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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 ClVIL
1700 NW GILMAN BLVD, SUITE 200
ISSAQUAH, WA 98027
(425) 821-5038
KEVIN REESE, PLS
M
ENCOMPASS ENGINEERING & SURVEYING
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165 NE JUNIPER ST, SUITE 201
N
ISSAQUAH, WA 98027
(425) 392-0250
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EVAN WAHLSTROM, PLS
INFORMED LAND SURVEY
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3215S12THST
TACOMA, WA 98405
(253) 678-2539
BIOLOGIST.
JOHN ALTMANN
ALTMANN OLIVER ASSOCIATES, LLC
PO BOX 578
CARNATION, WA 98014
(425) 333— 4535
GEOTECHNICAL
KRISTINA WELLER, PE
ENGINEER:
THE RILEY GROUP
17522 BOTHELL WAY NE
BOTHELL, WA 98011
(425) 415-0551
ARBORIST.
BOB LAYTON
LAYTON TREE CONSULTING, LLC
PO BOX 572
SNOHOMISH, WA 98291-0572
(425) 220-5711
3
HORIZONTAL DATUM
NAD 83191 PER CITY OF RENTON CONTROL NETWORK
BASIS OF BEARINGS
BASIS OF BEARING: HELD THE BEARING OF S 8821'40" E
PER ROS 192160 BETWEEN THE ABOVE NOTED BASIS OF
POSITION AND THE NORTHEAST CORNER OF SECTION
14-23N-5E AND ROTATED — 1 °11'57" (S 87°09'43'E) TO BE
ON THE ABOVE NOTED HORIZONTAL DATUM. SEE
TOPOGRAPHIC SURVEY MAP BY OTHERS FOR LOCATION AND
DESCRIPTION.
VERTICAL DATUM
NA VD 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 = 547.94 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 BM #2: SET MAG 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 #3664500185
PARCEL A: THE NORTH HALF OF THE WEST HALF OF
TRACT 2, BLOCK 2, JENNET'S 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.
PARCEL B
THE WEST 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.
Know what's below.
Call before you dig.
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:
RESIDENTIAL-4 (R-4)
SCHOOL DISTRICT.
RENTON #403
UTILITY DISTRICT INFORMATION
WATER: KING COUNTY WATER DISTRICT 90
(425) 255-9600
SEWER: CITY OF RENTON
(425) 430— 7204
FIRE DISTRICT.' RENTON REGIONAL FIRE AUTHORITY
(425) 430— 7000
CABLE TV. COMCAST (800) 934-6489
GAS/ELECTRIC: PUGET SOUND ENERGY (888) 321-7779
EXISTING UTILITY NOTE
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.
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 THE 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 GIS 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 GIS INFORMATION SHOWN.
DISCREPANCIES
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.
1700 NW GILMAN BLVD, STE 200
IVIL ISSAQUAH, WA 98027
PHONE: (425) 821-5038
03116120231 NO.
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
TAX PARCEL
142305-9071
VACANT KING COUNTY PARKS
RENTON ZONING R-4
I
TAX PARCEL 142305-9116
15514 SE 132ND ST, RENTON 98059
RENTON ZONING R-4
REVISION
------- ------------
+80............50 00
— — — — — — --------
::: a:
ALL WORK TO BE
DONE ON THE PARCEL
.{. TO BE REVIEWED
:•:..... . .... . ..:I:.:..:. -I. UNDER SEPARATE
BUILDING PERMIT
• • •'.'I • • .'•1_ f I EXCEPT AS NOTED.
TAX PARCEL 366450-0184
13010 156TH AVE SE
RENTON ZONING R-4
GRAPHIC SCALE
20 0 10 20
SCALE: 1" = 20'
0
NE 4TH ST
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PROPOSED VARMA LOT 1
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1. COVER SHEET LU
2. TESC PLAN/TREE RETENTION PLAN 2
3. SITE GRADING, DRAINAGE & UTILITY PLAN LU
4. CONSTRUCTION DETAILS O
5. CONSTRUCTION DETAILS & NOTES
li
S-425301 I R-425301
IN COMPLIANCE WITH CITY OF RENTON STANDARDS LU
CURRENT PLANNING �' DEVELOPMENT ENGINEERING
AWeihs 04/20/2023 I SAMorman 04/20/2023 ' Z
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C DATE: L L
CITY 0 I 03/16/2023 in
R E N TO N VARMA SFR FRONTAGE IMPROVEMENTS PAGE:
N/A a
PAGE.
DMWING NO:
Planning/Building/Public Works Dept. COVER SHEET
SHEET: OF.
1 5
B21000376
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Know what's below.
Call before you dig.
0
SSMH 0
RIM=535.90
IE 8" PVC (N)=522.80
IE 8" PVC (S)=522.80I
CB 11 TYPE
W/SOLID LID1
RIM = 534.77 a
IE 12" = 531.75 0
10' AC DRIVEWAY
APPROACH o
CONNECT TO EX.
SS PER COR STD =
406.1 0
IE = 522.Ot
CONTRACTOR TO
VERIFY INVERT =
0
INSTALL 1" WATER SERVICE
PER KCWD 90 STANDARDS, 0
WATER IS PROVIDED BY
KCWD90, INSTALLATION OF
SERVICE IS PERMITTED BY THE
DISTRICT 0
NOTE A FRANCHISE PERMIT
WILL BE REQUIRED FOR
KCWD90 TO WORK IN THE ROW. 0
THE CITY WILL PREPARE THE
PERMIT TO BE ISSUED IN
CONJUCTION WITHT HE CIVIL
TAX PARCELPERMIT. 0
142305-9071
VACANT KING COUNTY PARKS
RENTON ZONING R-4
a
0
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0
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REMOVE I E 12" PVC 0
CULVERT
=527.96
TAX PARCEL 142305-9116 =
15514 SE 132ND ST, RENTON 98059 0
RENTON ZONING R-4
REMOVE IE 12" PVC 0
CULVERT
=527.91 T
REMOVEIE 12" CONC.
CULVERT =
=527.47
REPLACE IE 12" CONC.
CULVERT ---Z-
=527.06
I 0
1700 NW GILMAN BLVD, STE 200
IVIL ISSAQUAH, WA 98027
PHONE: (425) 821-5038
0
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
rg LF 12"
PVC @ 0.59
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B 112 TYPE 1
I 535.30 EX W/VANED GRATE
RIM = 534.60
N IE 12" = 531.71 (S)
ss; SS--Iss°° IE 12"=531.71 (W)
I RESTORE FOGLINE
TO ORIGINAL
I a I LOCATION
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- - - - --------------------
20 0 10 20
a a -
SCALE: 1" = 20'
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1 TIE TO SSCO
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STREET
IMPROVEMENTS
3 I PERMIT
47 LF 12"
RCP 0 3.07.
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'INSTALL DOUBLE
ARROW NO
PARKING ANY
TIME' SIGN PER
COR G138'(PYPq-
B #3 TYPE 1
W/VANED GRATE
RIM = 530.10
s I IE 12" = 527.30
EXTEND EX SS
STUB AND PLACE
NEW SSCO PER
GO COR 406.1
530.46
6' ASPHALT RAMP
530.38
ALL WORK TO BE DONE
WITHIN THE PARCEL TO
BE REVIEWED UNDER
SEPARATE BUILDING
PERMIT EXCEPT AS NOTED.
RELOCATE EX. POWER
TRANSFORMER TO THIS
LOCATION. A FRANCHISE PERMIT
IS REQUIRED FOR PSE TO
PERFORM WORK WIHTIN THE
ROW. PSE SHALL ACQUIRE THE
PERMIT AFTER CIVIL AND
BUILDING PERMIT ISSUANCE. A
PRIVATE UTILITY EASEMENT IS
REQUIRED.
SEE LANDSCAPE PLAN BY
OTHERS FOR PROPOSED
STREET TREE INFORMATION
0 530.10
+ I RELOCATE EX. HYDRANT OUTSIDE
OF PROP. PAVEMENT PER COR
529.93 STD 310.1.
/ I o WATER IS PROVIDED BY KCWD90,
\ 3 ADJUSTMENT OF WATER UTILITY IS
I 47 LF 12" PERMITTED BY THE DISTRICT
29.21 I I CONC 0 0.579
0 12" IE=52706t
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G G G G
03116120231 NO.
REVISION
540
535
530
525
520
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EXISTING .� .
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IE 12" . 5. . .
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GRADE .
_
-. - -. -
. . .
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. . . . .
. .
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LF:12 0 3.
. . .
EXISTING 1
_ -
1
CULVERT
T
47 LF 12': 0
0.50% . . . .
LF 12".
PVC ® 2.0X
-
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STA:12
43:58, 20.7'
. . .
. . .
. . . . . .
. . PROP 1." .HATER
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. . . . . .
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. . . . . .
. . . . .
. . . . APPROX.
LOCATION
OUTLET
STA.11+21.02, 2
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IE=52706t
ST
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B : #3 TYPE. 1:
EX. 6" SS STUB
TA:12+53.95, 20.7'
W/VANED GRATE
STA: 12+6
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EX.. 6." FH. LINE
.
W VANED GRATE
/
APPROX. LOCATION
P
bP. 6". SEWERS
B.
RIM = 534.50
APPROX..
LOCATION
STA. :11+19.33,
.7R . .
APPROX. LOCA
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. .IE 12" = 528.06
(S)
. . . . . .
. . . .
RIM = 530.10.
.
. .I . 12" =53
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. . . . . .
. . . . . .
IE 12" = 52733
. . . . .
. . . . .
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11PA207ili
DESIGNED:
EDM
DRAWN:
TLK
CHECKED:
EDM
DATE APPR APPROVED:
NEM
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
11 +00 12+00
156TH AVE SE PROFILE
1 "=20 HORIZ, 1 "=5' VERT.
540
535
530
525
520
13+00
EX
EX 30' ROW EX 30' ROW ' ' 5.5' DEDICATION
22' 8'
LANDSCAPE
EX PAVEMENT I 0.5' VERTICAL CURB 5' SIDEWALK
EX 17'f PAVING
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SAWCUT AND MATCFI EX
EDGE OF PAVEMENT CURB PER COR SIDEWALK PER COR
STD PLAN 101 STD PLAN 102
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156TH AVE SE SECTION W
N TS G
LU
0
LPL
F-S-425302 R-425303
IN COMPLIANCE WITH CITY OF RENTON STANDARDS W
0
CURRENT PLANNING �' DEVELOPMENT ENGINEERING ff % <
AWeihs 04/20/2023 I SAMorman 04/20/2023 ' Z
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LL
DATE: LL
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY OF 03/16/2023
RENTON VARMA SFR FRONTAGE IMPROVEMENTS FIELDBOOK: N/A a
PAGE.
DATUM � DRAWING No:
Planning/Building/Public Works Dept. FRONTAGE IMPROVEMENT PLAN
SHEET:OF:
3
B21000376