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CALCULATED
fNTERSECTfON
24" ADS
SDMH a
RIM=124.91 <1 ( ;
INV=119.10 (E) �� w
INV=118.85 (N)
)Nl'=1 18.65 (W)
BELL TEE. MH
RIM=123.58 r)�
-- - - „ DIP WTR - W i
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30'
EX. R.O. W.
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PORTION OF THE NE 114 OF SECTION 6, TWP. 22 X, RGE. 5E., W.M.
KING COUNTY, WASHINGTON
SSMH
RIM=126.98
fNV-103.26 (Clr, ;,HANNLL
/l INV=1 19.47`(ABANDONED
Q013 N
A
EDGE OF AVEMENT
W SOUTH SSTH STREET
IN1 j4W4 INV=139. 2� �C/L OF R.O.W.
12+00
S-------f------ - _�-
o
N ,IS
ti
�?67. 4. 88'27'0 "
135.57E�t6 0' 1 3063' c
EX. R.O.W. _ i �� '1 � \
0 13+00
to
S 01 '3255" W
UV 0.00'-
88.27'05" E--- -47
63'
I - s. h - - - - - - --- - -- - GRA
v
i I I o I DR1vFwAY, ( „ o
/
_
-
i o
LOT#1
! j , 0 1 LOT#17
I 4,984 SF I 5,274 SF
06/sT
HOUSE L - - - - - - " y
+9 9l 1
90, I - -- - -1 r
30'
EX. R.O.W. EX.
SSMH
RIM=1 15.38 T
INV=105.61 (S) A
INV=105.71 (S) j1
3
1
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Know what's below.
Call before you dig.
UTILITY CONFLICT NOTE.
CAUTION. -
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING
UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION.
nd�o
o----- -- - 5.0 ° - - 87 - -
o
++ ---
!0 1
LOT#161.0
4,057 SF ! 1
LOT#2
i` 90' I .0' P �NTER
4,061 SF
S89'54' 8 E 135.23' -- - - _ - -
-: 1s r z 45 - --4 - 70- - ---- ---- ----�
w I I 1 87'
1 1 1 40.0 - -- - -
w
TRACT 998 24;0' LOT#3
i I LOT#15 I - OPEN SPACE ° al� 3,931 SF
+. N' LOT#14 6,449 SF I 12.0' 12.0'
4,570 SF I- 1 5,363 SF 1 I --I
TRACT9 w -I I� �1 I `� -- --
DETENTI I ( I I ! b 87' - -
-
VALET I 1 20' ACCESS I I D/W CUT START 1 j L6
91555 SF I I & UTILITY I STA: 2+59.38 _+
w I L - J L EASEMENT o0
----� 9' IL" i LOT#4
�5d a PC = 2+1 .04, I I 3,923 SF
m
as o
.a. �c�- I------------..� O
45' a 56' - -
87'
- -
101' 9 - - - -- -
�12' GRAVEL ACCESS LOT#13 !
G/ I LOT#5
ROAD 5,187 SF -o� �
18, 670 SF ° 3,920 SF I
x�
- - -- I
997
TRACT 997
NGPA
13,231 SF
1�
\ -
1,247 50, FT.
(ON PROPERTY)
DISTURBED BUFFER
2,406 SF
52'
CONNECTING TO
EX. SIDEWALK
56
97' - - - - -
87'
- - �k04 oo
15' UTILITY o Q , '�', " h D/W CUT END 34 TOT#6
EASEMENT LOT#12 �/ STA:2+64.50 1. 1
4,134 SF / � a ,� 41099 SF I
s 1
� o_
61' `h a°° 88'
a a,
R I A LOT#7
I 1 �� �' a I 5,136 SF I
1 I! I I g o ° 20' ACCESS & I
1 ! 1 o W I ' UTILITY EASEMENT _ _ - -1
20''
o I I 1 I 87
LOT#11 L07#10I �i LOT#9 ! F
1 5,405 SF 001 4,083 SF I 3,998 SF
LOT#8
1,A 472SF I ! ( l I 1 5,925 SF
�LO
I I
I �
-- ----- L
55' 45' - - 45, - - - - - -
N 88'27'05" W 352.63'
c
w
m
m
TALBOT & SSTHAVEPLAT
SSMH
RIM=171.92
INV=162.86 (CTR.
CHANNEL E, W)
14+00
14+94.63
- -
-. G S 1r
-12" MP /
' i I
GRAVEL &
LEGEND
SCALE: 1 " = 30'
30 15 0 30 60
EXISTING MONUMENT (AS SHOWN)
SANITARY SEWER CLEAN OUT (CO)
SECTION 1/4 CORNER NOT FOUND
-
SECTION CORNER NOT FOUND
POWER POLE
GUY POLE
FOUND REBAR/CAP OR I.P. (IRON PIPE)
(DATE)
WATER METER
C)
CALCULATED
WATER VALVE
P)
PLAT
MAILBOX
MEASURED
-
UTILITY POLE ANCHOR
TO BE REMOVED
FIRE HYDRANT (2 NOZZLE)
R.O.W.
RIGHT-OF-WAY
TYPE I NGPA SIGN
POINT OF BEGINNING
PROPOSED WATER
CENTERLINE
PROPOSED SANITARY SEWER
-Lr
CHAIN LINK FENCE
PROPOSED STORM DRAINAGE
VDF
WOOD FENCE
PROPERTY LINE
v.S
WATER SURFACE
EXISTING FENCE LINE
EDGE OF PAVEMENT
-
BACK OF WALK
EDGE OF PAVEMENT
STORM DRAIN CATCH BASIN (CB)
XXX
EXISTING CONTOURS
STORM DRAIN MANHOLE (SDMH)
PROPOSED CONTOURS
PRE-EXISTING DRAINAGE PATTERN
SANITARY SEWER MANHOLE (SSMH)
HEARING EXAMINER'S DECISION:
THE PROPOSED PRELIMINARY PLAT IS APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS:
1. THE OPEN SPACE SHALL BE PLACED IN A SEPARATE TRACT AND THAT TRACT SHALL BE DEDICATED TO A HOMEOWNER'S ASSOCIATION OR
OTHER WORKABLE ORGANIZATION ACCEPTABLE TO THE DIRECTOR, TO PROVIDE CONTINUED MAINTENANCE OF THE RECREATION SPACE TRACT
CONSISTENT WITH KCC 21A.14200.
2. THE APPLICANT SHALL RE -DESIGN THE GRADING PLAN, TO PROVIDE AN OPEN SPACE TRACT THAT DOES NOT EXCEED THE 5 PERCENT
GRADE MAXIMUM. THE UPDATED GRADING PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT
MANAGER, PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
3. THE APPLICANT SHALL PROVIDE A RECREATION SPACE PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER
WITH THE CONSTRUCTION PERMIT APPLICATION. THE RECREATION SPACE PLAN SHALL BE APPROVED PRIOR TO CONSTRUCTION PERMIT
ISSUANCE AND SHALL COMPLY WITH ALL REQUIREMENTS OF THE KING COUNTY CODE, INCLUDING KCC 21A.14.180.
4. A LANDSCAPE PLAN AND IRRIGATION PLAN CONSISTENT WIT KCC 2IA. 16.115 SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE
CURRENT PLANNING PROJECT MANAGER WITH THE CONSTRUCTION PERMIT APPLICATION. THE LANDSCAPE PLAN SHALL BE APPROVED PRIOR
TO THE CONSTRUCTION PERMIT ISSUANCE.
5. THE APPLICANT SHALL REDESIGN THE WETLAND TRACT TO COMPLY WITH THE WETLAND MITIGATION REQUIREMENTS IN 21A.24.340 AND
PROVIDE AN EVALUATION PREPARED BY A QUALIFIED PROFESSIONAL IDENTIFYING COMPLIANCE WITH THE REQUIREMENTS OF 21A.24.340
PRIOR TO CONSTRUCTION PERMIT ISSUANCE. THE UPDATED WETLAND TRACT AND ASSOCIATED MITIGATION DOCUMENTS SHALL BE APPROVED
BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
6, AN ACCESS ROAD AND EASEMENT SHALL BE PROVIDED FOR THE CITY TO SANITARY SEWER MANHOLE #3. SUCH ACCESS SHALL BE FROM
TALBOT ROAD S AND BE CONSTRUCTED OF A DRIVABLE SURFACE. REVIEW AND APPROVAL OF THE ACCESS DESIGN SHALL BE COMPLETED
BY THE PLAN REVIEW PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. THE ACCESS EASEMENT SHALL BE RECORDED WITH
THE FINAL PLAT.
T THE TWO PRIVATE ACCESS EASEMENTS SHALL BE RECORDED AT THE TIME OF THE FINAL PLAT RECORDING.
8. THE APPLICANT SHALL PROVIDE A TREE RETENTION PLAN WHICH IS IN COMPLIANCE WITH THE KCC 16-82-156 FOR REVIEW AND
APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
9. THE WETLAND TRACT SHALL BE PLACED IN A NATIVE GROWTH PROTECTION TRACT AND SHALL BE RECORDED ON THE FACE OF THE PLAT.
IN ADDITION, A HOME OWNER'S ASSOCIATION SHALL BE CREATED AND EACH LAND OWNER OF THE SUBDIVISION SHALL HAVE A SHARED
UNDIVIDED INTEREST IN THE NAPA TRACT.
10. IF NOT DONE SO ALREADY, CITY STAFF SHALL ENSURE THE PROPOSAL COMPLIES WITH THE CITY'S CONCURRENCY REGULATIONS AND THAT
ALL OFF -SITE TRAFFIC IMPACTS HAVE BEEN ADEQUATELY MITIGATED.
SHEETINDEX
UTILITYAND SERVICEPROVIDERS
CABLE TV.•
FIRE DISTRICT.'
COMCAST
KING COUNTY FIRE DISTRICT #37:
4020 AUBURN WAY NORTH
EAST KENT
PO BOX 1048
24611 116TH AVE S.E.
AUBURN, WA 98002
KENT, WA 98030
PHONE (253) 859-3322
SCHOOL DISTRICT.'
POWER AND GAS.'
RENTON SCHOOL DISTRICT #403
PUGET SOUND ENERGY
300 SW 7TH ST.
10885 NE 4TH STREET
RENTON, WA 98055
P.O. BOX 97034
PHONE: (425) 204-2300
BELLEVUE, WA 98009-9734
WATER AND SEWER
TELEPHONE.'
CITY OF RENTON
QWEST COMMUNICATIONS
1055 SOUTH GRADY WAY
450 110TH AVE. NE
RENTON, WA 98055
PREMIS BUREAU, 4TH FLOOR
BELLEVUE, WA 98003
R-377601
U#13003'427-
NOTE:'
1. THE OPEN SPACE TRACT 998
SHALL BE DEDICATED TO THE
HOMEOWNER'S ASSOCIATION. 2
2. REFER TO THE APPENDIX OF THE TIR 1
FOR WETLAND BUFFER MITIGATION PLAN,
REV. N0.
J. TRACT 999 SHALL BE OWNED &
MAINTAINED BY HOA. AN EASEMENT OVER
AND ACROSS THE TRACT SHALL BE
DEDICATED TO THE CITY.
PARCEL.
7931000151 VACANT
SITEAREA.-
126815 SF (2.91 Ac)
DISTURBANCEAREA.- I
114,618 SF (2.63 Ac.)
C1 COVER SHEET
C2 GRADING PLAN
C3 TESC PLAN
C4 GRADING DETAILS
C5 ROAD & DRAINAGE PLAN
C6 ROAD & DRAINAGE PROFILE
C7 DETENTION PLAN & DETAILS
C8 DETENTION DETAILS
C9 FRONTAGE IMPROVEMENTS
C 10 FRONTAGE IMPROVEMENTS
C11 NOTES AND DETAILS
C12 EXISTING FEATURES MAP
C13 STREET LIGHT PLAN
C14 STREET LIGHT NOTES AND DETAILS
SW 1 SEWER & WATER PLAN
SW2 SEWER & WATER PROFILES
SW3 SEWER & WATER DETAILS
P01 POST OFFICE APPROVAL PLAN
D JO
184th
187th St
a�
Q�
190th St
�9
a
S
vi
Oo,� 0
a
S 46th �I S 47th
LA
v
CD
r S 50tOSt
�S 50th PI Se 187th
?s S 51 st CI Se 18
SITE Se
0)
N
a
VICINITY MAP
SCALE: 1 ` = 114 MILE
Se 192nd
1p7 cD
-D
N
S
LINE TABLE
LINE
LENGTH
BEARING
L 1
93.90
S00'00'00 E
L2
0.00
S00'00'00'E
L3
47.81
S00'00'00"E
L4
73.33
SOO'00'00'E
L5
44.83
S45.01'27"W
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
C 1
1 78.58
100. DO
45'01 '27"
1 41.45
EOUIPMENTAND PROCEDURE
BASIS OF BEARINGS IS PLAT OF
TALBOT ESTATES VOL 172/1-3
BM
CITY OF RENTON 11927
KING COUNTY CONCRETE MONUMENT AND CASE IN
GRAVEL SHOULDER 3.9' WEST E.A. OF TALBOT ROAD
SOUTH AND 50' SOUTH OF CENTERLINE OF 192ND ST.
ELEVATION = 123.70'
TBM
SSMH
RIM=171.92
INV=162.86 (CTR. CHANNEL E,W)
MTICAL DATUM:
NAVD 88
ENGINEERICONTACT SURVEYOR
INSIGHT ENGINEERING COMPANY
HANSEN SURVEYING
P.O. BOX 1478
17420 116TH AVE. SE
EVERETr WA 98206
RENTON, WA 98058
CONTACT. • SANTHOSH MOOLAYIL
CONTACT. • RODNEY HANSEN
(425)30 936,3
(425) 235-8440
FAX 62
OWNER
APPLICAAT
M.T. DEVELOPMENT, LLC
KIMBERLY'S PLACE, LLC
11625 RAINER AVE. S.
11625 RAINER AVE. S.
SEATTLE, WA 98178-3983
SEATTLE, WA 98178-3983
(206) 772-2300
FAX: (206) 838-2791
LEGAL DESCRIPTION
PARCEL "A"
SPRINGBROOK ACRE TRACTS LOT A" KING COUNTY
BOUNDARY LINE ADJUSTMENT NO L05LOO92 RECORDING
NUMBER 20060523900010 BEING A PORTION OF NE 1/4 OF
THE NE 1/4 SECTION 06, TOWNSHIP 22 N, RANGE 05 E,
KING COUNTY, W.M.
CITY OF RENTOr1
i
APPROVED BY. � DATE: l 1 Zf l
APPROVEDBY: �i L(t DATE: It 26 ��
APPROVED BY: DATE: 1?--1
L1-L3 LANDSCAPE & RECREATION PLAN INSIGHT ENGINEERING CO.
S1.1-S1.4 VAULT STRUCTURAL PLANS P.O. BOX - 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
INFO@ IN SIGHTENGINEERING.NET
CITY COMMENTS JRC 10-28-2014 SITE ADDRESS. XXXX S 192ND ST.
RENTON, WA 98055
CITY COMMENTS SJM o3-05-2014 TAX ACCOUNT NO.'S: 793100015106
DESCRIPTION INITIALS DATE
1s R . k
�' of W�s�l
z tz
0 3F449 •
��s G Is
SIONAU
11-Z�-IY
PORTION OF THE NE 114 OF SECTION 6, TWP. 22 N., RGE. 5E., W.M.
TALBOT & SSTH AVE PLAT
DWG FILENAME DESIGNED BY- DATE: SCALE. • JOB NO.:
110539-FINAL.DWG JRC 11-26-2012 1 "=30' 11-0539
SHEET
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