDULE
SEE DETAILS 04, D5/A505 FOR TRIM DIMENSIONS, TYP_
----mi
TJT ''-"
I -
-I .
! P-3 EXTERIOR PAINT --. -
I -
(A2
~03
P-1 EXTERIOR PAINT
-{--------------I ----
fA3'\BLOG 3 -EAST ELEVATION _________ _
\_j 3/16" = 1 '-0"
---------------------
-----------------
3 4
' -----;-
5
MATERIAL LEGEND
-___ -~1
------
~-TI
----,
----ss
_----I
CEMENT BOARD SIDING, 4" EXPOSURE
CEMENT BOARD SIDING,
ALTERNATING COURSES OF 6" AND 9"
EXPOSURE
i
N' :1
;;; i
,._
I :
I
N
I
I
I
{
BLDG 3 -T.O, ROOF .,
408'-7" \_JI
BLDG 3 -T.O. FRAMING •'-
402'-7 1/2" U
BLDG 3 -LEVEL2 .-,_
393'-2 3/ 4" \_JJ
BLDG3 -LEVEL 1 •'\
383'-1 " \JJ
BLDG 3 -T.O. FOOTING !ll_:_:i
380'-1" \,_IJ
I
BLDG 3 -T.O. ROOF .-\ ,I
408'-7" ,,,__.,
I
l
I
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CD
N
BLDG 3 -T.O. FRAMING !fl\
402' -7 1 /2" \ .•
BLDG 3 -LEVEL2 !fl,
393'-2 3/4" \I'
0
C
B
IA
BLDG3 -LEVEL 1 !/J\ ,
383'-1" \_IJ
BLDG 3 -T.O. FOOTING !fl,
380'-1" ,..__.
-----------
5
schemata
workshop
architect
Schemata Workshop, Inc.
1720 12th Avenue #3
Seattle, WA 98122
CONTACT: GRACE KIM, AIA
V (206) 285. 1589
f (206) 285.2701
www.schemataworkshop.corn
owner
RENTON HOUSING AUTHORITY
2900 NE, 10th STREET
RENTON WA 98056-0316
CONTACT: MARK GROPPER
V (425) 2261850 X223
KIRKLAND AVE.
TOWN HOMES
1508 KIRKLAND AVENUE NE
1518 KIRKLAND AVENUE NE
3017 NE 16TH ST
RENTON, WA 98056
PRINT DATE 02/14/13
REVISION SCHEDULE ---------/#\ __ DATE _ DESCRIPTION
PROJECT ISSUE DATES
BID SET/BUILDING PERMIT 15 FEBRUARY 2013
,._8001 \ REGISllREDl
\ --; ', ARCHITECT I
\(f}M«., 'ti. ;.c_:____.
\ GRACE H. KIM I
STATE OF WASHINGTON,
\..-------------
----------------
PROJECT 1110
Author JAB. KW
Checker: GK
EXTERIOR ELEVATIONS
BLDG 3
Copyright Schemata Workshop, Inc_
City of Renton
Planning Division
FEB 1 9 101l
D
C
8
A
2
r-\ /,--\
I , \ 31_) \ 3.2 I
\_ __ --(
--------:-----
3
EXTERIOR PAINT SCHEDULE
1 P-2 10
2 P-1 11
3 P-4 12
4 P-3 13
5 P-2 14
6 p 1 15
7 P4 16
8 P-3 17
9 P-2 18
(--\
P-1
P-4
P-3
P-2
P-1
PER ELEVATION
PER ELEVATION
PER ELEVATION
PER ELEVATION
~-\ 1[;3
4
EXTERIOR ELEVATION TYPICAL NOTES
1.
2.
LAP SIDING, WINDOW AND DOOR TRIM, AND RETURNING
CORNERS TO BE PAINTED PER EXTERIOR PAINT SCHEDULE
SEE DETAILS 04, D5/A505 FOR TRIM DIMENSIONS, TYP.
\3~ : 3.4 )
\'-__ ,_,/ \€<303
-
l~ \'
r __ ijA[. ,1
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5
MATERIAL LEGEND
§-
-_---_-_----
-----·-
--------
!·_-_-_
[l
CEMENT BOARD SIDING, 4" EXPOSURE
CEMENT BOARD SIDING,
ALTERNATING COURSES OF 6" AND 9'
EXPOSURE
-'
'.-
'
C,' -
r
BLDG 3 -T.O. ROOF •_:-i
408'-7" '---"
BLDG 3 -TO. FRAMING .,,
402'-71/2" \ .•
BLDG 3 -LEVEL2 • \
393' 2 3/4" ,,_,,
AREAWALL --~,1 ' \JI -J -///,/ : = -~-: __ :_ ---_--_.\, ~ i:1 '
=_ =_ -_ ~~~~-~._ ,:-;:._:'(r;G~~-===-""""'""""'""""'="":1;._=~~~=.....!.!"""'=====W..~=.;;;,;;;,·--;;;.,;;, .;::;G::=-;=,-=---=-~-=-=_=_tjl,b,,.~-..... T,..-_-=---=-=-=-~ ~;.;;,~;.;;;.i;/1~~.;;.;;,~.;;;,;;;.;;;.;;,~;.;;.;;.;;.;;;,;;,l!;b;;.;;.;;;.;;.;t.J;;;.;;;,;;~.;,;.;;.;;.
1 ~~~--=~ I EXTERIOR STAIRS NOT I ~=~~ ~ 1
EXTERIOR STAIRS NOT ~~--EXTERIOR LIGHT FIXTURE, TYP
BLDG3 -LEVEL 1 •.::::i
383'-1" \J
(C~BLDG 3-SOUTH ELEVATION
\_/ 3/16" = 1 '-0"
I
I
'1
I
1''--
EXTERIOR LIGHT FIXTURE, TYP'-----+1·l.c.1
% GLAZING BETWEEi~ -
4'-0" AND 8'-0" AFF = 40%
EXISTING GRADE ----...._ · ---
"--..
PROPOSED GRADE -·--. .._ _
P-1 EXTERIOR PAINT
I SHOWN FOR CLARITY , SHOWN FOR CLARITY
i
1, ___ P_-2 E_XT_E_RI_OR_P_A_IN_T __ +-__ P __ l_EX_T_ER_iO_R_P_Ai_NT ___ f __ [P-4~XTERIOR PAINT __ ____,_
r:,--
'\ 3.5)
....__,/
--.
'·
--------------------~~~
'• .
' \ ·1· ---.L_' -
' '
'
! -
--
------Q_ -,1
-I
~------)C~ ----11
!
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' tJ I
,-...._ ....... _
----__ .'>,__ --------------------~~~--_lj_=:.:'.JL--_J_J__l _____ _ ---------------------------------------------______________ _J
-
ILID : i
----------
P-1 EXTERIOR PAINT -----L __ P_3 E_XTERIOR_P_A_INT __ __,_ __ P_-4_EXTERIOR PAINT _ ____,_ L--P-2 EXTERIOR PAINT_~_,_( ___ P-_1 E_X_TE_R_IO_R '--'--PA:.CCIN-'--'-T--~,·
(.;-2\BLDG 3 -NORTH E1EVA_Tl~ON ________ _
\__J 3/16' = 1 '-0' ----
2 3 4
---------------~
--' ;:o
-' CJ -
9
(Y) '
5
i BLDG 3 -T.O. FOOTING .-'\
380'-1" .,.
r BLDG 3 -TO. ROOF .-_,
408'-7" \_.
j
BLDG 3 -TO. FRAMING .-,
402'-7 1/2" \.P
BLDG 3 -LEVEL2 •-.,
393'-2 3/4" \.P
BLDG3 -LEVEL 1 •\
383'-1" \P
BLDG 3 -T.O. FOOTING .-,
380' -1" \J'
D
le
B
A
schemata
workshop
architect
Schemata Workshop, Inc.
1720 12th Avenue #3
Seattle, WA 98122
CONTACT. GRACE KIM, AIA
V (206) 285. 1589
f (206) 285.2701
www.schernataworkshop.com
owner
RENTON HOUSING AUTHORITY
2900 NE, 10th STREET
RENTON WA 98056-0316
CONTACT MARK GROPPER
V (425) 2261850 x223
KIRKLAND AVE.
TOWN HOMES
1508 KIRKLAND AVENUE NE
1518 KIRKLAND AVENUE NE
3017 NE 16TH ST
RENTON, WA 98056
PRINT DATE 02/14/13
REVISION SCHEDULE
DATE DESCRIPTION
-----
PROJECT ISSUE DATES
BID SET/BUILDING PERMIT 15 FEBRUARY 2013
,_ 8001 \REGISTERED
\ 1 \ ARCHITECT
'(i}/4(£61-l r~ ·
I '
\ GRACE H. l(IM
STATE OF WASHINGTON, \ _______ _
PROJECT: 1110
Author: JAB, KW
Checker: GK
EXTERIOR ELEVATIONS
BLDG 3
~9J[E~[E~~[E[Q)
Copyright Schemata Workshop, Inc.
D
C
B
A
' '
2 3 4
----------------------------------------
% GLAZING BETWEEN
4'-0" AND 8'-0" AFF = 48%
EXISTING GRADE ---..,
PROPOSED GRADE '-'-I"' ---~-~
t fc:2'\,BLDG 2 -WEST ELEVATION
\,_y 3/16" = 1'-0"
PROPOSED GRADE ,.
~
EXISTING GRADE ---.,
-,r--
( A 1\ BLDG 2 -EAST ElEVATIO_N
'(J 3/16' = 1 '-0'
/-
( 2 \
\_~)
I
-~-----
'I , ID
/ 1 ' ,
~=!l'==l , I ••
--~ -----'
UNIT 14 ----------.(
I
"
-
/ '
~=---==-='~-c=J I
EXTERIOR PAINT SCHEDULE
1 P-2 10
2 P-1 11
3 P-4 12
4 P-3 13
5 P-2 14
6 P-1 15
7 P-4 16
8 P-3 17
9 P-2 18
P-1
P-4
P-3
P-2
P-1
PER ELEVATION
PER ELEVATION
PER ELEVATION
PER ELEVATION
I
EXTERIOR ELEVATION TYPICAL NOTES
1.
2.
LAP SIDING, WINDOW AND DOOR TRIM, AND RETURNING
CORNERS TO BE PAINTED PER EXTERIOR PAINT SCHEDULE
SEE DETAILS 04, 05/A505 FOR TRIM DIMENSIONS, TYP.
I -TUBULAR SKYLIGHT, TYP, SEE ALT 4
/ UNIT ENTRY CANOPY, TYP
-~--·
I
Fiii=::::::;::;;;:]"'l'':;;;:,==n_ I
IILJ'A /:'
, I
I
r 11 ,
1
1
/ I !/ J 1:
/ 11
II I -i--:~ -_-_-_---1
I
L':=~-':"'=~=c/~l' I ",, I ',LJ /_JI i I ',_ -___ ·, -_ II ·._
; ------'' -l ---------=-~::::--= -_-r--:::.. ---------_
F1 I El r--l [1'71
1!i lJ
--=~· ----~ --------------,_
EXTERIOR LIGHT FIXTURE, TYP ·
__ ____,__1 _ __,L. ___ UN_IT_1_2 ___ __,_~ ____ U_N_I_T 11 ____ _ ' j. __ _
I
UNIT 13 UNIT 10 ·-f
(~\
' I ". __ /
--------
rs: ----
'
--
UNIT 9
i I :~ 1111 \'
I· /
I, I ,:I
i11 ®1. /1i
'
I
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I ---1,
I
I \
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UNIT 9 UNIT 10 UNIT 11 UNIT12 UNIT13 -----------,1~-----------+-UNIT 14
.J
-------------------------------------
2 3 4
I
5
MATERIAL LEGEND
/--,.
I 1 !
\,i/
'
11 , ,
I
CEMENT BOARD SIDING, 4" EXPOSURE
CEMENT BOARD SIDING,
ALTERNATING COURSES OF 6" AND 9"
EXPOSURE
--Y-T
I
tj-
-----
I C\'
'° I
'
_,,_
--' co " '
I c!.[ ! ~i
BLDG 2-TO. ROOF a-\
406'-5 3/4' \.
BLDG 2-T.O. FRAMING •"
399'-9 1/2' c,
BLDG 2-LEVEL 2 •"•
390'-10 1/4" \._.
-----I,--
S'
(D
f-:r:
'-" __,
D co
0 -'
/'--GABION WALL
I
BLDG 2-LEVEL 1 .,,
381'-2" Cl'
NI<"-,-BLDG 2-T.O FOOTING .-\
' 378'-3 1/2" ,,,
~1
BLDG 2-T.O. ROOF .-\
406'-5 3/4" Cl'
BLDG 2-T.O. FRAMING a-,, T 399'-9 112" ,_,
tj-1' ----;;; I~,
~'
-t~
I
BLDG 2-LEVEL 2 .-\
390'-101/4" \_.
BLDG 2-LEVEL 1 14·\
381'-2" ....
--------~ ---------
5
D
C
B
schemata
workshop
architect
Schemata Workshop, Inc.
1720 12th Avenue #3
Seattle, WA 98122
CONTACT GRACE KIM, AIA
V 1206) 285. 1589
f 1206) 285.2701
www.schernataworkshop.corn
owner
RENTON HOUSING AUTHORITY
2900 NE, 10th STREET
RENTON WA 98056-0316
CONTACT MARK GROPPER
V 1425) 226. 1850 X223
KIRKLAND AVE.
TOWN HOMES
1508 KIRl<LAND AVENUE NE
1518 KIRKLAND AVENUE NE
3017 NE 16TH ST
RENTON, WA 98056
PRINT DATE 02/14/13
REVISION SCHEDULE
!!\ DATE DESCRIPTION
PROJECT ISSUE DATES
---------------
BID SET/BUILDING PERMIT 15 FEBRUARY 2013
~-8001 1
\ REGISTERED j
\ I \ ARCHITECT I
(i;;r&6 'tl 1~,
\ GRACE H. KIM .
STATE OF WASHINGTON,
PROJECT: 1110
Author: JAB, KW
Checker: GI<
\ _____ _
EXTERIOR ELEVATIONS
BLDG 2
City of Renton
Division
Copyright Schemata Workshop, Inc.
2
0
C
B
A
2
3 4
EXTERIOR PAINT SCHEDULE EXTERIOR ELEVATION TYPICAL NOTES MATERIAL LEGEND
1 P-2 10
2 p 1 11
3 P-4 12
4 P-3 13
5 P-2 14
6 P-1 15
7 P-4 16
8 P-3 17
9 P-2 18
P-1
P-4
P-3
P-2
P-1
PER ELEVATION
PER ELEVATION
PER ELEVATION
PER ELEVATION
1.
2.
LAP SIDING, WINDOW AND DOOR TRIM, ANO RETURNING
CORNERS TO BE PAINTED PER EXTERIOR PAINT SCHEDULE
SEE DETAILS 04, D5/A505 FDR TRIM DIMENSIONS, TYP.
---------------------------
k------'~Cl--1 t!J I ~ l--I ~;_==={l=====_==_==_==========_ ===t:: ==:::nc_::i
! --
\ ;
I
\
'BJ' I "/Ji
' /
I I, I
I : I:
UNIT ENTRY CANOPY, TYP-\ I -----. __
Y! (_
/
-L...-......--/; I
I i I,
"
I f UNIT10 ,
fc:3'\BLDG 2 -SOUTH ELEVATION
\_'__) 3/16" = 1 '-0"
,,
m ' I
i
----
'
\
(B ' _§)1,
/ I " -
'
/
-~
! -
i
-
!
---
------"'
'i' /\ (c'· ii; ~~)i'J I
' I
--
' I\
'----DOWNSPOUT, TYP
,,.,,-,-----ELECTRICAL METER
i------------------------711---1
/
'
'
UNIT 9 -
-
llCil@J \ ill
r
-----------------------------
--------------------------------0--___,__
!
7_\
(--,
, A i
\J
i
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'
I
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I ---~+----------
: "',
C
DOWNSPOUT, TYP
UNIT ENTRY CANOPY, TYP
'
CEMENT BOARD SIDING, 4" EXPOSURE
CEMENT BOARD SIDING,
ALTERNATING COURSES OF 6" ANO 9"
EXPOSURE
7 ---
--'
tj-
-----ro
-' OJ
-(-
--' =
BLDG 2-T_O_ ROOF .--,
406'-5 3/4" \J
BLDG 2-T.O. FRAMING 4'-.
399'-9 1/2" ·;~_.
BLDG 2-LEVEL 2 •'\
390'-10 1/4" \J
BLDG 2-T.O. ROOF .• --\
406'-5 3/4" .,.__.
BLDG 2-T.O. FRAMING 4\
399'-9 1/2' ct'
BLDG 2-LEVEL 2 .•,
390'-10 1/4" <II'
EEN i
I
~, r®f -9 ; i \
r F= 10% tj-\ ' --
:1 B1'
; \ AREA WALL
:, y_
% GLAZING BETW
4'-0' AND 8'0' AF ~ -
9
tj-
------------
(A3\BLDG 2 -NORTH ELEVATION
\_-) 3/16" = 1 '-0"
3
-----------------
!
I
'
'
I
UNIT 13
-----f ·-._"_.,--Y I
/
I~
I G-I
,-'--, I I LL ___ _J_J
;
I --. ------; · --
'
\
\ --,_
\
--
-------
UNIT 14
\
----\
------I
' / i
I
I
;
I
G _,_1_ ' --------· I r -, I
! L':_-_--' _J
-------r PROPOSf D GRAD
/r EXISTING GRADE
_/ -
E OJ
CJ -' N ---
BLDG 2-LEVEL 1 •\
381 '-2" CII'
BLDG 2-T.O. FOOTING 4\
378'-3 1 /2" ,,.,
-----------------------------------
4 5
D
C
B
A
schemata
workshop
architect
Schemata Workshop, Inc.
1720 12th Avenue #3
Seattle, WA 98122
CONTACT GRACE l<IM, AIA
V (206) 285.1589
f (206) 285.2701
www.schemataworkshop.com
owner
RENTON HOUSING AUTHORITY
2900 NE, 10th STREET
RENTON WA980560316
CONTACT MARK GROPPER
V (425) 226 1850 x223
KIRKLArtD AVE.
TOWN HOMES
1508 KIRKLAND AVENUE NE
1518 KIRKLAND AVENUE NE
3017 ~JE 16TH ST
RENTON, WA 98056
PRINT DATE 02/14/13
REVISION SCHEDULE
/#\ DATE DESCRIPTION
PROJECT ISSUE DATES
BID SET/BUILDING PERMIT 15 FEBRUARY 2013
8001 \ REGISTERED
\'·---,, I
\ ---) \ ARCHITECT
1@M:t& ti. 1~
\ GRACE H_ KIM I
STATE OF WASHINGTON,
PROJECT : 1110
Author: JAB, KW
Checker: GK
\.-------
EXTERIOR ELEVATIONS
BLDG 2
• ,,y Of tfe!UOII
/anning Division
FEB 1 9 1013
Copyright Schemata Workshop, I.IE:l'G~~W~[Q)
2
<(
D
C
B
A
2 3 4 5
---------------------------------------------------------------------------------------
TUBULAR SKYLIGHT, TYP, SEE ALT 4
t ---
-r--,cc· ;===:~~;;;;:i .. ~f, I'
1.~A ).
/ ;
. Ix.--.,
;n:······· 1r.'
'i A'
I j« /
1 ___ ----c-~ I~-=--:-=
-----~~ -,-----
'<: .. '
EXTERIOR PAINT SCHEDULE
1 P-2 10
2 P-1 11
3 P-4 12
4 P-3 13
5 P-2 14
6 P-1 15
7 P-4 16
8 P-3 17
9 P-2 18
I
'
' '
' nA~J. : /
'
P-1
P-4
P-3
P-2
P-1
PER ELEVATION
PER ELEVATION
PER ELEVATION
PER ELEVATION
EXTERIOR ELEVATION TYPICAL NOTES
1.
2.
LAP SIDING, WINDOW AND DOOR TRIM, AND RETURNING
CORNERS TO BE PAINTED PER EXTERIOR PAINT SCHEDULE
SEE DETAILS 04, 05/A505 FOR TRIM DIMENSIONS, TYP.
·1 ,, -
I ' I "' A) , . I
11i /
I ,
' i:;=====;;:i I ir::===::::i : f---~ -~ I
~ Ll 1A11r;~ 1·//," Ll i llf<-
········ 11 / , .. V • ... ff ; .-/. -·· I t/ " i ~ 7 "\. ] JiLJ I ' ; ff>. i K' • . Tl;
L.::J ~:--C =-:-_LJ.._!.L. --:.-_-~ 1-__ ,---'·'='-'-'-=-=:.-:=-=,=-=--=-===-=-""~c" __ ;:--,_~,-~"'-=-~=-~_--:::_'I_,1-,--~ "~-=-=--s.1=-----.1-~C·C.,' ";'. . ····i ·~····~ ' ''.. . ' .. r .').c,;s~:r=\'=·==·c,-, ~ --_-_-_-_ -!--~~"7-~T,/_-:/~~=,,--------i----c~,:~;-'-= -' I
i I / /
/ ---------------·--·;··---------i -----
C /
'
'
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II
J ______ U_N_IT_S_
' fc 2\BLDG 1 -WEST ELEVATION
\ __ ) 3/16' = 1'-0"
(~-,)
, __ /
!
?
UNIT7 UNIT6
(' (~-\
I 15) \,_,_ \ )
' I
' I ,,
I I \ EXTERIOR LIGHT FIXTURE, TYP-1
\ __ DOWNSPOUT, lYP
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_ _ (~ TUBULAR SKYLIGHT, TYP, SE~ ALT 4
\ --\ /-
c3 (.12? ,-DOWNSPOUT, TYP I 11. \
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T I --I ,
MATERIAL LEGEND
------------
--~
C
' I
' !
/
/
D L
I
CEMENT BOARD SIDING, 4" EXPOSURE
CEMENT BOARD SIDING,
ALTERNATING COURSES OF 6" AND 9'
EXPOSURE
% GLAZING BETWEEN
4'-0" AND 8'-0" AFF = 48%
-' co
'
BLDG 1-TO. ROOF •.--\\.
403'-11 3/4" "··
BLDG 1-TO. FRAMING ~--~
397'-3 1 /2"
D
';'
co
N
C
BLDG 1-LEVEL 2 •\
388'-41/4" C,
'
q,
rn
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I -~:-~-;------
N~ BLDG 1-LEVEL 1 ~
~~:-
' I '
UNIT 1 ____ t'\'·-----
, '
' '
---D
' N'-
EXISTING GRADE
PROPOSED GRADE
378' 8"
BLDG 1-TO. FOOTING ~ 375'-9 1/2"
B
schemata
workshop
architect
Schemata Workshop, Inc.
1720 12th Avenue #3
Seattle, WA 98122
CONTACT: GRACE KIM, AIA
V (206) 2851589
f (206) 285.2701
www.schemataworkshop.com
owner
RENTON HOUSING AUTHORITY
2900 NE.10th STREET
RENTON WA 98056-0316
CONTACT: MARI< GROPPER
V (425) 226.1850 X223
KIRKLAND AVE.
TOWN HOMES
1508 KIRl<LAND AVENUE NE
1518 KIRKLAND AVENUE NE
3017 NE 16TH ST
RENTON, WA 98056
PRINT DATE 02/14/13
REVISION SCHEDULE
DATE DESCRIPTION
PROJECT ISSUE DATES
BLDG 1-TO. ROOF ~ BID SET/BUILDI_N_G-PE_R_M-IT-15_F_E_BR_U_A-RY_2_0_13
403'-11 3/4" ,
·r-/
I
1-
' I
; , I ---..
/ I v-:
I I 1
PROPOSED GRADE ~ \\
-------;,--
EXISTING GRADE
0._~'\BLDG 1 -EAST ELEVATION
~-) 3/16" = 1 '-0"
'
/ ,,
Ll D
'
/
/
I
i
11 ,---, I I LC_-_-_J
I
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I! I
' 11 -'\. I:
'ti
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'
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UNITZ --------1--
2
UNIT 3
I ,---, I
L----J_J
I ,--1 I
L L ___ J _J
UNIT4 j UNIT 5 UNIT 6 ____ _,__ ___ _
3
/
/
(0
CD ,
'
/
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' ~
UNIT7
,,
' (0 "
/
,L---
/ ------------
I , --, I
Lc--c;.__~-DRYER EXHAUST
··,,_ AREA WALL
UNIT 8
---------------------------
4
9
i.o
f--:r:
C9 __,
0
-fT----_,9'.]
t
q,
OJ
--'
';'
co
N
BLDG 1-TO. FRAMING A.::O
397'-3 112" c•
BLDG 1-LEVEL 2 .--'\
388'-41/4" I.J
A
BLDG 1-LEVEL 1 ~---'
378'-8" '·-· •
BLDG 1-T.O. FOOTING
375'-9 1/2"
-----------------
5
",I '".1.,
8001 ' REGISTERED :
\·---\ ARCHITECT • , I , ,
'@J-n0 fl 1~-
\
\ GRACE H. KIM
STATE OF WASHINGTON, \ ________ ___
PROJECT: 1110
Author: JAB, KW
Checker: GK
EXTERIOR ELEVATIONS
BLDG 1
f'',ty of Renton
Pl: ining Division
IRi~CC~OW~fQJ
Copyright Schemata Workshop, Inc,
, ''• ~, 1 • ,,,'.,I, I I< I '/ '
2
D
C
B
A
~
[L
N
2
3 4 5
EXTERIOR PAINT SCHEDULE EXTERIOR ELEVATION TYPICAL NOTES MATERIAL LEGEND
1 --1 P2 10
2 P-1 11
3 P-4 12
4 P-3 13
5 P-2 14
6 P-1 15
P-1
P-4
P-3
P-2
P-1
PER ELEVATION
2.
LAP SIDING, WINDOW AND DOOR TRIM, AND RETURNING
CORNERS TO BE PAINTED PER EXTERIOR PAINT SCHEDULE
SEE DETAILS 04, D5/A505 FOR TRIM DIMENSIONS, TYP. tJ -
-
~
-=-j
CEMENT BOARD SIDING, 4" EXPOSURE
CEMENT BOARD SIDING,
ALTERNATING COURSES OF 6" AND 9"
EXPOSURE
7 P-4 16
8 P-3 17
9 P-2 18
PER ELEVATION
PER ELEVATION
PER ELEVATION
2' O" ,,.-,F--
l ,--1-
I s::::_
~='==~=============--=---=-=--=· --=====-w,I m ~I+---------¥'
"!_
I [?'
I I!! ...
i1m1·~ DOWNSPOUT, TYP·~~ -I ~ ! l~f: --->r,;8-I I
rL'.'.---'
i ! '
~11 •/
' /
UNIT ENTRY CANOPY, TYP-----, N ; --,
'\ -: ~' !
' 'I, I I', ; ~'i
i
c::, I
!
I "'
", -, I y f_--_------_:_:__ f-------_--_---_--_--_--------------------------------------------------_--_------_------_--_---------,--cit-I ---H -----!.-
% GLAZING BETWEEN
4' O" AND 8' O" AFF = 20%
I
/ i
i~ n s,
I . Oct--,[]) j -------------------___ ---~ _____ , __ •--, _ 1-PROPOSED GRADE q,
Ii
ii.
1
~ L':"~~~1~,=/g
1
; ~ I 1;-EXIST:NG GRADE en
--~~"'."'.'."'.:"'"'"'.:":"::"""'.~--:-:-:+I 1-:-:~:r:":':-:-:-:-::-:-::-:-::-:-::-:-::-:-::-:-: ........ ~~'"l-·~·~[iiJT":·~(~G';")~....J.:1 !1,.1..!l ............ .,;1..1' ~~;;~1~ ... _____ ...__-~ r FOUNDATION VENT =::::/'_J L-__ ,_J s-;-
fc:j\,BLDG 1 -SOUTHELE\1/\ TION
\ __ __) 3/16" = 1 '-0"
AREA WALL N
I
_,, __ --+-I ___ _ b UNIT 1 , UNIT2 ,
•, 1
(----
! D I
~--,/
I
'
(~-)
\.T,/
I
I
I
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I TYP I
------:, i ! --------------~'---""-----------J~-+--1-
! 1,,---c--l-----',,!
I
'
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-
I I
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I
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i' ' !76 I I
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UNIT ENTRY CANOPY, TYP
: /\ ~
)' -,--1 ,1 ·, --~I I 11} : I ,/' ' Ir EXISTING GRADE
1 , I :',, // PROPOSEDGRADE
------r---'--7 ----' I '\ /
'
--'
00
OJ
-_ l .l. __ ~, . __ ._/ _ _ t I
-------------------I --i --r -...... --Gl --rcf_..-.,.._;'.:.....iiiiiiii-.:." .. ' =~------------..,.-1i;..r-1--G~ --1 --1 ----------------" '
[ I / I r ~'":::::' -J I ,..._/,.lo,-,.,.... ..... _______ ,_, £:::_
t-:-,, BLDG 1 -NORTH ELEVATION
\~~) 3/16' = 1-0"
3
ELECTRICAL MET1ER-/ /c_-7 _JLc ___ _J L_-_,_J
' FOUNDATION VENT //
L-I u N_1_I!__
i
I AREAWALL / ~
i -!
·--·---------
4
I i
l UNIT 7 ~
'
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' N
tj-----. -N ' co N:
5
BLDG 1-TO. ROOF .-,
403'-11 3/4" \..
BLDG 1-TO. FRAMING '1
397'-3 1/2" .'--.
BLDG 1-LEVEL 2 Jlf:-,
388'-41/4" C•
BLDG 1-LEVEL 1 O
378'-8" \...
BLDG 1-T.O. FOOTING .,
375 -9 1 /2" \_.
BLDG 1-T.O. ROOF O
403'-11 3/4" \'JI/
BLDG 1-TO FRAMING J/f'
397-3 1 /2" '--.)ii
BLDG 1-LEVEL 2 .-1
388' 41/4" \_.
BLDG 1 LEVEL 1 ~ --
378'-8" ... _.
BLDG 1-TO. FOOTING .-..:-i
375'-9 1/2" \,_.
D
C
B
schemata
workshop
architect
Schemata Workshop, Inc.
1720 12th Avenue #3
Seattle, WA 98122
CONTACT. GRACE KIM, AIA
V (206) 285.1589
f (206) 285.2701
www.schemataworkshop.com
owner
RENTON HOUSING AUTHORITY
2900 NE, 10th STREET
RENTON WA 98056-0316
CONTACT MARK GROPPER
V (425) 226 1850 X223
KIRKLAND AVE.
TOWN HOMES
1508 KIRKLAND AVENUE NE
1518 KIRKLAND AVENUE NE
3017 NE 16TH ST
RENTON, WA 98056
PRINT DATE 02/14/13
REVISION SCHEDULE
~----------DATE DESCRIPTION
PROJECT ISSUE DATES
BID SET/BUILDING PERMIT 15 FEBRUARY 2013
,_8001 '1 REGISTERED
\ --/ \ ARCHITECT
'@Mt(.; tl /L-: _______
\ GRACE H. l(IM I
STATE OF WASHINGTON,
PROJECT: 1110
Author: JAB, KW
Checker: GK
\ _____ _
EXTERIOR ~~fMA\:J]JQ~S
BLDG 1 Planning Division
FEB 1 9 .WJJ
Copyright Schemata Workshop, Inc.
D
C
B
A
2
'
D
(/)
D
(/)
/---
·."n , ..
I
I
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8'-2"
13'-9"
f
i 9'-4"1
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-e----~~~a;·,,~=-
I
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l
/------------------
'
(,42'~LDG 3 -LEVEL 2 __ _
\,.J' 3/16" = 1 '-0"
2
13'-4"
UNIT 17
t
1
3
(--\
, 3.3 I \ ; . _ __/
15'-2"
I u:i
• 0 I C •
68'-0"
13'-10"
----------=-., .. -.:_~_-
C2
~
-----------------------------,e-----
3
e
A2
4
GENERAL NOTES -FLOOR PLANS
ALL WALL TYPES FOR UNIT 2 TYPICAL FOR UNITS 1-14,
UNLESS NOTED OTHERWISE.
5
1 .
2.
3.
ALL WALL TYPES FOR UNIT 16 TYPICAL FOR UNITS 15-18,
UNLESS NOTED OTHERWISE.
ALL INTERIOR WALLS ARE TYPED UNLESS NOTED
OTHERWISE.
1 s-,;;~ ~ l
·__s-L_~--j
~-_r-B~~_s-c I
_ _J -----i_ _ __1-· L__J -1_ __ _ 4.
5.
ALL INTERIOR ELEMENTS TYPICAL PER BUILDING, SEE
ENLARGED PLANS.
WASHER/DRYER APPLIANCES NOT IN CONTRACT, SHOWN
FOR MECHANICAL AND ELECTRICAL COORDINATION
PURPOSES ONLY.
6. t INDICATES CENTER LINE OF WINDOW, UNLESS NOTED
OTHERWISE
13'-4'
/ A1 \ 1---"'----I
13'-9" ___ ,,_ __________ ,f<-
UNIT 18 f
(--\KEY PLAN -BLDG 3
. J 1 '64" = 1 '-0" _j I
j (',0 5E_§./ SIM
ri;;:·~---~ \ ---P' l 84" ~~:0 s1e
---~----+------------------t I
.___A504
---C?f I ----,1-----
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,/ -Ji. • D
! I~
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VJ
0
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·---------l_J
8'-2" I -->
UNIT 18
4
-----".---
at
' ' ST I
~-
5
(----\
-----' 3.0 ' \ J ,, _____ _/
ED D
C
B
A
schemata
workshop
architect
Schemata Workshop, Inc.
1720 12th Avenue 113
Seattle, WA 98122
CONTACT: GRACE KIM, AIA
V (206) 285 1589
I (206) 285.2701
www.schemataworkshop.com
owner
RENTON HOUSING AUTHORITY
2900 NE. 10th STREET
RENTON WA 98056-0316
CONTACT MARK GROPPER
V (425) 226.1850 X223
KIRKLAND AVE.
TOWN HOMES
1508 KIRKLAND AVENUE NE
1518 KIRKLAND AVENUE NE
3017 NE 16TH ST
RENTON, WA 98056
PRINT DATE 02/14/13
REVISION SCHEDULE
/If\. DATE DESCRIPTION
PROJECT ISSUE DATES
BID SET/BUILDING PERMIT 15 FEBRUARY 2013
·-. 8001 \ REGISTERED !
\-; \ ARCHITECT I
prate, If.;~
\ GRACE H. KIM I
STATE OF WASHINGTON, \ _________ _____
PROJECT• 1110
Author: JAB, KW
Checker: GK
City of Renton
FLOOR PLAN -1~~B 1B)i3'ion
LEVEL 2 Fm ·1 n tu!j
!Rl~(C;~D\if~[Q)
•
Copyright Schemata Workshop, Inc.
D
C
B
A
D
~
' N
I i
T
2
-------------------
( '\
I 1 i
\ / '-,-,.--/
I
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I
13'-9" 13'-10"
_,_t _____ UN-IT_1_4 _____ ,,__ ____ U_N_IT_1_3----.~ -------13'-10"
UNIT 12
!
,--~~~~~~~~~~n------:-~ r
I ---\&'
g D
_ON
u~------i
-----~
.
3
82'11 O" -----------------
4
GENERAL NOTES -FLOOR PLANS
1. ALL WALL TYPES FOR UNIT2 TYPICAL FOR UNITS 1-14,
UNLESS NOTED OTHERWISE.
2. ALL WALL TYPES FOR UNIT 16 TYPICAL FOR UNITS 15-18,
UNLESS NOTED OTHERWISE.
3. ALL INTERIOR WALLS ARE TYPED UNLESS NOTED
OTHERWISE.
4. ALL INTERIOR ELEMENTS TYPICAL PER BUILDING, SEE
ENLARGED PLANS.
5. WASHER/DRYER APPLIANCES NOT IN CONTRACT, SHOWN
FOR MECHANICAL AND ELECTRICAL COORDINATION
PURPOSES ONLY.
6. t INDICATES CENTER LINE OF WINDOW, UNLESS NOTED
OTHERWISE
13'-10" 13'-10" ----,f-·--------
UNIT 11 ! UNIT 10
13'-9" --{---------------···-·· --
! UNIT 9
5'-0"
·-1-
------.
t 3'-8'_,
(;;)BLDG 2 -LEVEL 2
\.-3/16" = 1 '-0"
2
L C2
A _ _./
------------------------------------
-----------------------
3 4
()KEY PLAN -BLDG 2
\___ 1/64" = 1'-0"
9
(D
N
5
. ------
----r-----
5
C
~B
A
schemata
workshop
architect
Schemata Workshop, Inc.
1720 12th Avenue #3
Seattle, WA 98122
CONTACT: GRACE KIM. AIA
V (206) 285.1589
f (206) 285.2701
www. sch e rn atawo r ksh op . co rn
owner
RENTON HOUSING AUTHORITY
2900 NE, 10th STREET
RENTON WA 98056-0316
CONTACT: MARK GROPPER
V (425) 226 1850 x223
KIRKLAND AVE.
TOWN HOMES
1508 KIRKLAND AVENUE NE
1518 KIRl<LAND AVENUE NE
3017 NE 16TH ST
RENTON, WA 98056
PRINT DATE 02/14/13
REVISION SCHEDULE
DATE DESCRIPTION
PROJECT ISSUE DATES
BID SET/BUILDING PERMIT 15 FEBRUARY 2013
,_8001 '\ REGISTERED l
\ ··7 1, ARCHITECT I
@wet(, iJ. /,c_.:.___.
\ GRACE H. KIM I
STATE OF WASHINGTON,
PROJECT 1110
Author: JAB, KW
Checker: GI<
FLOOR PLAN;1ry~~1l,~t,2,
LEVEL 2 Planning Division
FEB l ~ W1J
Copyright Schemata Workshop, Inc.
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8 ,111r--+-----IH I
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13'-9"
UNIT 8
rA;,1sLDG 1 -LEVEL 2
\;__,; 3/16" = 1' O'
2
(~\,
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13'-10"
/
UNIT7
--~l
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D
2
3
--------------------------· .. --··
//---"\ c:0 ,,/-'\(-c3
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\1~/\...~~01 \ __ /
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13'-10" 13'-10" 13'-1 O" , -------------
UNIT6 UNIT 5 UNIT 4
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ON
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) -· --;-~
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4
GENERAL NOTES -FLOOR PLANS
1. ALL WALL TYPES FOR UNIT2 TYPICAL FOR UNITS 1-14,
UNLESS NOTED OTHERWISE.
2. ALL WALL TYPES FOR UNIT 16 TYPICAL FOR UNITS 15-18,
UNLESS NOTED OTHERWISE.
3. ALL INTERIOR WALLS ARE TYPED UNLESS NOTED
OTHERWISE.
5
4. ALL INTERIOR ELEMENTS TYPICAL PER BUILDING, SEE
ENLARGED PLANS.
: -\KEY PLAN -BLDG 1
1\... _) 1 /64" = 1 '-0"
5. WASHER/DRYER APPLIANCES NOT IN CONTRACT, SHOWN
FOR MECHANICAL AND ELECTRICAL COORDINATION
PURPOSES ONLY.
6. t INDICATES CENTER LINE OF WINDOW, UNLESS NOTED
OTHERWISE
,--., (~0
13'-10" i
l 13'-10" 13'-9"
' UNIT 3 UNIT2 UNIT 1
5' -1 "
--",.
' ON 1-,
_)
--'.-~ ____ ' S,i
('.J,
-·-·---.. ~ -.
' I •
3'-9" ·+ -! -r--~--·-·1·-'
jA1 \I
'2,_50V TYP
I
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5'-0"
B
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Jo
--. ;:o
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;';> N ~" ---------
I
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1t i
BLDG 1
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--~
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---'"""
----j~c \ . .. __ . ./
-------------------------------------------------------ffi
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schemata
workshop
architect
Schemata Workshop, Inc.
1720 12th Avenue #3
Seattle. WA 98122
CONTACT GRACE KIM, AIA
V (206) 285. 1589
f (206) 285.2701
www.schemataworkshop.com
owner
RENTON HOUSING AUTHORITY
2900 NE, 10th STREET
RENTON WA 98056-0316
CONTACT MARI< GROPPER
V (425) 226. 1850 x223
KIRKLAND AVE.
TOWN HOMES
1508 KIRl<LAND AVENUE NE
1518 KIRKLAND AVENUE NE
3017 NE 16TH ST
RENTON, WA 98056
PRINT DATE 02/14/13
REVISION SCHEDULE
DATE DESCRIPTION
PROJECT ISSUE DATES
BIO SET/BUILDING PERMIT 15 FEBRUARY 2013
,3001 \ REGISTERED II
\ •• / \ ARCHITECT
{i)Mtt, ti./£--:...~;
\ GRACE H. KIM ! .
STATE OF WASHINGTON
\~----------"-
PROJECT 1110
Author: JAB, KW
Checker: GK
City of Renton
FLOOR PLANP@n~i~[9@io11
LEVEL 2 FEB 19 iU1J
IRi~CC~~W~ftfi
Copyright Schemata Workshop, Inc.
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2
(_--\
~31)
-,-~
,, __
'
'
'
3
68'-0"
------------------
13'-9" 13'-4" i 13' 1 O" ,_ __________ ,____ __________ f--------
0
(/)
0
(/)
ro,Z'1BLDG 3 -LEVEL 1
~-/ 3/16" = 1'-0"
2
I
"
I'--------
f
I 0
'
I
N
8'-2"
'
I
9'-4"1
----! --
' I I
I I
I
I I
D
()0,
UNIT 15
UNIT 15
·.:•I ]--__ 1
:1 1'
!1· --
L -
3
4
GENERAL NOTES -FLOOR PLANS
1. ALL WALL TYPES FOR UNIT2TYPICALFOR UNITS 1-14,
UNLESS NOTED OTHERWISE.
I l
--j ___ _ 5
2. ALL WALL TYPES FOR UNIT 16 TYPICAL FOR UNITS 15-18,
UNLESS NOTED OTHERWISE.
3. ALL INTERIOR WALLS ARE TYPED UNLESS NOTED
OTHERWISE.
1~21
I _J~ r-----i_ J -
4. ALL INTERIOR ELEMENTS TYPICAL PER BUILDING, SEE
ENLARGED PLANS.
5. WASHER/DRYER APPLIANCES NOT IN CONTRACT, SHOWN
FOR MECHANICAL AND ELECTRICAL COORDINATION
PURPOSES ONLY.
6. t INDICATES CENTER LINE OF WINDOW, UNLESS NOTED
OTHERWISE
( '\,l(EY PLAN -BLDG 3
"'-_) 1 /64" = 1'-0"
(--)\ ( C3
\ 3.4 \A303 -
"----.,
_____ j._
13'-4" 13'-9" i
-)-----------,(------------1-
' UNIT 16 ----/'----------~---------~,,_
(Ai-\1
,,/\A40y
UNIT 16
8'-4" l
·-·-·--------i
•
I
' . -----------, --I ------
Cl • , I c;-,
--'.) j
•
',<er' I
(/)
Cl
•
I FIRE CONTROL/
j CRAWLSPACE ACCESS /I BLDG3
I O 0]3!
/ I
/ r~ FIRE ALARM PANEL
I I • I ; I
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'?
r-
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,-_ _J -----i_ ~ __ s---L_
I BLDG 1 I
I ,
I L____r-·-~ l______r----i_ _J --EB D
C
---fl)
4 5
schemata
workshop
architect
Schemata Workshop, Inc.
1720 12th Avenue #3
Seattle, WA 98122
CONTACT: GRACE l<IM, AIA
V (206) 285. 1589
f (206) 285.2701
www.schernataworkshop.corn
owner
RENTON HOUSING AUTHORITY
2900 NE, 10th STREET
RENTON WA 98056-0316
CONTACT: MARK GROPPER
V (425) 2261850 X223
KIRKLAND AVE.
TOWN HOMES
1508 KIRKLAND AVENUE NE
1518 KIRKLAND AVENUE NE
3017 NE 16TH ST
RENTON, WA 98056
PRINT DATE 02/14/13
REVISION SCHEDULE
/A DATE DESCRIPTION
PROJECT ISSUE DATES
BID SET/BUILDING PERMIT 15 FEBRUARY 2013
800l \ REGISTERED
1-,_ I
\ -) \ ARCHITECT
(-t?,4(t(,, fl. ;,c..:____,
\ GRACE H. l(IM I
STATE OF WASHINGTON,
PROJECT 1110
Author: JAB, KW
Checker: GK
City of Renton
FLOOR PLAN -Eltr!l@0 9sion
LEVEL 1 FEB 19 iuij
L'1f ~~~ow~ liJ.)
•
Copyright Schemata Workshop, Inc.
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lD
sf
lD
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M -C)
N
i ef ' ,::::_ L N
2 3
--------····----
A1
' , 82'-10"
4
-------------------
GENERAL NOTES -FLOOR PLANS
1. ALL WALL TYPES FOR UNIT 2 TYPICAL FOR UNITS 1-14,
UNLESS NOTED OTHERWISE.
2. ALL WALL TYPES FOR UNIT 16 TYPICAL FOR UNITS 15-18,
UNLESS NOTED OTHERWISE.
3. ALL INTERIOR WALLS ARE TYPED UNLESS NOTED
OTHERWISE.
4. ALL INTERIOR ELEIVIENTS TYPICAL PER BUILDING, SEE
ENLARGED PLANS.
5. WASHER/DRYER APPLIANCES NOT IN CONTRACT, SHOWN
FOR IVIECHANICAL AND ELECTRICAL COORDINATION
PURPOSES ONLY.
6. t INDICATES CENTER LINE OF WINDOW, UNLESS NOTED
OTHERWISE
-----------------------
13'-9" 13'-10" 13'-10" 13'-10" 13'-10" -i(-------UN-IT_1_4 ____ _,,__ ____ U_N_IT_1_3 ____ .,,__ ___ -:c-UNIT 12 ____ ,,__ ____ U_N-IT_1_1----,1------U-N-IT_1_0 ____ ,1----
9
--tj-G2o~A~ 0 D
Cl'.)
-f----~ct------\ B
I O i _________ ,L-------e,.:iDi-
9 I £A
(D u'• I--
4--~l-!
'/''
/ FIRE CONTROL/
CRAWLSPACE ACCESS -j
BLDG 2
I _1Q~]
/A2\ BLDG 2 -LEVEL 1
\___) 3/16" = 1 '-0'
2
'I I I I
L ______ J
_)
-.
~ J---~--j"
r Jm-----,a
nm---I
' --------------
L
3
C2
~
i A204) \_ __ /
.;,_n, f f----m
4
5
I -~ c___r --~---,
L_L_ -B~~ -C~l
(-_ \~LAN-BLDG2 __________________ Ll::'i D
\ _ ___./ 1/64" = 1 -0" W
13'-9" ____ _,._
UNIT9
5'-0"
.
b.,-J
'--------
----1
I I
I ~
5
9 9
(D tj-
N M
(-'\'
\_~_)
' (--\
1-\_~)
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schemata
workshop
architect
Schemata Workshop, Inc.
1720 12th Avenue #3
Seattle, WA 98122
CONTACT GRACE KIIVI, AIA
V (206) 285.1589
f (206) 285.2701
www.schemataworkshop.com
owner
RENTON HOUSING AUTHORITY
2900 NE, 10th STREET
RENTON WA 98056-0316
CONTACT IVIARK GROPPER
V (425) 226 1850 X223
KIRKLAND AVE.
TOWN HOMES
1508 l<IRl<LAND AVENUE NE
1518 l<IRl<LAND AVENUE NE
3017 NE 16TH ST
RENTON, WA 98056
PRINT DATE 02/14/13
REVISION SCHEDULE
/ii\_ -DATE DESCRIPTION
PROJECT ISSUE DATES
BID SET/BUILDING PERIVIIT 15 FEBRUARY 2013
8001 \ REGISTERED : r---J \ ARCHITECT )
1@M,te, ti. 1~:
\ ! I GRACE H. KIIVI
STATE OF WASHINGTON,
\------~--
PROJECT: 1110
Authur JAB, KW
Checker: GK
City of Benton
FLOOR PLAN Y1B1~~@Jvizon
LEVEL 1 FEB JR iul1
~ [Pl!: cc /Pl!:~ w [[E [))
Copyright Schemata Workshop, Inc.
D
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(A1'\BLDG 1 -LEVEL 1
"-j 3/16" = 1 '-0"
13'-9"
UNIT 8
-----·-·-------
13'-10"
UNIT 7
2 3
J ____ 1_3'_-10_" ___ __,~ ___ 1_3_'-1_0" __ _
UNIT 6 UNIT 5
C2
G
2 3
13'-10"
UNIT 4
-
4
GENERAL NOTES -FLOOR PLANS
l ALL WALL TYPES FOR UNIT2TYPICALFOR UNITS 1-14,
UNLESS NOTED OTHERWISE.
2. ALL WALL TYPES FOR UNIT 16 TYPICAL FOR UNITS 15-18,
UNLESS NOTED OTHERWISE.
3. ALL INTERIOR WALLS ARE TYPED UNLESS NOTED
OTHERWISE.
4. ALL INTERIOR ELEMENTS TYPICAL PER BUILDING, SEE
ENLARGED PLANS.
5. WASHER/DRYER APPLIANCES NOT IN CONTRACT, SHOWN
FOR MECHANICAL AND ELECTRICAL COORDINATION
PURPOSES ONLY.
6. t INDICATES CENTER LINE OF WINDOW, UNLESS NOTED
OTHERWISE
13'-10" 13' 1 O"
UNIT3 UNIT2
3'-9"
5
_J~ r--____ j"~ l BLDG 2 I
1-··L...__J---i_ ---_ J
(JKEY PLAN -BLDG 1
'" 1/64"=1'-0"
---------------,«-
·,
II I' ,1 I l ______ J
\
\
13'-9"
UNIT 1
' -----.f-
£__ 5'0"
'
I
----,----
31_3a
L UNIT ENTRY CANOPY, TYP
ABOVE
---r
!
.
9
N
BLDG 1
C)
' tj---r
I
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l
-------------!
CD D
;c
A
-------------~----·CD
4 5
schemata
workshop
architect
Schemata Workshop, Inc.
1720 12th Avenue #3
Seattle, WA 98122
CONTACT: GRACE KIM, AJA
V (206) 285.1589
I (206) 285.2701
www.schernataworkst1op.com
owner
RENTON HOUSING AUTHORITY
2900 NE, 10th STREET
RENTON WA 98056-0316
CONTACT: MARK GROPPER
V (425) 226 1850 X223
KIRKLAND AVE.
TOWN HOMES
1508 KIRKLAND AVENUE NE
1518 KIRKLAND AVENUE NE
3017 NE 16TH ST
RENTON, WA 98056
PRINT DA TE 02/14/13
REVISION SCHEDULE
~ DATE DESCRIPTION
PROJECT ISSUE DATES
---------
BID SET/BUILDING PERMIT 15 FEBRUARY 2013
_BOOl \ REGISTERED
\ / \ ARCHITECT
~«, ff. !£--'-____.
\ GRACE H. KIM I
STATE OF WASHINGTON, \ _____ ...----
PROJECT 1110
Author: JAB, KW
Checker: GK
FLOOR PLA'ix1it~ c!f!Rr-rrQn1 1F-'lanrnl,g'5Ms'idn
LEVEL 1 FEB J 9 ZOil
[Rl~((;~~~~[D)
. 1
Copyright Schemata Workshop, Inc.
D
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----------------------
~ -\SITE PLAN \t2,; 1 '= 20'-0;;
(El BUILDING
(El BUILDING
I IE) BUILDING
I
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I j
i ii
: II
I .·11 i i
I .. ·j iJ
I , I
' '
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11 1 ••
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"
' I ...
('/1 ·.
r I
,I i ii
si
0
CC,
1
I
J_ -
I
2
____ J',JE 15I8__S_TREET
2
3
3
4
---------------------------
I
I
--~
---------
4
(E) BUILDING
---------
5
-----------
GENERAL NOTES · SITE PLAN
1
2.
3.
SEE FOUNDATION PLAN FOR BUILDING-SPECIFIC WORK
POINTS
STREET LIGHTING TO CONFORM WITH CITY OF RENTON
MUNICIPAL CODE
SEE LANDSCAPE DRAWINGS FOR PLANTING PLAN
SITE PLAN LEGEND
o,.o STREET LIGHT
co GABION SITE WALLS WITH
WOOD BENCH
---------
5
D
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B
A
schemata
workshop
architect
Schemata Workshop, Inc.
1720 12th Avenue 113
Seattle, WA 98122
CONTACT: GRACE KIM, AIA
V (206) 285.1589
f (206) 285.2701
www.schemataworkshop.com
owner
RENTON HOUSING AUTHORITY
2900 NE, 10th STREET
RENTON WA 98056-0316
CONTACT: MARI< GROPPER
V (425) 226.1850 X223
KIRKLAND AVE.
TOWN HOMES
1508 KIRKLAND AVENUE NE
1518 KIRKLAND AVENUE NE
3017 NE 16TH ST
RENTON, WA 98056
PRINT DATE 02/14/13
REVISION SCHEDULE
;,#· · ..
/ \ DATE DESCRIPTION
PROJECT ISSUE DATES
-------
BID SET/BUILDING PERMIT 15 FEBRUARY 2013
, 8001 \ REGISTERED
\ .. / \ ARCHITECT
'@!4'((4 tl 1~
\ GRACE H. KIM I
STATE OF WASHINGTON, \ _____________ _
PROJECT 1110
Author: JAB, KW
Checker: GI<
SITE PLAN
Copyright Schemata Workshop, Inc.
City of R!Hlton
Planning Division
FEB J 9 1U1l