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PROJECT TEAM
OWNER:
ENGINEER:
SURVEYORS
KUSHAL VARMA
1518 JERICHO PL NE
RENTON, WA 98059
(206) 353-3168
NICOLE MECUM, PE
G2 CIVIL
1700 NW GILMAN BLVD, SUITE 200
ISSAQUAH, WA 98027
(425) 821-5038
KEVIN REESE, PLS
SITE DATA
SITE ADDRESS: 13014 156TH AVE SE
RENTON, WA 98059
PARCEL NUMBER: 366450-0185
SITE AREA EXISTING: 46,759 SF (1.07 AC)
SITE AREA PROPOSED: 45,872 SF (1.05 AC)
ZONING: RESIDEN7IAL-4 (R-4)
SCHOOL DISTRICT.RENTON J'403
UTILITY DISTRICT INFORMATION
M
ENCOMPASS ENGINEERING At SURVEYING
WATER:
KING COUNTY WATER DISTRICT 90
In
165 NE JUNIPER ST, SUITE 201
(425) 255-9600
N
ISSAQUAH, WA 98027
(425) 392-0250
SEWER:
CITY OF RENTON
n
(425) 430-7204
N
EVAN WAHLSTROM, PLS
0.
INFORMED LAND SURVEY
FIRE DISTRICT.
RENTON REGIONAL FIRE AUTHORITY
3215 S 12TH ST
(425) 430-7000
TACOMA, WA 98405
(253) 678-2539
CABLE TV:
COMCAST (800) 934-6489
BIOLOGIST..
JOHN ALTMANN
ALTMANN OLIVER ASSOCIATES, LLC
GAS/ELECTRIC:
PUGET SOUND ENERGY (888) 321-7779
PO BOX 578
CARNATION, WA 98014
(425) 333-4535
GEOTECHNICAL
KRIS71NA KILLER, PE
ENGINEER:
THE RILEY GROUP
17522 BOTHELL WAY NE
BOTHELL, WA 98011
(425) 415-0551
APHORIST.
BOB LAYTON
LAYTON TREE CONSULTING, LLC
PO BOX 572
SNOHOMISH, WA 98291-0572
(425) 220-5711
HORIZONTAL DATUM
NAD 83/91 PER CITY OF RENTON CONTROL NETWORK
BASIS OF BEARINGS
BASIS OF BEARING: HELD THE BEARING OF S 88'21'40' E
PER ROS 192/60 BETWEEN THE ABOVE NOTED BASIS OF
POSITION AND THE NORTHEAST CORNER OF SECTION
14-23N-5E AND ROTATED - 111'57' (S 87'09'43E) TO BE
ON THE ABOVE NOTED HORIZONTAL DATUM. SEE
TOPOGRAPHIC SURVEY MAP BY OTHERS FOR LOCATION AND
DESCRIPTION.
VERTICAL DATUM
NAVD 88
BENCHMARK
MASTER BENCHMARK: CITY OF RENTON SURVEY CONTROL
POINT /2103 - A FOUND 3- BRASS DISK AT THE
INTERSECTION OF SE 128TH STREET AND 156TH AVENUE SE.
ELEVATION = 54794 FEET
SITE BM /1: SET MAG NAIL NEAR WEST EDGE OF 156TH
AVENUE SE, 0.5 FEET EAST OF THE WEST EDGE OF
PAVEMENT AND 6.5 FEET SE OF A MAILBOX. ELEVATION =
529.05 FEET
SITE BY /2. SET MAC NAIL ON EAAST SIDE OF 158TH
AVENUE SE 0.4 FEET WEST OF THE EAST EDGE OF
PAVEMENT AND 28.5 FEET SW OF A UTILITY POLE.
ELEVATION = 533.56 FEET
INSTRUMENTATION
TRAVERSING AND DATA COLLECTION WERE PERFORMED
USING A 5 SECOND TOTAL STATION. ALL FIELD WORK WAS
PERFORMED AND EQUIPMENT MAINTAINED IN COMPLIANCE
WITH WAC 332-130.
LEGAL DESCRIPTION
PARCEL 13664500185
PARCEL A: THE NORTH HALF OF THE WEST HALF OF
TRACT 2, BLOCK Z JENNErS RENTON BOULEVARD
TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 17 OF PLATS AT PAGE 60, RECORDS OF KING
COUNTY, WASHINGTON.
EXCEPT THE NORTH 130 FEET OF THE WEST 115 FEET
THEREOF.
THE KEST HALF OF THE SOUTH HALF OF LOT 2, BLOCK
2, JANNETT'S RENTON BOULEVARD TRACTS, ACCORDING
TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF
PLATS, PAGE 60, RECORDS OF KING COUNTY,
WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON
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 HEREIN)
WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS
PLAN.
CONTRACTOR RESPONSIBILITY
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS,
INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY,
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM ME SOLE NEGLIGENCE OF THE
OWNER OR THE ENGINEER.
DISCLAIMER
PORTIONS OF THE INFORMATION ON THIS DRAWING HAVE
BEEN CREATED USING A SUBSET OF DATA OBTAINED FROM
THE KING COUNTY CIS DATABASE, AND HAS NOT BEEN
INDEPENDENTLY VERIFIED BY G2 CIVIL. THIS DATA IS
PROVIDED FOR YOUR INFORMATION ONLY. G2 CIVIL DOES
NOT ASSUME ANY LIABILITY FOR ANY ERRORS, OMISSIONS
OR INACCURACIES IN THE CIS INFORMATION SHOWN.
IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN
DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT
THE WORK, THE CONTRACTOR SHALL BRING SUCH
DISCREPANCIES TO THE ATTENTION OF THE ENGINEER FOR
ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER
FITTING OF ALL WORK AND FOR THE COORDINATION OF ALL
TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON
THIS CONTRACT.
VARMA SFR FRONTAGE IMPROVEMENTS
NW 1/4 OF NE 1/4 OF SECTION 14, T. 23 N., R. 05 E., W.M.
CITY OF RENTON, KING COUNTY WASHINGTON
.......�:.::.�::::.�.�:::' I TAX PARCEL 366450-0184
13010 1561F AVE SE
— — _ — RENTON ZONING R-4
TALL NORK TO BE
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TAX PARCEL I TAX PARCEL 366450-0185 20�
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TAX PARCEL 142305-9116 f L _
15514 SE 132ND ST, RENTON 98059 flI
RENTON ZONING R-4
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AS -BUILT RECORD NOTES
A GROUND SURVEY WAS PERFORMED BY ENCOMPASS
ENGINEERING AND SURVEYING (EES) IN SUPPORT OF THE
PREPARATION OF THIS RECORDED DRAWING. THE
AS -BUILT INFORMATION AS SHOWN WAS DEVELOPED
BASED ON A REDLINE PLAN PROVIDED BY EES AS
RECEIVED ON 41812024.
THIS RECORD DRAWING HAS BEEN PREPARED BY G2
CIVIL. THE INFORMATION PRESENTED HEREON IS
BASED UPON A COMBINATION OF APPROVED DESIGN
PLAN INFORMATION, CONTRACTOR FIELD DRAWINGS
PREPARED DURING THE COURSE OF CONSTRUCTION,
AS -BUILT FIELD SURVEY INFORMATION GATHERED BY
THE PROJECT LICENSED SURVEYOR OVER THE
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1700 NW GILMAN BLVD, STE 200
CIVIL ISSAQUAH, WA 98027
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CONSTRUCTION DETAILS
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CONSTRUCTION DETAILS & NOTES
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS LU
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G STE 200
CIVIL ISSAQUAH, WA 98027
PHONE: (425) 821-5038
VARMA SFR FRONTAGE IMPROVEMENTS
NW 1/4 OF NE 1/4 OF SECTION 14, T. 23 N., R. 05 E., W.M.
CITY OF RENTON, KING COUNTY WASHINGTON
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TAX PARCEL 142305-9116
15514 SE 132ND ST, RENTON 98059
RENTON ZONING R-4
AS -BUILT RECORD NOTES
A GROUND SURVEY WAS PERFORMED BY ENCOMPASS
ENGINEERING AND SURVEYING (EES) IN SUPPORT OF THE
PREPARATION OF THIS RECORDED DRAWING. THE
AS -BUILT INFORMATION AS SHOWN WAS DEVELOPED
BASED ON A REDLINE PLAN PROVIDED BY EES AS
RECEIVED ON 41812024
THIS RECORD DRAWING HAS BEEN PREPARED BY G2
CIVIL. THE INFORMATION PRESENTED HEREON IS
BASED UPON A COMBINATION OF APPROVED DESIGN
PLAN INFORMATION, CONTRACTOR FIELD DRAWINGS
PREPARED DURING THE COURSE OF CONSTRUCTION,
AS -BUILT FIELD SURVEY INFORMATION GATHERED BY
THE PROJECT LICENSED SURVEYOR OVER THE
all
al
REVISION
IMULCH IF NOT
BEING
BEING WORKED
LIMITS OF
CLEARING
& GRADING
r�-
PROPOSED
TREES
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0 5 10 20
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SCALE 1" = 20'
ROADSIDE 32' 24"MIN
TYPICAL
FINAL GRADE POWER, W,ANDOMMUNIUnONS
24"MIN — BACKFILL (NO ROCKS OVEN TO -DIAMETER)
36"MIN SEPARATION 3
48„ COVEN
% 12'MIN 12"MIN
SEPARATION SEPARATION 6"OR 12"MIN SAND SHADING AFTER COMPACTION'
0' BAND BETIDING
GAS 'PRIMARY POWER
COMMUNICATIONS CABLES OR CONDUIT
JOINT UTILITY TRENCH
=zD' R"' CITY OF
IMAM.EDM RENTON
RK DATUM
TAT 5116 2 EDM EDM Planning/Building/Public Works Dept.
BY DATE APPR Inn u `"• RDI'""
A. CONDUCT PRE -CONSTRUCTION MEERNG.
B. RAG OR FENCE CLEARING LIMITS,
C. POST SIGN WITH NAME AND PHONE NUMBER OF TESL
SUPERVISOR.
D. INSTALL CATCH BASIN PROTECTION IF REWIRED.
E GRADE AND INSTALL CONSTRUCRON ENTRANCE(S).
F. INSTALL PERIMETER PROTECTION (SILT FENCE BRUSH
BARRIER, ETC.).
G CONSTRUCT SEDIMENT PONDS AND MAPS (IF NEEDED)
NOT ANTICIPATED.
H. GRADE AND STABILIZE CONSTRUCTION ROADS
I. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTER
DIKES PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY MM
CLEARING AND IMAGING FOR PRO.HCT D OPMENT.
J. MAINTAIN EROSION CONTROL MEASURE IN ACCORDANCE
WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S
RECOMMENOAnONS.
K. RELOCATE ERMON CONTROL MEASURES OR INSTALL NEW
MEASURES SO MAT AS SITE CONDITIONS CHANGE ME
EROSION AND SEDIMENT CONTROL IS ALWAYS IN
ACCORDANCE WITH THE CITY TESC MINIMUM
REQUIREMENTS.
I. COVER ALL AREAS WITHIN ME SPECIFIED TIME FRAME
ISM STRAW, Now FIBER MULCH, COMPOST, PLASTIC
SHEETING CRUSHED ROCK OR EQUIVALENT.
M. STABILIZE ALL AREAS MAT REACT FINAL GRADE MMIN
Z DAYS.
N. SEED OR SOD ANY AREAS TO REMAIN UNREFINED FOR
MORE MAN 30 DAYS
0. UPON COMPLETION OF ME PROJECR ALL DISTURBED
AREAS MUST BE STABILIZED AND BEST MANAGEMENT
PRACTICES REMOVED IF APPROPRIATE.
ALL EXPOSED SOIL TO BE COVERED MM MULCH, STRAW,
AND/OR PLASTIC SHEETING PER FIG. C.3.4.A AND/02 TABLE
C.3.2.A KCSNOM. UNDER NO ORCUMSTANCES SHALL SOIL
STOCKPILES SE LEFT UNCOVERED.
SOIL AMENDMENT NOTE
TO THE MAXIMUM EXTENT POSSIBLE TOPSOIL/r UTURE
LANDSCAPE AREAS OUTSIDE IMPERVIOUS AREAS SHALL BE
LEFT UNDISTURBED AND FROTECTED FROM COMPACTION
DURING CONSTRUCTION. MIS AFPLIES SOIL AMENDMENT
OPTION I PER KING COUNTY POST CONSTRUCTION STANDARD
REQUIREMENTS SEE APPROVED COMPOST AND TOPSOIL
CALCUL4nO4 NORKSHEEi.
A LEAVE NATIVE S&L UNDISTURBED (965,263 SF)
B. STOCKPILE NATIVE SOILS AND REAPPLY AFTER GRADING
AND CONSTRUTION (28.314 SF)
SILT FENCE MAINTENANCE PER 2016 KCSWDM
1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.
2. IF CONCENTRATED FLONS ARE EWDENT UPHILL OF ME
FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO
A SEDIMENT TRAP DR POND.
J. IT IS IMPORTANT TO CHECK ME UPHILL SIDE OF ME
FENCE FOR SIGNS OF ME FENCE CLOGGING AND ACTING
AS A BARRIER TO FLOW AND MEN CAUSING
CIIANNRIZAnON OF FLOWS PARALLEL TOT HE FENCE IF
MIS OCCURS, REPLACE ME FENCE GM REMOVE ME
TRAPPED SEDIMENT.
4. SEDIMENT MUST BE REMOVED MEN THE SEDIMENT IS 6
INCHES HIGH.
5. IF ME FILTER FABRIC (GEOTEXRLE) HAS DETERIORATED
DUE TO ULMAWG ET 86EAKDOWIN, IT SHALL BE
REPLACEO.
EXISTING UTILITY NOTE
ALL UTILITIES MUST BE UNDERGROUND TO ME PROPERTY.
AND ME ONNER OR CONTRACTOR WILL NEED TO CONTACT
ALL UTILITY COMPANIES PRIOR TO NEEDING ANY OF THESE
SERNCES. EACH COMPANY WILL NEED TO DESIGN THEIR
CONNECTION AND APPLY TO THE CITY FOR A PERMIT
PUGET SOUND ENERGY
CARLI BUNIMMAN 425-429-0227
CARLI.BUNKELMANGIRSECOM
LUMEN/CENTURY ❑NK
AMY ALLSTON 25J-797-4545
AMY.ALUSTCN6LUMEN.COW
LUMEN/CENTURY LINK
EDD SAGGVS 720-931
ESACCUS®1RUENETCOMMUNICAnO/SCOM
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JAY.SCHWABADPLY.EOM
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TESC/TREE RETENTION PLAN
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PREPARATION OF THIS RECORDED DRAWING. THE
AS —BUILT INFORMATION AS SHOWN WAS DEVELOPED
BASED ON A REDLINE PLAN PROVIDED BY EES AS
RECEIVED ON 41812024.
THIS RECORD DRAWING HAS BEEN PREPARED BY G2
CIVIL. THE INFORMATION PRESENTED HEREON IS
BASED UPON A COMBINATION OF APPROVED DESIGN
PLAN INFORMATION CONTRACTOR FIELD DRAWINGS
PREPARED DURING THE COURSE OF CONSTRUCTION
AS —BUILT FIELD SURVEY INFORMATION GATHERED BY
THE PROJECT LICENSED SURVEYOR OVER THE
COURSE OF THE PROJECT CONSTRUCTION AND / OR
OTHER RECORD INFORMATION PROVIDED BY OTHERS.
THIS RECORD DRAWING REPRESENTS ACCURATE
AS —BUILT CONDITIONS TO THE BEST KNOWLEDGE OF
THE ENGINEER OF RECORD AND WAS PREPARED
SOLELY TO FULFILL THE REQUIREMENTS OF AND
SOLELY FOR THE USE BY THE CITY OF RENTON.
ANY OTHER USER OF THIS RECORD DRAWING
ASSUMES COMPLETE RESPONSIBILITY TO FIELD VERIFY
ACTUAL FIELD LOCATIONS AND CONDITIONS AND IS
HEREBY ADVISED TO DO SO.
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VARMA SFR FRONTAGE IMPROVEMENTS
NW 1/4 OF NE 1/4 OF SECTION 14, T. 23 N., R. 05 E., W.M.
CITY OF RENTON, KING COUNTY WASHINGTON
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CIVIL ISSAQUAH, WA 98027
PHONE: (425) 821-5038
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