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DEVELOPMENT ENGINEERING DIVISION
I
ME NORTH LINE OF THE BOURN 1/2 OF THE PARCEL# 3023059031
I SOUTH 1/2 OF THE ME 1/4 OF THE SE 1/4
SEC. 30-2Y05
15' SEWER EASEMENT
REC. NO. 9612191465
I
I N89'25'O3'W 18,131'
1
I. I PROPOSED RETAINING
I{ WALL (TYR)
I -I (HEAW WAIFS)
{41G 1 PARCEL# 3023059041
I I I
N. 1668 10
I I C.1299aiJ.46
I NOTE:
NLURE RESIDENCES ON LOT 1 & T
N1LL REWIRE SPRINKLER SYSTEMS. B
I I — — — — --
FOUND REBAR AND CAP
I 1 LS#29537
I I 0.32'N
G32'N
CONDITIONS OF APPROVAL:
I. A DETAILED LANDSCAPE PLAN MISSING ME REQUIREMENTS OF RUN 4-8-120D.12 SHALL BE SUBMITTED AT ME
DUE OF CONSTRUCTION PERMIT REVIEW FOR RENEW AND APPROVAL BY THE CURRENT PLANNING PROJECT
MANAGER.
2. A FINAL TREE RETENTION AND REPLACEMENT PLAN SHALL BE SUBMITTED AT ME TIME OF CONSTRUCTION
PERMIT APPUCARON FOR RENEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER ME FINAL
NEE RETENTION AND REPLACEMENT PLAN SHALL INCLUDE ME PLANTING OF A MIIMUM OF 24 MINIMUM 2 INCH
CALIPER REPLACEMENT TREES AND A MINIMUM OF TWO TREES PER 5,000 SQUARE FEET OF LOT AREA FOR
COMPLIANCE MM ME MINIMUM TREE DENSITY REQUIREMENTS AND SHALL INCLUDE A MEE PROTECTION TRACT
FOR THOSE TREES MAT DO NOT COUNT TOWARDS AN INDIVIDUAL LOTS MINIMUM TREE DENSITY REQUIREMENTS
ME RON TRACT MAY BE EXTENDED TO ENCOMPASS ME ADDITIONAL PROTECTED TREE$ IF FEASIBLE
3. DEVELOPMENT ON ME PROJECT SIZE SHALL COMPLY WIN ME RECOMMENDATION PROWLED IN THE COAL MINE
HAZARD ASSESSMENT, PREPARED BY ICICLE GREEK ENGINEERS, INC, DATED DECEMBER 2, 2016.
4. A NOTE SHALL BE RECORDED ON ME FACE OF ME FINAL SHORT PLAT MAP IDENTIFYING AND DELINEATING ME
COAL MINE HAZARD AREAS ON ME PROJECT SITE
5. ME APPLICANT SHALL INCLUDE ME REWIRED FRONTAGE IMPROVEMENTS ALONG TALBOT RD. S ON ME
CONSTRUCTION PLAN SUBMITTAL OR SUBMIT A MODIFICATION REQUEST AND OBTAIN APPROVAL OF ME
MODIFICATION TO REDUCE ME REWIRED IMPROVEMENTS ALONG TALBOT RD S ME MODIFICATION REQUEST OR
REWSED CIVIL PLANS SHALL BE SUBMITTED AT ME THE OF CONSTRUCTION PERMIT REVIEW TO ME CITYS PLAN
REWEMW FOR REVIEW AND APPROVAL.
& S JAN PLACE IS CLASSIFIED AS A RESIDENTIAL ACCESS STREET, PER NBC 4-6-060. HALF STREET FRONTAGE
IMPROVEMENTS WILL BE REQUIRED TO BE BUILT ALONG ME S. 347H PLACE FRONTAGE, INCLUDING PAVING,
CURB AND GUTTER AND SIDEWALK
30' SEWER EASEMENT
REC. 40. 9612191465
I DISCREPANCIES:
IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND
EXISTING CONDITIONS WHICH WILL AFFECT THE WORK, ME CONTRACTOR SHALL
BRING SUCH DISCREPANCIES TO ME ATTENTION OF ME ENGINEER FOR
ADJUSTMENT BEFORE PROCEEDING WIN ME MURK. ME CONTRACTOR SHALL BE
RESPONSIBLE FOR ME PROPER FILING OF ALL WORK AND FOR THE
FOUND MON IN CASE COORDINATION OF ALL WADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON
THIS CONTRACT.
EXISTING UTILITY NOTE:
ALL LOCATIONS OF EXISTING U➢LI➢ES SHOWN HEREON HAVE BEEN ESTABLISHED BY
FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE
BE CM90ERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS ME
HIGHER RISK HIGH COAL MINE HAZARD AREA SOLE RESPONSIBILITY OF ME CONTRACTOR TO INDEPENDENTLY VERIFY ME
(NO DEVELOPMENT - CLEARED OPEN SPACE IS OKAY) ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FORMER DISCOVER AND
AMD ANY OTHER UTILITIES NOT SHORN HEREON WHICH MAY BE AFFECTED BY ME
IMPLEMENTATION OF NIS PLAN.
MODERATE RISK HIGH COAL MINE HAZARD AREA
CONTRACTOR RESPONSIBILITY:
(DRIVEWAYS. YARD. ACTRE USE lNM NO STRUCTURE IS OKAY)
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
LONER RISK RICH COAL MINE HAZARD AREA FOR JOB SITE COURSE
OF CONSTRUCTION INCLUDING NE SAFETY OF ALL PERSONS AND PROPERTY.
WRING THE COURSE OF LYC OF THIS PROJECT, AND THAT THIS
(STRUCTURES N1M MITIGATION OKAY -SEE REPORT MAT FOR REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED H NORMAL WORKING
MITIGATION) HOURS NE HARMLESS
FROM
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE
ENGINEER HARMLESS CEO ANY AND ALL LIABILITY, REAL OR ALLEGED, A CONNECTIONIN
FWTHRO NE PERFORMANCE D< WORK QY THIS PROJECT EXCEPTING F0.4 LIABILITY ARISING
FROM ME SIXE NEGIJGENCE OF THIS OWNER OR NE ENGINEER.
Encompass Y �
ENGINEERING & SURVEYING �'sw
Western Washington Division 8 NO
165 NE Juniper Street, Suite 201 • Issaquah, WA 98027 • Phone: (425) 392-0250 • Fax.
(425) 391-3055 39374
Eastern Washington Dimino 1 t
407 Swiftwater Blvd. • Cle EII WA 98922 • Phone: (509) 674-7433 • Fax: rONAL
(509) 674-7419 0910212oz0
W UTTUTY EASEMENT
REC, NO, 9612200370
PARCEL/ 3023059071
ROADWAY EASEMENT
. N0. 7703250226
15*00
LEGAL DESCRIPTION:
PARCEL NO.. 2 OF KING COUNTY SHORT PLAT NO.. 1177127, AS RECORDED UNDER RECORDING
NUMBER 7603301125, AND BEING A SHORT PLAT OF MAT PCRTON OF ME SOUTHEAST QUARER
OF SECTION 30, TOWNSHIP 23 NORM, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,
RECORDS OF KING COUNTY AUDITOR, DESCRIBED AS FOLLOWS:
ME NORM HALF of ME SOUTH HALF OF ME NORTHEAST QUARTER OF ME SOUTHEAST
QUARTER, LYING EAST OF ME KENT-RENTON ROAD (ALSO KNOWN AS SPRINGER" ROAD),
TOGETHER WITH ME NORTH 17 FEET MEASURED ALONG ME EAST MARGIN OF ME KENT-RENTON
ROAD OF THE WEST 170 FEET, MEASURED ALONG THE NORTH LINE OF THE SOUTH HALF OF ME
SOON HALF OF ME SOUTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER,
LYING EASTERLY OF ME KENT-RENTON ROAD,
SITUATE IN ME CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
DATUM:
NAME 86 CITY OF REASON
BENCHMARK:
CITY OF RENTON
HELD CITY OF RENTON DESIGNATION 1494
ELEVATION: 99,705
HORIZONTAL DATUM:
VAN 83/91
CITY OF RENTON DESIGNATION 1494
FOUND 1 3/4- BRASS DISK IN CONCRETE MONUMENT IN CASE. LOCATED IN ME CENTERLINE OF
TALBOT ROAD, OPPOSITE HOUSE NO 3023, 55 NURN OF THE CENTERLINE OF S 168TH STREET.
CITY OF RENTON DESIGNATION 1699
TOP OF 1 3/4- BRASS DISK SET IN CONCRETE MONUMENT IN CASE LOCATED IN THE CENTERLINE
OF TALBOT ROAD OPPOSITE DRIVEWAY TO HOUSE NO. 2819.
INSTRUMENTATION:
INSTRUMENT USED: 5 SECOND TOTAL STATION.
FIELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1 22,", IN
ACCORDANCE WIN WAS 332-130-090.
I
APPRON. LOCATION OF
— — —
CATEGORY IV WERAND
PER CRITICAL AREAS REPORT
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PARCEL# 3023059022 �\ JOB# 16-198
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PARCEL# 3023059021
SHEET INDEX:
TITLE
NO.
COVER SHEET & HORIZONTAL CONTROL
1
TOPOGRAPHIC SURVEY
2
TESC, DEMOLITION, TREE PROTECTION PLAN
3
TESC DETAILS
4
GRADING, DRAINAGE & UTILITY PLAN (WEST)
5
GRADING, DRAINAGE & UTILITY PLAN (EAST)
6
UTILITY PROFILES
7
UTILITY PROFILES & BIOPOD DETAILS
8
CONSTRUCTION NOTES
9
CONSTRUCTION DETAILS
10
CONSTRUCTION DETAILS
11
TREE RETENTION AND REPLACEMENT PLAN
12
LANDSCAPE PLAN
13
75'
BUFFER
l APPROX. LOCATION OF `.
OFFSITE WETLAND B,
J CATEGORY III
SOOS CREEK PLANS FOR REFERENCE ONLY
TITLE
NO.
COVER SHEET& NOTES
1
PLAN -WESTACCESS
2
PROFILE - WEST ACCESS
3
PLAN AND PROFILE -EASTACCESS
4
CONSTRUCTION PROVISIONS
5
MATERIALS & SURFACE RESTORATION
SEWER DETAILS
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SCALE 1" = 40'
SITE
PL
VICINITY MAP
N.T.S.
PLAT INFORMATION:
OWNER:
RAM SNOW
DODDS SE 268TH ST
KENT, WA 98030
253-332-5692
SURVEYOR:
SIEVE MCCASKEY, PLS
ENCOMPASS ENGINEERING & SURVEYING
165 N.E. JUNIPER STREET, SUITE 201
ISSAQUAH, WASHINGTON 96027
425-J92-0250
ENGINEER
EDWARD MECUM, PE
ENCOMPASS ENGINEERING & SURVEYING
165 N.E. JUNIPER STREET, SUITE 201
ISSAQUAH, WASHINGTON 96027
425-392-0250
GEOTECHNICAL ENGINEER:
EARN SOLUTIONS NW, LLC
1805 136N PLACE NE, SUITE 201
BELLEVUE, WA 98005
425-449-4704
COAL MINE
ICICLE CREEK ENGINEERS
GEOTECHNICAL ENGINEER:
29335 NE SON STREET
CARNATION. WA 95014
425-J33-0093
ARSONIST
ARBORISTS NW, LLC
17105 SW 3BTH PLACE. SUITE 440
FEDERAL WAY, WA 98023
206-779-2579
LANDSCAPE:
LANE & ASSOCIATES
96
IM02 26N ARE NW
r
NLALIP. WA 98271
425-885-2319
PROJECT SITE ADDRESS:
XXX TALBOT RD S
:,1
REASON, WA 96055
1 �
DRN- I ( )
"-'Y
PROPERTY AREA:
174,813 SF (EBB AC)
TOTAL PROPOSED LOTS
2
\
TAX PARCEL NO
302305-9108
S 34TH PL
PROPOSED NET DENSITY
L32 DU/GA
MAX. ALLOWABLE DENSITY
8 DU/GA
\
CRITICAL AREAS
1.46 AC
B3
PROPOSED LOT AREAS
LOT 1
S0. FT.
LOT 2
40197
40,197 SQ. FT.
TRACT A
68,951 S0. FT.
ON -SITE IMPERWOUS/PERWOUS
FDA = 8,514 SF
SURFACE SUMMARY
SIDEWALY = 353 SF
RETAINING WALLS = 956 Sr
NEW PERWOUS = 11, 036 SF
TOTAL NEW IMPERVIOUS = 9,823 Sr
TOTAL LIMITS OF CONSTRUCTION = 20,909 SF ( 0.48 AC)
SITE INFORMATION.
LAND USE DESIGNATION:
RESIDENTIAL MEDIUM DENSITY (MD)
ZONING:
RESIDENTIAL - 8 (R-8)
PROPOSED USB
SINGLE FAMILY RESIDENTIAL
BUILDING SETBACK TABLE:
ZONING:
CITY of RENTON
H1 20'
FRONT YARD
WATER & SEWER SYSTEM:
CITY OF RENTON
B2 15'
SIDE YARD
SCHOOL DISTRICT`
RENTM SCHOOL DISTRICT #403
B3 5'
SIDE YARD
FIRE PROTECTION:
RENTON REGIONAL FIRE AUTHORITY
B4 20'
REAR YARD
ELECTRICAL POWER.
PSE
NATURAL GAS:
PSE
TELEPHONE'
SHIEST R-412801
6 • H CITY OF RENTON STANDARDS
7 ;� APPROVED REGIONAL FIRE AUTHORITY
° 1D/1s/2020jding APPROVED
athomas 10/15/2020
Know what's below. WATER UTILITY SURFACE WATER UTILITY
Call before you dig. agafour 10/15/2020 O jfarah 10/15/2020
CITY OF
cHERIE LANE
0 RENTON
Planning/Building/Public Works Dept. COVER SHEET AND HORIZONTAL CONTROL
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