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OAKESDALE BUSINESS PARK RENTON, WASHINGTON - PHASE 1
1 N =100'
SURVEY DATA:
BENCHMARK:
CITY OF RENTON MONUMENT NO. 1973, A KING COUNTY
STANDARD BRASS DISK STAMPED "KC-F12 1993" IN THE
CONCRETE SIDEWALK ON NORTH SIDE OF S.W. 43RD STREET,
APPROXIMATELY 782 FEET WEST OF CENTERLINE INTERSECTION
OAKESDALE AVE. S.W. AND S.W. 43RD STREET.
ELEV. = 25.61 FEET
VERTICAL DATUM:
NAVE) 1988
BASIS OF BEARINQ*
NAD 1988/1991
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CALL BEFORE YOU DIG:
0 '11-800-424-5555
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UnUrY CONFLICT NOTE:
CAUMN:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING
ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE
PLANS ARE BASED UPON T14E UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHAl_L CONSULT BARGHAUSEN
z 6 CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
z CONSTRUCTION.
NORTHWEST OUARTER OF THE NORTHEAST OUARTER OF SECTION 36,
TOWNSHIP 23 NORTH, RANGE 4 EAST AND THE NORTHEAST OUARTER
OF THE NORTHWEST OUARTER OF SEC"flON 36, TOWNSHIP 23 NORTH,
RANGE 4 EAST, W.M.
CITY OF RENTON, WASHINGTON
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36 35"W 511.90' 0.64
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INDEX OF
SHEETS:
1 Of 9
COVER SHEET
2 of 9
GRADING/STORM DRAINAGE PLAN
3 of 9
GRADING/STORM DRAINAGE PLAN
4 of 9
GRADING/STORM DRAINAGE PL-AN
5 of 9
SECTIONS AND DETAILS
6 Of 9
SANITARY SEWER PLAN AND PROFILE
7 of 9
SANITARY SEWER PLAN AND PROFILE
8 of 9
SANITARY SEWER PLAN AND PROFILE
9 of 9
NOTES AND DETAILS
T1 of 2
TEMPORARY EROSION/SEDiMENTATION CONTROL PLAN
T2 of 2
TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES AND DETAILS
Vick* MV
No Ekc�
LEGAL DESCRIPTION:
Parcel H:
The West 85 feet in width of the following described property;
That portion of the Northwest quarter of the Northeast quarter of Section 36, Township 23 North,
Range 4 East, Wi liamette Meridian, in King County, Washington, described as follows:
BEGINNING at a point on the North side of S. W, 43rd Street which is 943. 04 feet East of the
Northeast corner of Henry Adams Donation Land Claim No. 43, in Section 36, Township 23 North,
Range 4 East, Willamette Meridian, in King County, Washington;
THENCE lost 353. 04 Feet, along the North side of said street;
THENCE North 562.16 Feet to Spring Brook Slough Drainage Ditch No. 1;
T14ENCE Wester I y, a I ong the South s i de of so i al al i tc h, 334. 12 f ee t to the East I I ne of a 5-ocre tract
deeded to Winston as recorded in Volume 580 of Deeds, page 207, in King County, Washingtonj
THENCE Southerly, along said line, 472.1 feet to the POINT OF BEGINNING;
EXCEPT that portion thereof condemned in King County Superior Court Cause Number 81-2-08117-7
for widening of S, W, 43rd Street,
Parcel 11
That portion of the Northwest quarter of the Northeast quarter of Section 36, Township 23 North,
Range 4 East, W! I lamette Meridian, in King County, Washington, described as Fot lows:
BEGINNING at a point on the North side of S. W. 43rd Street which is 943. 04 feet East and 30 feet
North of the Northeast corner of Henry Adams Donation Land Claim No. 43, in Section 36, Town5hip
23 North, Range 4 East, Willamette Meridian, in King County, Washington;
THENCE East 353.04 feet, along the No-th. side of soid streeti
THENCE North 562. 12 Feet to Spring Slough Drainage Ditch No. 1;
THENCE Westerly, along the South Side ()� said ditch, 334. 12 feet to the East line of 0 5-Qcre tract
deeded to Winston as recorded in Volume 580 of Deeds, page 207, in King County, Washington;
THENCE Southerly, along said line, 4?. ! feet to the POINT OF BEGINNING;
EXCEPT the Westerly 85 feet thereof in �.,alth; and
EXCEPT that portion thereof condemned in King County Superior Court Cause Number 81-2-08117-7
for widening of S.W. 43rd Street.
Parcel J:
The East 393-1/2 feet of the Northwest quarter of the Northeast quarter of Section 36, Township 23
North, Range 4 East, Willamette Meridian, in King County, Washington, lying south of Spring Brook
Slough Drainage Ditch No, 1;
EXCEPT that portion thereof for S. W. 43rd Street right-oF-way; and
EXCEPT the South 20 feet of so i d prem i ses conveyed to the C i ty of Renton f or w i den i ng of S. W. 43rd
Street bydeedrecorded under RecordingNumber 58956B9; and
EXCEPT that portion thereof condemned in King County Superior Court Cause Number 81-2-08117-7
for widening of S,W, 43rd Street.
Parcel N:
That portion of the Northwest quarter cF the Northeast quarter of Section 36, Township 23 North,
Range 4 East, Willamette Meridian, in King County, Washington, described as follows:
BEGINNING on the North I ine of the county rood at a point which is 943. 04 feet East and 30 feet
North of the Northeast corner of Henry Adams Donation Land Claim No. 43 in said Township and
Range;
THENCE North 03* 49' 00' East 495, 8 f eet, more or I esS, to the center I i ne of the dra i nQge d 1 tch,?
THENCE, a I ong so i d ol i tch I i ne, South 66' 03' 00' West 209. 93 feetj
THENCE South 409.46 feet to the North tine of said county roadj
T14ENCE East, along said road line, 159.85 feet to POINT OF BEGINNING;
EXCEPT right-oF-way For said drainageclitchj and
EXCEPT that portion thereof condemned in King County Superior Court Cause Number 81-2-08117-7
for widening of S.W. 43rd Street.
FOR APPROVAL
BY
BY
BY
NO. I REASON I BY I APPR I DATE
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File: P:\SDSKPROJ\5911\ENGINEERING\59112G3.DWG Date/Time: 05/28/1998 10:31 Scale: 1=30 joson Xrl Z591126,Z59112T, 17 �r_ 421
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STORMWATER DRAINAGE NOTES:
1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION
MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS,
DESIGN ENGINEER.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY
WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS (APWA), AS AMENDED BY
THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS.
3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED
PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION
FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF
RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY.
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS. REFERENCE BENC14MARK AND ELEVATION ARE NOTED
ON THE PLANS.
6, ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING
AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAJNED UNTIL
CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO
OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED
BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY.
8, GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER
THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A
LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM
WATER UTILITY.
9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION
IN ACCORDANCE WITH SECTION 7-02.3(l) OF THE CURRENT STATE OF WASHINGTON
STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL
TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON
A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C,"
WITH THE EXCEPTION OF PVC PIPE, ALL TRENCH BACKFILL SHALL BE COMPACTED TO
MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT
OTHERWISE PER ASTIVI D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER
AND UNDER PVC PIPE.
10. GALVANIZED STEE_ , i,-E AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES
SHALL HAVE ASPHAI.-T TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY
STORM DRAINAGE P"Ic, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
12. ALL CATCH BASI., .,,.ArES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
13. OPEN CUT ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE
ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC
WORKS, DESIGN ENGINEER.
14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHk - L BE
OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE
FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES/40 PERCENT TO 70 PERCENT
PASSING; 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND -2
INCHES ROCK/10 PERCENT TO 20 PERCENT PASSING.
15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE
STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS,
DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURATELY DIMENSIONED CERTIFIED
AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY OF
RENTON UPON COMPLETION.
16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES
NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY
CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF
RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND
MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD,
SAFETY DEVICES. PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED
ACTIONS TO PROTECT THE LIFT, HEALTH. AND SAFETY OF THE PUBLIC, AND TO PROTECT
PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE
CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE
TRAFFIC ENGINEERING DIVISION OF THE DEPARTMENT OF PUBLIC WORKS. ALL SECTIONS
OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23. TRAFFIC CONTROL, SHALL APPLY.
18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN
THE AQUIFER PROTECTION AREA.
STORM DRAINAGE PIPE SPECIFICATIONS
ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS UNLESS
OTHERWISE SPECIFIFD IN THE PLANS. ALL PIPE JOINTS MUST BE GASKETED WATERTIGHT AND
MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE SHALL HAVE A MINIMUM COVER AS
SPECIFIED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (REFER TO THE
MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM COVER FOR HEAVY EQUIPMENT LOADINGS).
A. DUCTILE IRON - 4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CLASS 52 AND 16-INCH
THROUGH 24-INCH DIAMETER PIPE SHALL BE CLASS 50, ALL IN ACCORDANCE WITH USA
STANDARD A-21.1 (AWWA C-51). ALL JOINTS SHALL BE PUSH -ON, MECHANICAL, OR
FLANGED (6-INCII MINIMUM COVER).
B. CONCRETE - 4 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE NON -REINFORCED, BELL AND
SPIGOT WITH RUBBER GASKET JOINTS, CONFORMING TO ASTM C-4 (CLASS 11). 21 INCH
THROUGH 36 INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WITH RUBBER
GASKET JOINTS, CONFORMING TO ASTM C-76 (2 FOOT MINIMUM COVER).
C. PVC - 4 INCH THROUGH 18 INCH DIAMETER PIPE, WITH 24-INCH TO 36-INCH OF COVER SHALL
BE IN ACCORDANCE WITH ASTM D3034 SDR 21. 4-INCH THROUGH 18-INCH DIAMETER PIPE,
WITH ASTM D3034 SDR 35 SHALL HAVE 36-INCH MINIMUM COVER. ALL JOINTS SHALL BE
PUSH -ON WITH RUBBER CASKETS. PVC STORM PIPE REQUIRES A.C. COLLARS (I.E., CATCH
BASIN CONNECTION) OR KOR-N-SEAL CONCRETE BOOTS.
D. HELICAL CORRUGATED PLAIN ALUMINUM PIPE (CM - 6 INCH THROUGH 18 INCH DIAMETER
PIPE SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1�2 INCH CORRUGATIONS. 21 INCH THROUGH
36 INCH DIAMETER PIPE SHALL BE 14 GAUGE WITH 2 1/3 INCH X 112 INCH CORRUGATIONS.
REFER TO DETAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCH DIAMETER. ALL
ALUMINIZED PIPE SHALL HAVE ASP14ALT TREATMENT I COATING (2.0-FOOT MINIMUM COVER).
E. HELICAL CORRUGATED STEEL PIPE (HCMP) - 6 INCH THROUGH 36 INCH SHALL BE 16 GAUGE
WITH 2 213 INCH X 112 INCH CORRUGATIONS. ALL STEEL MATERIALS SHALL BE GALVANIZED
AND ASPHALT TREATMENT 1 COATED. REFER TO DETAILS IN THESE PLANS FOR ANY PIPES
LARGER THAN 36 INCHES IN DIAMETER (2.0-FOOT MINIMUM COVER).
F. CORRUGATED POLYETHELENE MEETING THE REQUIREMENTS OF AASHTO M-294, TYPE S. MINIMUM
PIPE DIAMETER SHALL BE 8'. MAXIMUM PIPE DIAMETER SHALL BE 36* OR THE DIAMETER FOR
WHICH THE SUPPLIER HAS A JOINT CONFORMING TO ASTM D 3212, WHICHEVER IS LESS. JOINTS
SHALL BE CLASSIFIED AS "WATERTIGHT'. WATERTIGHT JOINTS SHALL BE MADE WITH A SLEEVE
OR WITH A BELL SPIGOT AND SHALL CONFORM TO ASTM D 3212 (10.8 PSI) USING ELASTOMERIC
GASKETS CONFORMING TO ASTM F 477. GASKETED JOINTS SHALL BE LUBRICATED AS RECOMMENDED
BY THE PRODUCER DURING INSTALLATION. *SOILTIGHT" JOINTS SHALL NOT BE PERMITTED.
FITTINGS SHALL BE BLOW MOLDED. ROTATIONAL MOLDED. OR FACTORY WELDED. THERMOPLASTIC
PIPE FITTINGS SHALL MEET THE REQUIREMENTS SET FORTH IN AASHTO M 294.
NOTES AND DETAILS
SWARY 8MR NOTES AND SPECIFICATION&-
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS
OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL
OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT,
FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF
RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S; RESPONSIBILITY TO
VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRECONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO SIARTINC- CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE lHE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
6, CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAJN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH
HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED
LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED
ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A
CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT
HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(l)
OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRu,"IION. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION
OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM
D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FIN:SHED GRADE. IN PAVED AREA,
COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C-443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 21" I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTE:
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
NTH A HIGH SOLIDS URETHANE COATING;
WASSER MC-CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
SANITARY MANHOLE TYPICAL DETAIL
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NOTES AND DETAILS
DESK**-:D KL___ DATE 1/7/98
DRAWN _SW____
CHECKED KL_ - SCALE -ASSHOWN.
APPROVED
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167
RENTON, WASHINGTON
DEVELOPER:
PRIME H ISPi rALIT f C�ORP�IoRA rj�ON
3033 NORTH 44th STREET, SUITE 375
PHOENIX, ARIZONA 85058
(602) 954-17761 FAX: (602) 954-1226
ARCHITECT:
ARCHITECTURAL IMEN ION
1600 SOUTH MAIN STREET, SUITE 275
WALNUT CREEK, CALIFORNIA 94596
(925) 932-86517 FAX: (925) 746-8744
SUBMITTED TO:
CITY OF RENTON
FOR:
SITE PLAN APPROVAL
8-14-98
DRAWING INDEX
DR-1
COVER SHEET
DR-2
TOPOGRAPHIC AND BOUNDARY SURVEY
DR-3
SITE PLAN
DR-4
GRADING AND LAND CLEARING PLAN
DR-5
UTILITY PLAN
DR-6
DRAINAGE PLAN
DR-7
LANDSCAPE PLAN
DR-8
lst and 2nd FLOOR PLANS
DR-9
3rd FLOOR PLAN
DR-10
EXTERIOR ELEVATIONS
DR-11
EXTERIOR ELEVATIONS
DEVIELOPMENT PLAJ,
DR-12
NEIGHBORHOOD DETAIL MAP CITY OF RENI
Ot
AUG 18 1198
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DATE PH ASE
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CATALOG NUMBER
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SHEET NUMBER
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SHEET OF
'�3 -A - (31 � — I
FOUND BRASS DISK IN
PER SURVEY REC. NO.
8606269007 MONUMENT
I S N. 0. 0 4' & W. 0. 3 3'
OF THE SE CORNER OF
NW 1/4 OF THE NE 1/4
SEC. 36, TWO. 23 N.,
R. 4 E., W. M.
IE = 13.72 (8" CONC. E. & W.)
AT MID —CHANNEL
RIM 24.68
IE 9.40 (36" CONC. E.)
IE 9.38 (36" CONC. W.)
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HIGH WATER MARK I — — — — — — — — — — — — — — — —
SOUTHERLY EDGE OF WATER -
50' SETBACK F
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40" WILLOW
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AT BACK OF WALK WITH
PUNCHMARK, STAMPED
K.C. F-12.
EL. = 25.61
15" HOLLY
FOUND 5/8" REBAR
AND CAP, LS 18902
16" FIR 15' UTILITIES EASEMENT 1 2ffW
AFN 7404250404
15" FIR 12" FIR N 01*11'17" E 377.25' 8' GRAVEL DRIVEWAY
20
GRAPHIC SCALE
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SCALE: 1" = 30'
SITE SURVEY
SCALE: 1' - 30'-0'
4' WOOD FENCE
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RIM 25.86
IE 15.36 (E" CONC. S.,
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MID— CHANNEL
LEGEND
&
90NUMENT FOUND AS NOTED
0
CORNER FOUND AS NOTED
0
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
POWER POLE
GUYANCHOR
LIGHT POLE
POWER VAULT
FIRE HYDRANT
WATER VALVE
WATER MANHOLE
4"G
GAS MAIN
—UP—
UNDERGROUND POWER LINE
_SS —
SANITARY SEWER LINE
_SD—
STORM DRAIN LINE
12-W
WATER MAIN
FENCE LINE AS NOTED
CONIFER TREE AS NOTED
0
DECIDIOUS TREE AS NOTED
NOTES
BASIS OF BEARINGS: PER PROPOSED LOT
LINE ADJUSTMENT NO. LUA-98-027—LLA,
SEE SURVEY NOTE #
VERTICAL DATUM: NAVD 1988.
BENCHMARK: CITY OF RENTON #1973.
FOUND 3: BRASS DISK IN BACK OF
Dt—VELCPMENT PLAN'1411't_�
CITY OF RENTON
AUG 18 1998
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BID ISSUE
REVISIONS
DATE PH ASE
A
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A
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A
CONSTRUCTION ISSUE
CATALOG NUMBER
JOB NUMBER
HGO05
PHASE
40
SHEET NUMBER
DR-2
SHEET OF
(E) DIRT ROAD
NO -BUILD ZONE IN
50' SETBACK FROM vll�w
HIGH-WATER MARK 72'-0" 6'- 0
TRASH ENCLOSJPE
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EX. SAN. SEWER MANHOLE
RIM = 24.52
IE = 13.72 (8" CONIC. E. & W.)
AT MID -CHANNEL
EX. STORM MANHOLE
RIM = 24.68
IE = 9.40 (36" CONIC. E.)
IE = 9.38 (36" CONC. W.)
(E) DIRT ROAD 3" MAPLE (TYP)
ALONG ROADWAY
2'-0" VEHICLE
OVERHANG (TY"P.) IMONUMENT SIGN
. Ln N 01*11'17" E 477.48'
0
L-;tj
81,-0" 6'- 0 Bl,-O"
`%��ASPHALT PAVING (TYP.) ELECTRICAL 15' SLoPE;cF—
TRANSFORMER EASEMENTI
283'-7" _0
0
CID
PROPOSED
Fl%.j i cL-
248'-6"
I
20' HIGH POLE -
MOUNTED LIGHT
FIXTURE (TYP.)
89'-6"
GRAPHIC SCALE
30 0 15 30 60
( IN FEET)
1 INCH = 30 FT,
01
(E) 15- FIR
120
10' ROAD EASEMENT,
TO BE ABANDONED
PICNIC AREA
FENCE
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126'-0" lo,-O i, t C:) LLY TO
0 (E) 24" AR'TO BE REMOVED (E) 15" HO
-1 OR RELOCATED, 34'-6" BEREMOVEDOR
6'- 0 go,-O,, RELOCATED I
Cc)
(E) 12" PINE
lq w
1 01 ;
N 0 *11'17" E 377.25'
1 0
j()E), 2?"FIR
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FIR 15' UTILITY EASEMENT--� a-
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-7 -77
4' WOOD FENCE
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SITE PLAN
SCALE: 1' - 30'-0'
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UNIT COUNT BREAKDOWN
SQ. FT.
455
455
455
455
532
576
576
576
586**
938**
913
604
956
UNIT TYPE
S-AS S-AT
S-K
S-DD
S-MOD
Ml-AS
Ml-K
Ml-DD
L
XL
XLI
TOTAL
FIRST FLOOR
1
1
21
5
0
1
2
1
0
0
1
33
SECOND FLOOR
0
2
25
4
2
0
2
2
2
0
1
40
THIRD FLOOR
a
1
26
4
2
0
2
2
0
2
1
40
TOTAL
1
4
72
13
4
1
6
5
2
2
3
113
%
1%
4%
63%
11%
4%
1%
5%
4%
2%
2%
3%
100%
INDICATES
ONE UNIT
DESIGNATED
AND
EQUIPPED
FOR THE
HEARING
IMPAIRED.
INDICATES
SQUARE
FOOTAGE
OF UNIT
ON THE TOWER SIDE OF LOBBY AREA.
PROJECT SUMMARY
NO. OF STORIES:
3
NO. OF UNITS:
113
(E) CONC. CURB & GUTTER
TYP. UNIT SQ. FT.:
VARIES
ZONING:
CA (COMM. ARTERIAL)
GROSS BUILDING AREA:
74,523 SO. FT.
NEW DRIVEWAY
GROSS SITE AREA:
135,582 SQ. FT.
(3.11 ACRES)
- "NO BUILD" AREA:
19,499 SO. FT.
(0.45 ACRES)
NET SITE AREA:
116,083 SO. FT.
(2.66 ACRES)
PEDESTRIAN ACCESS
FLOOR/AREA RATIO:
.55
LOT COVERAGE:
24,271 SO. FT. (18%)
LANDSCAPE AREA:
64,756 SO. FT. (48%)
(E) HYDRANT
PARKING AREA:
46.555 SO. FT. (34%)
PARKING SPACES REQUIRED:
1 SPACE/UNIT + 2 SPACES
PER 3 EMPLOYEES =
116
PARKING SPACES PROVIDED:
STANDARD PARKING
91 SPACES
DECORATIVE CONCRETE PAVING
COMPACT PARKING
20 SPACES (17%)
HANDICAPPED PARKING
5 SPACES
TOTAL PARKING =
116 SPACES
PARKING SPACES SIZE
STANDARD PAPv,NG:
9'-0" X 20'-0" (W/
2'-0" OVERHANG
AT SIDEWALK AND
LANDCAPING)
COMPACT rARKING:
8'-6" X 16'-0" (W/
2'-0" OVERHANG
AT SIDEWALK AND
EX. SAN. SEWER MANHOLE
LANDCAPING)
RIM 25.86
IE 15.36 (6" CONC. S.,
HT. RESTRICTION:
50'
8" CONC. E. & W.) AT
BUILDING HEIGHT:
50'
MID- CHANNEL
SETBACKS REQUIRED
FRONT:
10'(LANDSCAPED)
SIDE:
NONE
REAR:
NONE
CONSTRUCTON TYPE:
TYPE V, 1-HR. (FULLY SPRINKLERED)
OCCUPANCY GROUP: R-1 (HOTEL)
NEW DRIVEWAY
LEGEND
(E) 3" MAPLE TO
BE REMOVED OR
RELOCATED POLE MOUNTED 1_10,�T FIXTURE, 20 FEET HIGH
42" HIGH L;O,,- E30LLARD
PARKING CC-',,T
CONCRETE PAVING
DEVELOPMEN17 ' PI-ANNING
CIT-Y OF REN FON
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PERMIT SUBMITTAL
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BID ISSUE
PEVISIONS
DATE PHASE
A
A
A
A
ZL
A
A
A -
CONSTRUCTION ISSUE
CATALOG NUMBER
JOB NUMBER
HG005
PHASE
40
SHEET NUMBER
DR-3
SHEET OF
N 01 *11'17" E 477 419'
C'i
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PRELIMINARY GRADING PLAN
SCALE: l' - 30'-0*
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6 a 0 m 0 a 0 0 0 m m m
30 0 30 60
SCALE: 1" = 30'
BASIS OF BEARINGS: PER PROPOSED LOT
LINE ADJUSTMENT NO. LUA-98-027-LLA,
SEE SURVEY NOTE #
VERTICAL DATUM: NAVD 1988.
BENCHMARK: CITY OF RENTON #1973.
FOUND 3: BRASS DISK IN BACK OF
LEGEND
EXISTING
MONUMENT FOUND AS NOTED
0
CORNER FOUND AS NOTED
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
POWER POLE
GUY ANCHOR
LIGHT POLE
POWER VAULT
FIRE HYDRANT
WATER VALVE
WATER MANHOLE
-4"G-
GAS MAIN
-UP-
UNDERGROUND POWER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
WATER MAIN
FENCE LINE AS NOTED
CONIFER TREE AS NOTED
DECIDIOUS TREE AS NOTED
NOTE
50' SHORELINE COMMERCIAL SETBACK, SANITARY SEWER AND
STORM DRAIN LINES SHOWN AS EXISTING ON THESE PLANS ARE
PER OAKESDALE BUSINESS PARK, PHASE 1, PLANS BY BARGHAUSEN
CONSULTING ENGINEERS, JOB #5911. AT THE TIME OF SUBMISSION
THESE PLANS WERE NOT APPROVED BY THE CITY OF RENTON.
I)VELOPMEN-1 pt_A,v,�.,�tINNG
CITY OF RENTON
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PERMIT SUBMITTAL
PERMIT CLEARANCE
BID ISSUE
REVISIONS
DATE
A-
PHASE
A
A
A
A
A
A
A
A
CONSTRUCTION ISSUE
CATALOG NUMBER
JOB NUMBER
HGO05
PHASE
40
SHEET NUMBER
DR-4
SHEET OF
K,
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L-IVF)D A NIT A CC11
725 LF 6"
8' 8" TEE (FL�
8" 6" GV (Fl_x�
01, 8"�<6" REDUCEF
10, COUPLING (MJx
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TH ST BLOCK
C�L-4
22-1/2' BE
( JXmj)
T RUST BL(
CPA
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12"x8"xl2" TEE (FLxMJ)
8" GV (FLxMJ)
THRUST BLOCK
UTILITY PLAN
SCALE: l' - 30'-0'
30 0 30 60
SCALE: 1" = 30'
BASIS OF BEARINGS. PER PROPOSED LOT
LINE ADJUSTMENT NO. LUA-98-027—LLA,
SEE SURVEY NOTE #
VERTICAL DATUM: NAVID 1988.
BENCHMARK: CITY OF RENTON #1973,
FOUND 3: BRASS DISK IN BACK OF
LEGEND
CONNECT TO EX 12"
EXISTING
12"x8"xl2" TEE (FLxMJ)
s
MONUMENT FOUND AS NOTED
8" GV (FLxMJ)
0
CORNERFOUND ASNOTED
THRUSTBLOCK
0
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
POWER POLE
GUY ANCHOR
LIGHT POLE
POWER VAULT
FIRE HYDRANT
WATER VALVE
WATER MANHOLE
—4"G—
GAS MAIN
—UP—
UNDERGROUND POWER LINE
_SS—
SANITARY SEWER LINE
_SD—
STORM DRAIN LINE
12"W —
WATER MAIN
FENCE LINE AS NOTED
EXIST. FIRE
CONIFER TREE AS NOTED
HYDRANT ASSY.
0
DECIDIOUS TREE AS NOTED
PROPOSED
SS YANHOLE
L.Li
SS-
SS LINE
-W-
WATER MAIN
FIRE HYDRANT
GATE VALVE
Lr
NOTE
50' SHORELINE COMMERCIAL SETBACK, SANITARY SEWER AND
STORM DRAIN LINES SHOWN AS EXISTING ON THESE PLANS ARE
PER OAKESDALE BUSINESS PARK, PHASE 1, PLANS BY BARGHAUSEN
CONSULTING ENGINEERS, JOB #5911. AT THE TIME OF SUBMISSION
THESE PLANS WERE NOT APPROVED BY THE CITY OF RENTON.
r% nz,
DEVELOPM'E'NT PLANNING
CITY OF RENTON
AUG 18 1998
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BID ISSUE
REVISIONS
DATE PH ASE
A-
A
A
A
A
A
A
A
L
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L
A
A
A
A
A
CONSTRUCTION ISSUE
CATALOG NUMBER
JOB NUMBER
HGO05
PHASE
40
SHEET NUMBER
DR-5
SHEET OF
STORM DRAINAGE
co INSTALL SDMH
.0. rQ ON EX 15" SE
IE 16.50 PER
PLAN
Fq
1 4� LF 15" CPEP
@ 0. 71 %
cp,
A%%
SID "'R ,�! cl (`-� I- E) TVr')E- I
;llm
DRAINAGE PLAN
SCALE: l' - 30'-0'
PIM 24.68
ce,
c.
9-38 '35' CON
'35" MAP TYP
P NO.
SUR vE'l 1, %1
8506269OU/ MON!UME-NT
IS N- 1104� & YV ()-33'
r
THE SF
N 0 F -,,I I f.- IN, LE I!%!
4 E.. W'. M.
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YA k�"ilNr
30 0 30 60
SCALE: 1" = 30'
BASIS OF BEARINGS: PER PROPOSED LOT
LINE ADJUSTMENT NO- LUA-98-027—LLA,
SEE SURVEY NOTE #
VERTICAL DATUM: NAVD 1988.
BENCHMARK: CITY OF RENTON #1973.
FOUND 3: BRASS DISK IN BACK OF
LEGEND
EXISTING
MONUMENT FOUND AS NOTED
0 CORNER FOUND AS NOTED
SANITARY SEWER MANHOLE
STORM DRAIN MANHOLE
-C>- POWER POLE
GUY ANCHOR
LIGHT POLE
POWER VAULT
FIRE HYDRANT
WATER VALVE
WATER MANHOLE
—4"G— GAS MAIN
UP— UNDERGROUND POWERLINE
SANITARY SEWER LINE
SID— STORM DRAIN LINE
WATER MAIN
FENCE LINE AS NOTED
CONIFER TREE AS NOTED
DECIDIOUS TREE AS NOTED
PROPOSED
m CATCH BASIN
CATCH BASIN, TYPE 2
SID LINE
SPOT ELEVATION
CEMENT CONC BARRIER CURB
CEMENT CONC BARRIER CURB & GUTTER
CONCRETE VALLEY GUTTER
NOTE
50' SHORELINE COMMERCIAL SETBACK, SANITARY SEWER AND
STORM DRAIN LINES SHOWN AS EXISTING ON THESE PLANS ARE
PER OAKESDALE BUSINESS PARK, PHASE 1, PLANS BY BARGHAUSEN
CONSULTING ENGINEERS, JOB #5911. AT THE TIME OF SUBMISSION
THESE PLANS WERE NOT APPROVED BY THE CITY OF RENTON.
PLAI"
Cl-Ty OF RF—N-VON
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PERMIT CLEARANCE
BID ISSUE
REVISIONS
DATE PHASE
A
A
A
A
A
A
A
A
A
A
A
A
A
CONSTRUCTION ISSUE
CATALOG NUMBER
JOB NUMBER
HG005
PHASE
40
SHEET NUMBER
DR-6
SHEET OF
N
LANDSCAPE PLAN
SCALE: r - 30'-0'
NORTH
W
W
co
19T
(E) 3" MAPLE TO
BE REMOVED OR
RELOCATED
50TANCAL NAI"IE
TREES
SIZE SPACWS QJANTTY
ACAW macropNila
5121saf ?-lapis
6-61
a& shown x
Acer ubrum 'Red Sunset
Red Sun6ert Red �IdIPJS
2' ca 1.
a 6 shown x
G-
Acar r-frr-Triaturr.
\vIne r-laple
8, m.
as shown x
Ainus rubra
Red Alder
6-8,
as shown x
5atula papVrIFera
Paper 15from
61-8,
as shown x
Betwia jacquernortil
Cercldijcev�llum japomIc4.xr
�acqummomtl 51rch
Kat6,-ra Tres
2' ca 1.
2' ca 1.
as shown x
a 8 shown x
Peoudot"a marzissIT
Doueiaa Fir
a' ht.
as shown x
Pyus callsmjama Arletor-rat'
Aristocrat Pear
2' ca 1.
as shown x
SalIx scoularfaria
5coulare Willow
)gal.
as shown x
Zekova bwTata "011age Grow'
Yll" Grow Japarmse Zolkoya
2' ca 1.
a 6 shown x
844RUBS/GROUNDCOVERS
(2)
Azalea C-Sumpo Whits
C%fflpo Whits Azalea
2 GAL.
21/2 - O.C. x
0
Cormus stolorifFera
Red Osler Doew000
3 GAL.
4'- ro OG. x
Eu0mqrmu6 alata C-ompacta,
Dwarf Vmaecl Euonymue
2 GAL-
3' oz. x
Euom9mua japorica t1Ir-ropN1Ia'
Dwrr Evergram Euomp4je
2 GAL.
3' Or- x
0
R06a nUtKara
Nootka Rose
2 GAL,
31 oz. x
(b
ex arsmata "s;lmrf
i-4sler Japanese WolIS
2 GAL.
21/2, oz. x
0
Jurlpsrua virgirilama 5kgrockst'
6k�rockst Juniper
3 GAL.
2/2' Or- x
E)
Lavanduia arigubtifolls
Ermellsh Lavender
I GAL.
2' O.C. x
0
Prunue laurocsrasus
Otto Lu�kam Laurel
2 GAL-
3' O.C. x
t3�
4;a-�drom i5somer Lllatsrsr'
Gorer Illilitars, lWcdodanalirom
3 GAL.
51 O.C. x
(g
vqiourrium clavidli
David's 1.4lourrum
2 GAL.
31 oz. x
Arcto6tapoNiu& uva-urel 'Mass.'
Kimrlkjrrfck
4' 'pot
18, O.G. x
\11mca minor BOW46,
Bowles c4ifflor flarliulrilds
4' pot
Is, 0 r— x
Sea soma l Anr�ua 16
2' pot
12, O�C. x
Lauir
awrim Go
lbs-AOOOO
l4*T'DRO6EED "IX
Ba,cia�* Low-6row Seed Mixture ("roseed all buffer area&)
(as supplied lv� DF. MAJWS, or approved equal,)-
Parcentage or Seed
Barcla� perennial Loilum pererre '10%
flem law red
crempling rescue FeetucA ruln-ra 20%
Aurora Ward rescue Festuca IcNIFolia 10%
4,ppl� bedKj mixture at a rate or 220 [be of &Med/aCre, 2)000 lbs, of wood fiber mulcirvacre,
400 be of 10-20-20 Fort t lizer/a cre, and 40 Ios oF tick.Irler/acre.
DEVELOPMENT PLANiAlIN33
CITY OF RENTON
AUG 18 1998
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SCALE: 3/32' - T-0'
FINISH COLOR D THRU-WALL PTAC UNIT, COLOR
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SCALE: 3/32' - T-0'
DECORATIVE COLUMNS,
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E.I.F.S. WALL FINISH,
COLOR B
COLOR B
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IBM
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CONTROL JOINT (TYP.)
ARCHITECTURAL GRILLE OVER
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+50'-0'
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+38'-9 1/2"
MAIN RIDGE
+27'-4 7/8" OIL
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PERMIT SUBMITTAL
PERMIT CLEARANCE
BID ISSUE
REVISIONS
DATE PHASE
A
A
A
A
A
A
A
A
A
A
A
CONSTRUCTION ISSUE
CATALOG NUMBER
JOB NUMBER
HG005
PHASE
40
SHEET NUMBER
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SHEET OF
RECEIVED
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SIGNAGE LOCATION, 50 S.F.
(NOT A PART OF THIS SUBMITTAL) TOWER ELEMENT
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CITY OF RENTON
AUG 18 1998
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BID ISSUE
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DATE PHASE
A
A
A
A
A
A
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A
A
A
A
A
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CATALOG NUMBER
JOB NUMBER
H0005
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AUG 18 1998
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A
A
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A
A
A
A
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CONSTRUCTION ISSUE
CATALOG NUMBER
JOB NUMBER
PHASE
HGO05
40
SHEET NUMBER
DR-12
SHEET CW
EX. SAN. SEWER MANHOLE
RIM = 24.52
IE = 13.72 (8" CONC. E. & W.)
AT MID -CHANNEL
EX. STORM MANHOLE
RIM 24.68
IE 9.40 (36" CONC. E.)
IE 9.38 (36" CONC. W.)
10
2 26 2 34 2
25
3" MAPLE (TYP)
(E) DIRT ROAD
(E) DIRT ROAD ALONG ROADWAY
k
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N 01'11'17-- E 477.,W ILO IMONUMENT SIGN
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_'%��ASPHALT PAVING (TYP.)-\ 15'
ENCLOSURE I CTRICAL
18,
10 IL IE�,---�
23'-0" _011 - ELE ER E SEMENT
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co SATELLITE DISH
4t
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248'-6"
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coo TO BE ABANDONED
El
0
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2 HIGH 0 E- 126'-0" 10, - oi:�
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PROPOSED MOUNTED 1_11 T 0 (E) 24" PIR T'0 BE REMOVED (E) 15" HO L TO
RETAINING FIXTURE (TYP.) OR RELOCATED, 3 4'- 6' BE REMOVED oR,�
I, N 27'-0" 1
WALL 89'-6" 6'-0"" C-4, 901-0 RELOCATED
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20
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GRAPHIC SCALE
30 0 15 30 50
( IN FEET)
1 INCH = 30 FT.
120
SITE PLAN
SCALE: 1" - 30'-0'
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UNIT
COUNT BREAKDOWN
SQ. FT.
455
455
455
455 532
576
576
576
586**
938**
913
604
956
UNIT TYPE
S-AS
S-AT
S-K
S-DD S-MOD
M1-AS
Ml-K
M1-DD
L
XL
XLI
TOTAL
FIRST FLOOR
1
1
21
5 0
1
2
1
0
0
1
33
SECOND FLOOR
0
2
25
4 2
0
2
2
2
0
1
40
THIRD FLOOR
0
1
26
4 2
0
2
2
0
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1
40
TOTAL
1
4
72
13 4
1
6
5
2
2
3
113
%
1%
4%
63%
11% 4%
1%
5%
4%
2%
2%
3%
100%
INDICATES
ONE UNIT
DESIGNATED AND
EQUIPPED
FOR THE
HEARING
IMPAIRED.
INDICATES
SQUARE
FOOTAGE OF UNIT
ON THE TOWER SIDE OF LOBBY AREA.
(E) CONC. CURB & GUTTER
NEW DRIVEWAY
PEDESTRIAN ACCESS
(E) HYDRANT
DECORATIVE CONCRETE PAVING
EX. SAN. SEWER MANHOLI
RIM 25.86
IE 15.36 (6" CONC. S.,
8" CONC. E. & W.) AT
MID- CHANNEL
NEW DRIVEWAY
(E) 3" MAPLE TO
BE REMOVED OR
RELOCATED
PROJECT SUMMARY
NO. OF STORIES:
3
NO. OF UNITS:
113
TYP. UNIT SQ. FT.:
VARIES
ZONING:
CA (COMM. ARTERIAL)
GROSS BUILDING AREA:
74,523 SQ. FT.
GROSS SITE AREA:
135,582 SQ. FT.
(3.11 ACRES)
- "NO BUILD" AREA:
19,499 SQ. FT.
(0.45 ACRES)
NET SITE AREA:
116,083 SQ. FT.
(2.66 ACRES)
FLOOR/AREA RATIO:
.55
LOT COVERAGE:
24,271 SQ. FT. (18%)
LANDSCAPE AREA:
64,756 SQ. FT. (48%)
PARKING AREA:
46,555 SQ. FT. (34%)
PARKING SPACES REQUIRED:
1 SPACE/UNIT + 2 SPACES
PER 3 EMPLOYEES =
116
PARKING SPACES PROVIDED:
STANDARD PARKING
91 SPACES
COMPACT PARKING
20 SPACES (17%)
HANDICAPPED PARKING
5 SPACES
TOTAL PARKING =
116 SPACES
PARKING SPACES SIZE
STANDARD PARKING:
9'-0" X 20'-0" (W/
2'-0" OVERHANG
AT SIDEWALK AND
LANDCAPING)
COMPACT OARKING:
8'-6" X 16'-0" (W/
2'-0" OVERHANG
AT SIDEWALK AND
LANDCAPING)
HT. RESTRCTION:
50'
BUILDING HEIGHT:
50'
SETBACKS REQUIRED
FRONT:
10'(LANDSCAPED)
SIDE:
NONE
REAR:
NONE
I
CONSTRU C71 ON TYPE:
TYPE V, 1-HR. (FULLY SPRINKLERED)
OCCUPANCY GROUP: R-1
(HOTEL)
LEGEND
POLE MOUNTED LIGHT FIXTURE, 20 FEET HIGH
42" HIGH LIGHT BOLLARD
PARKING COUNT
CONCRETE PAVING
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PERMIT SUBMITTAL
PERMIT CLEARANCE
BID ISSUE
REVISIONS
HASE
A
A
A
A
A
A
A
A-
A
CONSTRUCTION ISSUE
CATALOG NUMBER
JOB NUMBER
HGO05
PHASE
40
SHEET NUMBER
DR-3
SHEET OF
4w 12. S#A .
(E) 3" MAPLE TO
BE REMOVED OR
RELOCATED
73 LANDSCAPE PLAN
SCALE: 1' = 30'-0'
NORTH
BOTANICAL NAME
TREE5
m
m
4
Acsr mar-rophSlla
0
Acer rulbrum 'Red 5ursat'
Acar r-Irr-Inatum
RA
Alnus rubra
5atula papyril'ara
+
Batula jacquamontif
Carcldlph�llum japonloum
Psaudotsuga marzInall
FFus callar�ana ArIstocrat'
Balfx acoularlana
Zekova oarrata "Y'll1age Grean'
81-11R.155/GROUNDCOVERS
C,OMMCN NAME
SIZE
SfA,-- Wa
QUANTITY
Blgleaf Maple
61-81
as shown
X
Red 6umet Red Maple
2' cai.
as shown
x
VIne Maple
a, Ht.
as shown
X
Red Alder
as shown
X
Paper Birch
0-51
as shown
X
Jacquemortl 51rch
2' ca 1.
a 5 shown
X
Katsura Tree
2' ca 1.
a a shown
x
Douglas FIr
a, ht.
as shown
X
Aristocrat Fear
2' ca I.
as shown
X
5c.oulars Wfilow
I gal.
as shown
X
'Allage Grow Japanma Zakoya
2' ca 1.
a 6 shown
X
(B
Azalea Gumpo Whits,
Gumbo Units Azalea
2 GAL.
2/2' O-C;. x
0
Cormu6 6tolomlFara
Red Oster Doewood
3 GAL.
4'- ro' OZ. x
0
Euoryrus alata 'Compacta'
Dwarf UJimead Euonymus
2 GAL.
31 C.C. X
Is
Euorrua japonica Tlicrophylla'
Dwarf Evererean EUONinu6
2 GAL.
3' O.C. X
0
Rosa rutkana
Nootkg Rose
2 GAL.
31 oz. X
ED
lax crerata 'Pollerl'
Pallor Japamsse �-Icl[S
2 GAL.
2 1/2' O.G. X
0
Juniperus vir!@Irfama 50k�jrockat'
Sk.�roc*.St Juniper
3 GAL.
21/2, Oz. X
0
Lavandula an53ustifolia
English Lavender
I GAL.
2' O.G� x
C)
Frunus lauroccrasue
Otto Lu�karl-aural
2 GAL.
3' O.C. x
1:�
qa-iododendrom Gomer Waterer'
Gomer Watarar Wododarciran
3 GAL.
51 C.C. X
Viburnum davioll
David's N/Ilourrsum
2 GAL,
31 O.C. x
4rr-to&tapNlu6 uva-ural Mass.'
<fmIklrrIdk
4' pot
18, O.G. x
Vlm,--a minor Bowes'
Smim c4mmom fleriwirka
4' pot
18, C.C. x
59aeonal Ahrivalo
2' pot
12' C.C. x
Lawn
U-aTlom Ga 5
llosJ10000
HY'DROSEED MIX
Barcla�s Low -Grow Seed Mixture (1,Yjdrosead all buffer areas)
(as supplied lo� DF. MAR", or approved aqua 0-
Flarcentage OF Seed
Barcla� perennial r�a Loitum pararra 10%
Parr lawr red
crampire fescue F-metuca rubra 20%
Aurora �4ard feecija Fastuca lonsiFoila 10%
A�bblS bead mixture at a rate of 220 The of seed/ar-re, 2000 The of wood Fiber mulch/acra,
400 The of 10-20-20 Fartflizer/acre, and 40 lbb of tjokiFlar/acra.
j)EVELOPMLNT PLANNIO.'—
CITY OF RENTON
AUG 18 1998
RECEIVED
a)
W
W
W
2
0
3Z
00
Z I
0 N
Z
W <
Z
2
L
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y
LLJ
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W
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F-
cf)
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U)
Z
0
Z
I:
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Z�
0
Z
W
Ir
=11=�
PERMIT SUBMITTAL
PERMIT CLEARANCE
BID ISSUE
REVISIONS
DATE PHASE
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
CONSTRUCTION ISSUE
CATALOG NUMBER
JOB NUMBER
HGO05
PHASE
40
SHEET NUMBER
DR-7
SHEET OF
LVA mW 9 %am* Z 8 SA* FZP
c::-
Is. W.,
�t�k
EIGHBORHOOD
DETAIL MAP
SCALE- 'r - 200'-Ow
NORTH
GRAPHIC SCALE
200' 0 . 100' 200' 400'
(IN FEET)
1 INCH — 200 FT -
Kline
IDEVELOPMENT PLAW140
CITY OF RENMN
AUG 18 1990
RECEIVED
181 167
z
V)Isw 31st S4ET
0
z
oz
g
N/ z
-14 z >
< M
0 SW 41 st STR ET Li
S.18()TH c
.jREET + — S* 43rd S7-F�f
\4PROJECT
SITE
181 + 167
VICINITY MAP
NOT TO SCALE
NORTH
r
S, R -� � - /,;� 9
A* is 40 1
co
Lj
w
co
z
w
0
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cf)
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w
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z
w
0
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z
0
w
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a:
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N
ft)
0 cb
0
r-
�
z
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z
X
20
LLJ
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x
Q
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D
0 W
Lu Ld
w
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0
0
8-3-98
PERMIT SUBMITTAL
PERMIT CLEARANCE
BID ISSUE
REMSIONS
DATE PH ASE
A
A
IL
A
A
A
L
A
A
A
L
IL
A
CONSTRUCTION ISSUE
CATALOG NUMBER
JOB NUMBER
H0005
PHASE
40
SHEET NUMBER
DR-12
SHEET OF
LUA
I SAO ECP