HomeMy WebLinkAboutR-417101I
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r LEGAL DESCIRI PTI DN
Rl-
Q LOT 98, C. D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEA ME NO. 2, LESS
WEST 250 FEET, THEREOF, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS,
PAGE 64, RECORDS OF KING COUNTY, WASHINGTON. SI TUA TE IN THE COUNTY OF ICING, STATE OF
WASHINGTON.
LU
I- S LJRVEYOR NOTES
BASIS OF POSITION. CITY OF RENTON CONTROL POINT NUMBER 1836. FOUND 5 INCH DIAMETER
CONCRETE MONUMENT WITH 1/6 INCH BRASS PLUG, DAWN a5 FEET IN A CASE AT THE INTERSECTION
OF BURNETTE AVENUE NORTH AND NORTH 307H STREET GRID=GROUND AT THIS POINT ONLY. GRID
DISTANCES OBTAINED BY GNSS OBSERVATIONS WERE REDUCED TO GROUND USING THE COMBINA77ON
FACTOR OF NAD83191 GRID COORDINATE PER CITY OF RENTON.• NORTHING, 192137.301, EAS77NG
130097Z688 (US SURVEY FEET).
BASIS OF BEARING. • HELD THE BEARING OF S 01 48'14" W FROM THE ABOVE (VOTED BASIS OF
P05177ON TO CITY OF RENTON CONTROL POINT NUMBER 1866: FOUND 3 INCH BY 3 INCH CONCRETE
r MONUMENT WITH A PUNCHED 1/2 INCH BRASS DISC, DOWN 1.1 FEET IN A CASE IN THE CENTERLINE
OF BURNETTE A VENUE NOR TH ABOUT 125 FEET SOUTH OF NOR TH 28TH STREET AND ABOUT 15 FEET
NORTH OF A PRIVATE ROAD. NAD83/91 GRID COORDINATE PER Cl TY OF RENTON.• NORTHING,
191472.813, EAS17NG 1300956.762(US SURVEY FEET), THIS REPRESENTS A ROTA17ON OF 00.02�4"
FROM THE BEARING OF N 015027" E ALONG PARK AVENUE NORTH (SHOWN AS THE BASIS OF
BEARING ON THE RECORD OF SURVEY RECORDED IN VOLUME 19J OF SURVEYS; PAGE 283, RECORDS
OF KING COUNTY.) THIS CURRENT SURVEY HOLDS THE ROTA 7ED BEARINGS OF SAID ROS 1931283.
1 774E RESUL77NG BEARING ALONG PARK AVENUE NORTH IS N 015321"E
774E FOLLOWING INFORMA77ON WAS REFERENCED IN PREPARING THIS SURVEY:
A) C. D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN ADD177ON TO SEA TILE NO. 2, VOLUME 11
OF PLATS PAGE 64, RECORDS OF KING COUNTY.
B) RECORD OF SURVEY, VOLUME 193 OF SURVEYS; PAGE 283, RECORDS OF KING COUNTY.
C) ELSON-AGREN-LINDBERG SHORT PLA T, NO. 193-78, VOLUME 15 OF SURVEYS; PAGE 113,
RECORDS OF KING COUNTY. (SOUTH
WESTERL Y ADJOINER.)
D) BROWN -STRAND SHORT PLAT, NO. 078-77, VOLUME 23 OF SURVEYS, PAGE 148, RECORDS
OF KING COUNTY. (NORTHERLY AD 01NER.)
E) SHAWN DALY SHORT PLAT, NO. 087-81. VOLUME 44 OF SURVEYS; PAGE 44, RECORDS OF
KING COUNTY. (KESTERLY ADJOINER.)
F) MA T7HEWS SHORT PLA T. LUA-96-D53-SHP, VOLUME 111 OF SURI/EYS PAGE 184, RECORDS
OF KING COUNTY. (SOUTHERLY ADJOINER.)
r G) CITY OF RENTON SHORT PLAT NO. LUA-04-O33-SHPL, VOLUME 184 OF SURVEYS, PAGE 169,
RECORDS OF KING COUNTY. (SOUTHERLY
r ADJOINER.)
H) CITY OF RENTON SHORT PLAT NO. L UA - 06- 064- SHPL, VOLUME 260 OF SURVEYS; PAGE 267,
RECORDS OF KING COUNTY.
CV (NOR THWESTERLY ADJOINER.)
1) J.H. BUDD SHORT PLAT, SH. PL-071-84, VOLUME 42 OF SURVEYS, PAGE 276, RECORDS OF
n KING COUNTY.
rr J) KING COUNTY ASSESSORS MAP FOR THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP
24N, RANGE 5E, W.M.
K) CITY OF RENTON SURVEY CONTROL
774E BOUNDARY SHOWN HEREON WAS CALCULATED USING ROS 193/283, HOLDING THE MONUMENT
FOUND A T THE INTERSECTION OF NOR7H 38TH STREET AND PARK AVENUE NORTH AND THE ROS
BASIS OF BEARING ALONG SAID PARK AVENUE NORTH. THE VARIOUS ADJOINERS WERE
INDEPENDENTLY CALCULATED PER 774E LISTED RECORDS, AND THE RESUL77NG FIGURES WERE
COMPARED WITH SAID ROS 193/283. THE CALCULATIONS MATCH SAID ROS TO LESS THAN 0 01 OF A
FOOT, WITH THE EXCEP77ON OF THE NORTHWEST ADJOINER, WHICH LIES ABOUT 0.15 FEET NORTH OF
774E R05 1931283 CALCULATED BOUNDARY. THIS IS WITHIN THE EXPECTED MEASUREMENT
ACCURACIES OF 7HE 77ME AND DOES NOT CONS 77TUTE A MATERIAL DIFFERENCE BETWEEN 7HE
SURVEYS
ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES.
MONUMENTS NOTED AS FOUND WERE FIELD VISITED USING GNSS OBSERVA7ONS ON JUNE 21, 2019.
PLA NIUETRIC AND TOPOGRAPHIC INFDRMA 77ON SHOWN HEREON WAS FIELD LOCA 7ED BETWEEN JUNE
21 AND JUNE 24, 2019.
UNDERGROUND U77LI77ES SHOWN HEREON ARE PER A COMBINA77ON OF FIELD LOCATED SURFACE
OBSERVABLE FEATURES AND RECORDS OF THE APPLICABLE UTILITY PURVEYOR. ALL LOCATIONS
SHOULD BE VERIFIED PRIOR TO ANY CONSTRUCTION.
VARIOUS LARGE SHRUBS ARE LOCATED ON SITE THESE ARE NOT SHOWN HEREON AS TREES.
774E SUBJECT PROPERTY CONTAINS 39891 SQUARE FEET OR 0.91 ACRES ALL 77ILE INFORMATION
SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM INFORMATION CONTAINED IN OLD REPUBLIC
NATIONAL 777LE INSURANCE COMPANY ORDER NUMBER 5207164446, GUARANTEE NUMBER
A 46014- SG W-20150 7, DATED JUNE 5, 2019. IN PREPARING THIS MAP, HUGH G GOLDSMITH AND
ASSOCIATES; INC. CONDUCTED NO INDEPENDENT TITLE SEARCH, NOR IS HUGH G. GOLDSMITH AND
ASSOCIATES, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE
SHOWN ON 774E MAP AND DISCLOSED BY THE REFERENCED COMMITMENT. HUGH G. GOLDSMITH AND
ASSOCIATES, INC. HAS RELIED WHOLLY ON GRAYS HARBOR T77LE COMPANYS REPRESEN TA T70N OF
774E TITLES COND177ON TO PREPARE THIS SURVEY AND THEREFORE HUGH G. GOLDSMITH AND
ASSOCIATES; INC. QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT.
HDRIZ0NTAL DATUM
NAD 83/91, WASHINGTON STATE PLANE COORDINA7ES — NORTH
ZONE, BASED ON CITY OF RENTON PUBLISHED
SURVEY CONTROL.
NfITCHE SHORT PLAT
RCF
LS 17659 zi
O.ON X 0.1 IN
CIVIL RECORD DRAWINGS
I
l
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CRONES WI7NESS POST
RCF CRONES)RCF
(TERRA
0.5N X 0.1
L5 29537
LS 15025, 46876,
0.29V X 0.2 IN
5780N7 37547
1
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0.19v X 0.0�
,,,V. EX
GARAGE
7O
0
25'
6�
da
as
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S 88'40'44" E 370- 40'
_ REMAIN) I In I
irnrrriTri — i
17,663 SF
EX':
1 HOUSE
' 25',�—� 1
,i(TO '� I
I REMAIN)
I
I
1 2" EIENT 164 RCF
IRON ROD LS 9814
0.37V
f
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0
3�a'10
3k��40
VERTICAL DATUM
NA VD 1968 PER Cl TY OF REN TON SURVEY CON TROL.
MASTER BENCHMARK. • CITY OF RENTON CONTROL POINT NUMBER 1836. FOUND 5 INCH DIAMETER CONCRETE MONUMENT WITH 1/8 INCH
BRASS PLUG, DOWN 6.5 FEET IN A CASE AT THE INTERSECTION OF BURNETTE AVENUE NORTH AND NORTH 307H STREET. ELEVATION WAS
VERIFIED BY CHECKS TO THE ABOVE NOTED CITY OF RENTON CONTROL POINT NUMBER 1866 AND OBSERVATIONS USING 774E WASHINGTON
STA TE REFERENCE NETWORK. ORTHOMETRIC ELEVA770M = 120.03 FEET, NA VD 1988, PER CITY OF RENTON
S17F BM#l: GOLDSVI TH CONTROL POINT TWfS-1, SET REBAR AND CAP ON SOU 7H EDGE OF GRA VEL DRI VEWA Y TO HOUSE ,43625, 1.4 FEET
WESTERL Y OF 7HE WEST EDGE OF PAVEMENT OF MEADOW A VENUE NORTH. ELEVA7ON = 161.65 FEET (NA VD 1988).
S17F BM#2.• GOLDSM177-1 CONTROL POINT TMS-2, SET MAG NAIL 0.2 FEET EA57ERLY OF 774E WESTERLY EDGE OF PAVEMENT ON 7HE WEST
SIDE OF MEADOW A VENUE NORTH AND 12 FEET NORTHERL Y OF THE SOUTHEAST CORNER OF 7HE PROPERTY CORNER FOR
THIS SURVEY.
ELEVA 77ON = 165.92 FEET (NA VD 1988).
517E BM13• GOLDSM17H CONTROL POINT TMS-3, SET REBAR AND CAP IN FRONT YARD, 5.1 FEET NORTHERLY OF THE 3 BLOCK HIGH
CONCRETE WALL, AND 50 FEET EASTERL Y OF THE WEST END OF SAID WALL. ELEVA770M = 180.79 FEET (NA VD 1988).
—� enton O
Markup Leaend
REDRequired Revisions
BLUE Recommended Revisions
GREEN Items to be Deleted
PURPLE Advisory Only
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14,960 SF I
—.----------------
'n D'
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LS 9814 111�RCF DEDICA7
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LEGEND
EXISTING FEATURES
PROPOSED FEATURES
— —
ADJACENT PLAT/PARCEL LINE
a
SEWER MANHOLE
'——BOUNDARY
❑
ASPHALT PAVEMENT
— — — —
AY
ADJACENT RIGHT—OF—W
❑
PIPE FLOW
WAY
—
CENTERLINE
LOT LINE
LOT LNEE
CONCRETE
EASEMENT
R
FIRE HYDRANT
CURB FLOWLINE
— — — — — — —
SURFACE FEA TREES
�
WA TER METER
SIDEWALK
L/LlLILZ/1/1/1 BUILDING FOOTPRINT
M
GATE VALVE
— CENTER LINE
— —410—
10' CONTOURS
-------------SAWCUT
----,412--
2' CONTOURS
-0-
POWER POLE
EASEMENT
— — — — SD—
STORM DRAIN PIPE
C--
GUY ANCHOR
— — — — — — — BUILDING SETBACK (BSBL)
— — — — SS —
SEWER MAIN
190 10' PROPOSED CONTOURS
— — — — W —
WATER MAIN
CONIFEROUS TREE
192 2' PROPOSED CONTOURS
❑HP
AERIAL POWER LINE
FILL RETAINING WALL
PROPOSED UTILITIES
----G—
GAS MAIN
DECIDUOUS TREE
STORM DRAIN PIPE
0
STORM CLEANOUT
— ❑ — BOARD FENCE
❑
CA TCH BASIN, TYPE I
El
ASPHALT
------------- ROOF & F0077NG DRAIN
Q
CATCH BASIN, TYPE A
SEWER SERVICE
O
YARD DRAIN
El
CONCRETE
— — — — — — — WA TER MAIN
44
PIPE FLOW
Q
YARD DRAIN
❑o TYPE/ CS — STANDARD GRATE
0
SEWER CLEANOUT
M TYPE 1 CB — LOCKING LID
M--
WATER METER
❑o TYPE 40 CB — STANDARD GRATE
Jk
FIRE HYDRANT
@ TYPE 1! CB — LOCKING LID
ACCESS NOTE
ACCESS TO LOTS 1 AND 2 IS REQUIRED TO BE PROVIDED VIA THE SHARED
DRIVEWAY TRACT (TRACT A).
EXISTING UTILITY NOTE
SHEET INDEX
05
VICINITY MAP
NOT TO SCALE
PROJECT TEAM
OWNER
TRAILSIDE HOMES
116 1/2 S WASHINGTON ST
SEA TILE, WA 96104
PHONE. • (206) 706-1527
CONTACT STEVE LIPPERT
APPLICANT
25 CENTRAL WAY, SUITE 400,
KIRKLAND, WA 98033
P' 425-216-4051 F' 425-216-4052
WWW-THEELU ELINEGROUP-COM
CIVIL ENGINEER
THE BLUELINE GROUP
25 CENTRAL WAY, SUI 7E 400
KIRKLAND, WA 9803J
(425) 250— 7224
CONTACT: TODD OBERa PE
ARBORIST
549hL
L�J
r
CV
WLJ
Q
C)
I
N
Q
J
TERESA MI TCHELL RYAN SEELEY
19609 145TH AVE SE ISA CER77FIED ARBORIST PN-8096AT
RENTON, WA 98056 PHONE. • (253) 266-5665
(206) 498-1852 U-7
Q
SURVEYOR
Q
GOLD SMI TH
P.O. BOX 3565
BELLEVUE, WA 98009 a
PHONE. (425) 462-1080 CV
CONTACT LEE NYQUIST; PLS
SITE DATA �
SI7F ADDRESS
J625 MEADOW AVENUE N
PARCEL NUMBER:
J342700480
ZONING. •
R-6
GROSS S17E AREA:
39, 891 SF
DEDICATED ROW
700 SF
NET SITE AREA
(AFTER ROW DEDICA 17ON):
391891 SF
NUMBER OF LOTS PROPOSED.
2
MINIMUM LOT SIZE.
7,000 SF
AVERAGE L 0 T SIZE.
16,452 SF
SEWAGE DISPOSAL:
CITY OF RENTON
WATER SYS7EM:
CITY OF RENTON KENNYDALE 320 PRESSURE ZONE
SETBACKS.' 25' FRONT 0 5' SIDE*0 25' REAR
*COMBINED 15 FEET WI TH NO LESS THAN 5' ON EITHER HER SIDE
I
CV-D
I
COVER SHEET
2
GN-0I
GENERAL NOTES
3
TP-0
I
TES C PLAN
4
TD-0I
TESL NOTES & DETAILS
5
TR-01
TREE RETENTION PLAN
6
GP-0I
GRADING PLAN
7
LS-01
LANDSCAPE PLANTING PLAN
8
LIT-01
UTILITY PLAN
9
DT-01
STANDARD DETAILS
1 D
DT-132
STANDARD DETAILS
EXISTING U TILI TIES ARE SHOWN IN THE APPROXIMATE LOCA 770N. THERE IS NO
GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCA i101V, SIZE
AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL INDICATED
PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO
TRENCHING OR EXCA VA 77ON FOR ANY PIPE OR STRUCTURES, TO DETERMINE
ACTUAL LCCA T10NS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE
APPROPRIATE PROVISION FOR PROTECTION OF SAID FA CIL1 TIES THE
CONTRACTOR SHALL NOTIFY ONE CALL AT 8-1-1 (WASHINGTON911.COM) AND
ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION.
1 REVISIONS PER CITY OF RENTON FIRST ROUND COMMENTS LMT 3/31/21 slsuEYED:
GOLDSMITH
2 RECORD DRAWINGS PER CITY OF RENTON REQUIREMENTS 9/9/22 DESIONEe
ALIREZ4 RAMEZ4NI, PE
DRAWN.
ALLEN BREWER
CHECKED:
YANNICK METS, PE
NO. REVISION BY DATE A P P R 11
SCAM,
AS NOTED
ONE INCH
AT Full SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAM 1
HORIZONTAL• MAD 1963 1991
DATUM
919122
CITY OF
RENTON
(D
Planning/Building/Public Works Dept.
SURFACE WATER UTILITY 0
jtarah 05/0412021
WASTEWATER UTILITY
Ann Fowlor 05�0412027 01
LOT COVERAGE
CALCULATIDNS
LOT 1 AREA:
17,663 SF
MAX BUILDING COVERAGE 40X
7,065 SF
MAX IMPERVIOUS COVERAGE 55%
9, 715 Sr
LOT 2 AREA:
14,960 SF
MAX BUILDING COVERAGE 40jK*
51984 SF
MAX IMPERVIOUS COVERAGE 5.53K*
A228 SF
R-417101
S-417101
W-417101
IN COMPLIANCE WITH CITY OF RENTON STANDARDS I I—
QEVELOPMENT ENGINEERING PLANNING DIVISION
0APPROVED IL
Nathan Janders 05/03/2021 05/03/2021 jding
REGIONAL FIRE AUTHORITY ¢ *"Qy WATER UTILITY Q
APPROVED0
cthomas 0510312021 ��=.R��� agafour 05/03/2021
DATE-
J 9/ 12�22
C0VER SHEET J
nEw"00' BOOK LU
PAGE: PAGE _
MITCHELL SH0RT PLAT DRAVANGNO:
CIVIL CONSTRUCTION PERMIT Cv--o r
33427004SO SHEET. r OF.10