HomeMy WebLinkAboutC24004221 Voyager DevelopmentSheet
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1302 N 30TH ST RENTON WA 98056
C11013 N 32ND STRENTON, WA 98056VOYAGER HOMESFRONTAGE IMPROVEMENT COVER PAGERevision Schedule
RevisionNumber Revision Description RevisionDate
PROJECT INFORMATION - 32ND ST. FRONTAGE IMPROVEMENT PLAN
ZONING DISTRICT: R - 8
PROPERTY OWNER: 32ND ST. DEVELOPMENT LLC
PARCEL NUMBER A: 3342101555
LOT AREA: 5,100 SF.
MAXIMUM STRUCTURE HIEGHT: 24 FT. ACTUAL (PALTE) 30 FT. MAX OVERALL.
LEGAL DESCRIPTION:
HILLMANS LK WN GARDEN OF EDEN #1 PLAT BLOCK: 15 pLAT LOT: 10
VOYAGER DEVELOPMENT LLC
ZONING DISTRICT: R - 8
PROPERTY OWNER: 32ND ST. DEVELOPMENT LLC
PARCEL NUMBER: 3342101557
LOT AREA: 5,100 SF.
MAXIMUM STRUCTURE HIEGHT: 24 FT. ACTUAL (PALTE)
30 FT. MAX OVERALL.
LEGAL DESCRIPTION:
HILLMANS LK WN GARDEN OF EDEN #1 PLAT BLOCK: 15
pLAT LOT: 11
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GENERAL NOTES:
ALL DESIGN AND CONSTRUCTION SHALL BE ACCORDANCE WITH PERMIT CONDITIONS, THE CITY OF RENTON MUNICIPAL CODE (RMC), THE RENTON PUBLIC WORKS STANDARDS AND THE
CONDITIONS OF APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT CONTRACOTR AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR DEVIATION FORM TEH ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIOSN SHALL BE AT NO ADDITIONAL COST OR LIABLITY TO THE CITY OF RENTON. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO TEH CITY OF RENTON PUBLIC WORKS DEVELOPMENT REVIEW CHECKLIST. ANY DEVIATION FROM ADOPTED STANRDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY IN WRITING PRIOR TO CONSTRUCTION. APPROVAL FO THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF UTILTIES NOT OWNED BY TEH CITY (GAS, ELECTRICAL, ETC.). PRIOR TO CONSTRUCITON OR DEVELOPEMTN ACTIVITY, A PRECONSTRUCTION MEETING SHALL BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANTS, AND THE APPLICATNS CONSTRUCTION REPRESENTATIVE.
A COPY OF THESE APPROVED PLANS SHALL BE ON TEH JOB SITE WHENEVER CONSTRUCTION IS IN PROCESS. CONSTRUCTION HOURS ARE 7:OO AM TO 8:00 PM MONDAY THROUGH FIRDAY AND 9:00 AM TO 6:00 PM ON SATURDAYS. WORK IS NOT ALLOWED ON SUNDAYS AND SOME HOLIDAYS IN ACCORDANCE WITH RMC. IT SHALL BE THE APPLICANTS/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL NECESSARY CONSTRUCITON EASEMENTS BEFORE INITIATING ANY OFF SITE WORK. VERITICAL DATUM SHALL BE NORTH AMERICAN VERITICAL DATUM OF 1988 UNLESS OTHERWISE APPROVED BY THE CTY OF RENTON. HORIZONTAL DATUM SHALL B IN TEH WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, USING NORTH AMEICAN DATUM OF 1983 UNTLESS OTHERWISE APPROVED BY THE CITY. DEWATERING (GROUNDWATER) SYSTEM CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT WSDOT STANDARD SPECIFICATIONS. OPEN CUTTING OF ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON TEH APPROVED PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGARUDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, ADN TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR, ANY WORK WITHIN THE TRAVELED RIGHT OF WAY TAHT WAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. MANUFLA ON UNFIORM TRAFFIC CONTROL DEVICES SHALL APPLY. WORK IN RIGHT OF WAY IS NOT AUTHORIZED UNTIL A TRAFFIC CONTROL PLAN IS APPROVED BY THE CITY. ANY CHANGES TO THE APPROVED PLANS MUST BE SUBMITTED TO TEH CITY IN WRITING, NO CONSTRUCTION ON THESE CHANGES SHALL BEGIN UNTIL APPROVED BY THE CITY.
PER RCW SECTION 19.122, CALL 811 BETWEEN TEN (10) AND TWO (2) BUSINESS DAYS BEFORE BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING UTILITY LOCATIONS WHETHER OR NOT THESE UTILTIES ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL EXERCISE ALL CARE TO AVOID DAMAGE TO ANY UTILITY. IF CONFLICTS WITH EXISTING UTITLIES ARISE DUIRNG CONSTRUCTION, TEH CONTRACTOR SHALL NOTIFY THE CITY OF PUBLIC WORKS CONSTURCTION INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT UTILITY LOCATES ARE MAINTAINED THORUGHOUT THE LIFE OF THE PROJECT.
ALL DMAGES INCURRED TO PUBLIC AND/OR PRIVATE PROPERTY BY THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION SHALL BE PROMPTLY REAPIRED TO THE SATISFACTION OF THE PUBLIC WORKS CONSTRUCTION INSPECTOR BEFORE PROJECT APPROVAL AND/OR RELEASE OF THE PROJECTS PERFORMANCE BOND. ALL LANDSCAPED AREAS OF THE PROJECT SHALL INCLUDE A MINIMUM OF 8 INCHES OF COMPOSTED SOIL AMENDEMENT ATOP A MINIMUM OF 4 INCHES SCARIFIED SOIL. NO FINAL CUT OR FILL SLOPE SHALL EXCEED SLOPES OF TWO (2) HORIZONTAL TO ONE (1) VERITICAL WITHOUT STABLIZATION BY ROCKERY OR BY A STRUCTURAL RETAINING WALL, UNLESS DESIGNED AND COMPLETED UNDER THE SUPERVISION OF A LICENSED GEOTECHNICAL ENGINEER. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY, STRUCTURES SUCH AS BRDIGES, VAULTS, AND RETAINING WALLS REQUIRE ADDITIONAL PERMITS FORMT EH CITY PRIOR TO CONSTRUCTION. NO MATERIALS OR EQUIPMENT SHALL BE PLACED OR STORED ON PUBLIC RIGHT OF WAY AT ANY
TIME. ANY CONSTRUCTION RESULTING IN A NEED FOR TRAFFIC CONTROL WITHIN THE PUBLIC RIGHT OF WAY SHALL REQUIRE A RIGHT OF WAY PERMIT APPROVED BY THE CITY. CONSTRUCTION NOISE SHALL BE LIMITED TO THE CONSTRUCTION HOURS UNDER RENTON MUNICIPAL CODE.
ENGINEERBRUCE MACVEIGH CIVIL ENGINEER/SMALL SITE GEOTECHNICAL 14245 59TH Ave S. Tukwila, WA 98168Cell: 206-571-8794
SSSSSSSSSSSSSYSB
5' - 0"
SYSB
5' - 0"
PROPOSED HOUSE FOOTRPINT 2185 SF. FF ELEV. 125
GARAGE FF. ELEV. 124.00
SIDE SEWER SHALL BE INSTALLED PER COR STD. PLAN 406.2
MAX. DRIVEWAY WIDTH RMC 4-4-080l.3.b
16' - 0" N 01o 50' 55" E (102.00' PLAT) N 01o 50' 45" E 101.96' (102.00' PLAT) N 89o 04' 22" E 50.00'
N 89o 04' 08" W 50.00' WWWWWWSSSSSS25' - 0"PROPOSED DRIVEWAY 350 SF 130130130130128128128GRASS1' - 6"25' - 10 1/8"12412412412412612612620' - 0"18' - 0"
BOC:124.0 TOC: 124.50
124.5
BOC: 126.0TOC: 126.5
126.5
SIDE SEWER CLEAN OUT LOCATION`
SSS IE/ELEV: 118.00 8' - 0"WWWSSWWWSSSSSSEX. CITY SEWER MAIN 8" CON. PIPE @ 3.898%
124.75
X X
PROPOSED HOUSE FOOTRPINT 2185 SF. FF ELEV. 129
GARAGE FF. ELEV. 128.00
12" D.I. PIPE @ 7.94%12" D.I. PIPE @ 4.828%12" D.I. PIPE @ 4.054%
EX. CITY SEWER SEWER MAIN 8" CON. PIPE @ 3.898%
SIDE SEWER SHALL BE INSTALLED PER COR STD. PLAN 406.2
CB - 1 - COR (PUBLIC)NEW TYPE - 1 VANED GRATESTA: 1+08, 11.66'RTRIM: 130.00IE (W): 126.00
CB - 2 - COR - (PUBLIC)NEW - TYPE 1 VANED GRATESTA: 0+77, 11.66'RT RIM: 128.00IE (E):124.80 IE (W): 124.40IE (S): 124.60
CB - 3 - COR - (PUBLIC)NEW - TYPE 1 VANED GRATE STA: 0+51, 11.66'RTRIM: 126.00IE (W): 123.50 IE (E): 123.00IE (S): 123.25
CB - 4 - COR - (PUBLIC)NEW - TYPE 1 VANED GRATESTA: 0+ 8, 11.66' RTRIM: 123.00 IE (E): 120.38IE (S): 120.20
CB - 5 - COR - (PUBLIC)NEW - TYPE 1 VANED GRATESTA: 0 + 8, 13.83' RTRIM: 123.00 IE (E): 12015EX - IE (W): 120.00
TREE TO BE REMOVED
TREE TO BE REMOVED
EX. 12" CONCRETE PIPE
SIDE SEWER CLEAN OUT LOCATION`
SS IE/ELEV: 120.00MAX 2%MAX 2%MAX 2%8' - 0"5' - 0"6"128.25
128.50
130.50
130.75
CONNECT TO EXISTING SEWWER MAIN. NEW SEWER STUB SHALL BE INSTALLED PER COR STD. DETAIL 406.1 REF. SHEET F4 FOR STD. DETAIL.
SS IE/ELV: 117.00
CL CL CL
0+00
1+20
EXISTING SIDE SEWER STUB LOCATION
SS IE/ELEV: 110.5
SUBJECT PROPERTY
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1302 N 30TH ST RENTON WA 98056
As indicated
F11013 N 32ND STRENTON, WA 98056VOYAGER HOMESFRONTAGE IMPROVEMENT PLANRevision Schedule
RevisionNumber Revision Description RevisionDate
PROJECT INFORMATION - VOYAGER WEST - 32ND
ZONING DISTRICT: R - 8
PROPERTY OWNER: 32ND ST. DEVELOPMENT LLC
PARCEL NUMBER: 3342101555
LOT AREA: 5,100 SF.
MAXIMUM STRUCTURE HIEGHT: 24 FT. ACTUAL (PALTE) 30 FT. MAX OVERALL.
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ALL TRENCH RESTORATION AND STREET OVERLAY TO FOLLOW THE CITY OF RENTON "TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS" GUIDELINES.
TREE SPECIESAMERICAN LINDEN (TILIA AMERICANA) - FROM PAGE 16 OF 16 OF THE CITY OF RENTON APPRVED STREET TREE LIST
CONTRACTOR SHALL INSTALL CONDUIT FOR UNDERGROUND OF EXISTING OVERHEAD POWER/TELECOM AND OTHER UTILITIES TO THE PROPERTY.
A NEW 1" WATER SERVICE SHALL BE INSTALLED FROM EXISTING WATER MAIN ON 32ND ST N. BY CITY FORCES THE SERVICE WILL RUN TO A NEW 1" WATER METER LOCATED IN THE APPROXIMATE LOCATION NOTATED BY CALLOUT 10. A SEPARATE PERMIT WILL BE REQUIRED FOR THIS SCOPE OF WORK. IT WILL BE PREPARED BY CITY STAFF UPON BUILDING PERMIT APPROVAL.
IF A PRESSURE REDUCING VALVE IS NCESSARY (PRV). THE PRV WILL BE INSTALLED INSIDE THE GARAGE OF THE NEW HOUSE.
ALL TRENCHING AND PAVEMENT CUTS BE BE MADE IN ORDER TO RUN THIS WATER LINE WILL BE COMPLIANT WITH THE CITY OF RENTON TRENCH RESTORATION AND OVERLAY REQUIREMENTS.
NOTE: ALL GRADING WORK WILL BE DONE ON SITE.
CONSTRUCTION NOTES
Type MarkKeynote
1NEW AND EXISTING UTILITIES FROM POWER POLE ARE REQUIRED TO BEUNDERGROUND TO HOUSE - COORDINATE WITH THE CITY AND UTILITY COMPANIES.
2EXISTING SEWER STUB TO BE USED. EXISTING SEWER STUB TO BE CCTV'D BY
APPLICANT AND PROVIDED TO THE CITY FOR REVIEW. IF EXISTING STUB IS NOTPROPOSED FOR RE-USE OR IF CCTV VIDEO FINDS IT IS NOT RE-USABLE, THEN THEEXISTING STUB SHALL BE REMOVED AND CAPPED AT THE MAIN. SEWER LINE IN THEPRIVATE PROPERTY SHALL HAVE A SURFACE CLEANOUT WITH A CAST IRON RING ANDCOVER. CLEANOUT TO BE CENTERED IN A 2' X 2' CONCRETE PAD. CONCRETE PAD TOBE 8" IN DEPTH. REFER TO COR STD. PLAN 406.1
3NEW 1" WATER LINE TO BE RAN TO THE PROPERTY PER COR STD. DETAIL 320.1
4ASPHALT TRANSITION FROM SIDEWALK TO EX. GRADE @ MAX 8 PERCENT - PROVIDETEMPORARY HMAC RAMP FOR ACCESS.
5NEW 5' CEMENT CONCRETE SIDEWALK PER STD. PLAN 102.0
6NEW CEMENT CONCRETE CURB AND GUTTER PER STD. PLAN 101.0
73' MIN. SAWCUT (FROM FACE OF CURB) & MATCH EXISTING GRADE. PAVEMENT PATCHPER CITY STANDARDS - PER COR STD. PLAN 103.0
8CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE R1B SEE DETAIL - STANDARD PLAN104.3
9INSTALL NEW STREET TREES PER RMC 4-4-070 REFER TO BUILDING SITE PLAN FOR
SPECIES.
10PROPOSED LOCATION OF WATER METER
8CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE R1B SEE DETAIL - STANDARD PLAN104.3
LEGAL DESCRIPTION:
HILLMANS LK WN GARDEN OF EDEN #1 PLAT BLOCK: 15 pLAT LOT: 11
1" = 10'-0"1FRONTAGE PLAN
1" = 1'-0"2 VICINITY MAP - FRONTAGE
8
0+000+100+200+300+400+500+600+700+800+901+001+101+20115.00
120.00
125.00
130.00
135.00
CB - 4 - COR (PUBLIC NEW - TYPE 1 VANED GRATE STA: 0 + 8, 11.66' RTRIM: 123.00IE (E): 120.38IE (S): 120.20
CB - 5 - COR (PUBLIC) NEW - TYPE 1 VANED GRATESTA: 0+8, 13.83'RT RIM: 123.00IE (E): 120.15EX: - IE (W): 120.00
CB - 3 - COR (PUBLIC NEW - TYPE 1 VANED GRATESTA: 0+51, 11.66' RT RIM: 123.00IE (E): 120.38IE (S): 120.20
CB - 2 - COR (PUBLIC NEW - TYPE 1 VANED GRATESTA: 0+77, 11.66' RTRIM: 123.00IE (E): 120.38IE (S): 120.20
CB - 1 - COR (PUBLIC NEW - TYPE 1 VANED GRATESTA: 1+08, 11.66' RT RIM: 123.00IE (E): 120.38IE (S): 120.20
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1302 N 30TH ST RENTON WA 98056
1" = 10'-0"
F21013 N 32ND STRENTON, WA 98056VOYAGER HOMESFRONTAGE STANDARD DETAILS Copy 1Revision Schedule
RevisionNumber Revision Description RevisionDate
1" = 10'-0"1CB ELEVATIONS
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1302 N 30TH ST RENTON WA 98056
F31013 N 32ND STRENTON, WA 98056VOYAGER HOMESFRONTAGE STANDARD DETAILSRevision Schedule
RevisionNumber Revision Description RevisionDate
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1302 N 30TH ST RENTON WA 98056
F41013 N 32ND STRENTON, WA 98056VOYAGER HOMESFRONTAGE STANDARD DETAILSRevision Schedule
RevisionNumber Revision Description RevisionDate
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1302 N 30TH ST RENTON WA 98056
F51013 N 32ND STRENTON, WA 98056VOYAGER HOMESFRONTAGE STANDARD DETAILSRevision Schedule
RevisionNumber Revision Description RevisionDate
SSSSSSSSSSYSB
5' - 0"
SYSB
5' - 0"
PROPOSED HOUSE FOOTRPINT 2185 SF. FF ELEV. 125
GARAGE FF. ELEV. 124.00
SIDE SEWER SHALL BE INSTALLED PER COR STD. PLAN 406.2
MAX. DRIVEWAY WIDTH RMC 4-4-080l.3.b
16' - 0" N 01o 50' 55" E (102.00' PLAT) N 01o 50' 45" E 101.96' (102.00' PLAT) N 89o 04' 22" E 50.00'
N 89o 04' 08" W 50.00' WWWWWWSSSSSSSS25' - 0"PROPOSED DRIVEWAY 350 SF 1301301301301281281281' - 6"25' - 10 1/8"12412412412412612612620' - 0"18' - 0"
BOC:124.0 TOC: 124.50
124.5
BOC: 126.0TOC: 126.5
126.5
SIDE SEWER CLEAN OUT LOCATION`8' - 0"WWWSSSWWWSSSSSSSSSEX. CITY SEWER MAIN 8" CON. PIPE @ 3.898%
124.75
X X
TOP: 128.50BOW: 125.50
TOW: 124.50BOW: 123.50
TOW: 124.50BOW: 123.50
TOW: 128.50BOW: 125.50
PROPOSED HOUSE FOOTRPINT 2185 SF. FF ELEV. 129
GARAGE FF. ELEV. 128.00
12" D.I. PIPE @ 7.94%12" D.I PIPE @ 4.828%12" D.I. PIPE @ 4.054%
EX. CITY SEWER SEWER MAIN 8" CON. PIPE @ 3.898%
SIDE SEWER SHALL BE INSTALLED PER COR STD. PLAN 406.2
CB - 1 - COR (PUBLIC)NEW TYPE - 1 VANED GRATESTA: 1+08,11.66'RTRIM: 130.00IE (W): 126.00
CB - 2 - COR (PUBLIC) NEW - TYPE 1 VANED GRATESTA: 0+77, 11.66'RTRIM: 128.00IE (E):124.80 IE (W): 124.40IE (S): 124.60
CB - 3 - COR (PUBLIC) NEW - TYPE 1 VANED GRATESTA: 0+51, 11.66'RT RIM: 126.00IE (W): 123.50 IE (E): 123.00IE (S): 123.25
CB - 4 - COR (PUBLIC) NEW - TYPE 1 VANED GRATESTA: 0+8, 11.66'RTRIM: 123.00 IE (E): 120.38IE (S): 120.20CB - 5 - COR (PUBLIC) NEW - TYPE 1 VANED GRATESTA: 0+8, 13.83'RT RIM: 123.00 IE (E): 12015EX - IE (W): 120.00
TREE TO BE REMOVED
TREE TO BE REMOVED
EX. 12" CONCRETE PIPE
SIDE SEWER CLEAN OUT LOCATION`MAX 2%MAX 2%MAX 2%8' - 0"5' - 0"6"128.25
128.50
130.50
130.75NEW TSUGA HETEROPHYLLA, THE WESTERN HEMLOCK OR WESTERN HEMLOCK-
SPRUCESSSSSSSSS
VOYAGER - WEST 1013 VOYAGER - EAST 1017
NEW CB (ON SITE) TYPE - 1 VANED GRATERIM: 123.50IE (S): 122.40IE (W): 122.35
2' x 10' INFILTRATION TRENCH W/ TIGHTLINE CONNECTION TO CBTOP OF TRENCH ELEVATION: 123.50BOTTOM OF TRENCH ELEVATION: 121.00
NEW TSUGA HETEROPHYLLA, THE WESTERN HEMLOCK OR WESTERN HEMLOCK-
SPRUCE NEW CB (ON SITE) TYPE - 1 VANED GRATE RIM: 129.25IE (S): 125.50IE (W): 125.75
2' x 10' INFILTRATION TRENCH W/ TIGHTLINE CONNECTION TO CBTOP OF TRENCH ELEVATION: 126.25BOTTOM OF TRENCH ELEVATION: 123.75
0+00CL CL CL 1+20
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1302 N 30TH ST RENTON WA 98056
1" = 10'-0"
D11013 N 32ND STRENTON, WA 98056VOYAGER HOMESDRAINAGE PLANRevision Schedule
RevisionNumber Revision Description RevisionDate
1" = 10'-0"1DRAINAGE PLAN
PROJECT INFORMATION - VOYAGER WEST - 32ND
ZONING DISTRICT: R - 8
PROPERTY OWNER: 32ND ST. DEVELOPMENT LLC
PARCEL NUMBER: 3342101555
LOT AREA: 5,100 SF.
TOTAL LOT/SITE AREA : 5,100 S.F.
NEW/REPLACED IMPERV. AREA (SF): 2,913 S.F.
DISTURBED AREA: 5,100 SF.
ON-SITE BMP(S) USED: PERF, PIPE CONNECTION + SHEET FLOW DISPERSION
MAX IMPERVIOUS SURFACE ALLOWED (SF): 65 % = 3,315 S.F.
NOTE: MINOR SHEET FLOR FROM SIDEWALK AND DRIVEWAY.
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1302 N 30TH ST RENTON WA 98056
D21013 N 32ND STRENTON, WA 98056VOYAGER HOMESSTANDARD DETAILSRevision Schedule
RevisionNumber Revision Description RevisionDate
SSSSSSSSSSYSB
5' - 0"
SYSB
5' - 0"
PROPOSED HOUSE FOOTRPINT 2185 SF. FF ELEV. 125
GARAGE FF. ELEV. 124.00
MAX. DRIVEWAY WIDTH RMC 4-4-080l.3.b
16' - 0" N 01o 50' 55" E (102.00' PLAT) N 01o 50' 45" E 101.96' (102.00' PLAT) N 89o 04' 22" E 50.00'
N 89o 04' 08" W 50.00' WWWWWWSSSSSS25' - 0"130130130130128128128GRASS1' - 6"25' - 10 1/8"12412412412412612612620' - 0"18' - 0"8' - 0"WWWSSWWWSSSSSSX X
TOP: 128.50BOW: 125.50
TOW: 124.50BOW: 123.50
TOW: 128.50BOW: 125.50
PROPOSED HOUSE FOOTRPINT 2185 SF. FF ELEV. 129
GARAGE FF. ELEV. 128.00
PROPOSED DRIVEWAY 350 SF
CB INLET PROTECTION DURING CONSTRUCTION PER COR 216.30
STRAW WADDLES TO BE INSTALLED LEADING UP TO CONSTRUCTION ENTRANCE.
STRAW WADDLES TO BE INSTALLED LEADING UP TO CONSTRUCTION ENTRANCE.
STABALIZED CONSTRUCTION ENTRANCE PER COR STD DETAIL: 215.10
STABALIZED CONSTRUCTION ENTRANCE PER COR STD DETAIL: 215.10
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1302 N 30TH ST RENTON WA 98056
1" = 10'-0"
TESC11013 N 32ND STRENTON, WA 98056VOYAGER HOMESFRONTAGE TESC PLANPROJECT INFORMATION - VOYAGER WEST - 32ND
ZONING DISTRICT: R - 8
PROPERTY OWNER: 32ND ST. DEVELOPMENT LLC
PARCEL NUMBER: 3342101555
LOT AREA: 5,100 SF.
MAXIMUM STRUCTURE HIEGHT: 24 FT. ACTUAL (PALTE) 30 FT. MAX OVERALL.
Revision Schedule
RevisionNumber Revision Description RevisionDate
1" = 10'-0"1FRONTAGE TESC PLAN
SELT FENCE PER COR STDS.
SELT FENCE PER COR STDS. TREE PROTECTION FENCING
TREE PROTECTION FENCING
TREE PROTECTION FENCING
1.2.3.
4.
5.6.7.
CONSTRUCTION SEQUENCE
LOCATE LIMITS OF CLEARING AND INSTALL SILT FENCE INSTALL STABALIZED CONSTRUCTION ENTRANCE CLEAR SITE AND PERFORM GRADING
INSTALL UNDERGROUND UTILITIES/DRAINAGE
CONSTRUCT HOUSE AND DRIVEWAY FINE GRADE AND SURFACE RESTORATION REMOVE TESC MEASURES.
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1302 N 30TH ST RENTON WA 98056
TESC21013 N 32ND STRENTON, WA 98056VOYAGER HOMESFRONTAGE TESC PLANRevision Schedule
RevisionNumber Revision Description RevisionDate