HomeMy WebLinkAboutR-408901n SCALE: 1 "= 30'
I30 15 0 30 60
DEVELOPER/CLIENT:
DAMSKOV CONSTRUCTION, LLC
1940 124TH AVE NE, SUITE A107
BELLEVUE, WA 98005
206.850.8759
CIVIL ENGINEER:
STEVE LEE, PE
PREFERRED ENGINEERING, LLC
11627 SE 58TH STREET
BELLEVUE, WA 98006
206.501.5708
SURVEY NOTES:
LEGAL DESCRIPTION
LOTS 1 AND 2, BLOCK 5, C.D. HILLMAN'S LAKE
WASHINGTON GARDEN OF EDED ADDITION TO SEATTLE,
DIV. NO. 7, ACCORDING TO THE PLAT RECORDED IN
VOLUME 16 OF PLATS, PAGE 18, IN KING COUNTY,
WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF
WASHINGTON.
NOTES
1. BASIS OF BEARINGS IS THE WASHINGTON STATE
PLANE COORDINATE SYSTEM, N.A.D. 1983/91, NORTH
ZONE, AS ESTABLISHED BY TIES TO CITY OF RENTON
CONTROL POINTS 1835 AND 1893.
2. ELEVATION DATUM IS N.A.V.D. 1988 BASED ON TIES
TO CITY OF RENTON CONTROL POINTS 1835 AND
1893.
3. FIELD WORK WAS DONE IN FEBRUARY OF 2018 USING
A SOKKIA SET 53OR3, THREE SECOND TOTAL STATION
IN ACCORDANCE WITH W.A.C. 332-130.
4. THE SOUTHERLY END OF LINCOLN AVENUE N.E.
ADJACENT TO THIS PROJECT WAS UNDER
CONSTRUCTION AT THE TIME OF THIS SURVEY. BE
AWARE THAT CONDITIONS MAY CHANGE.
5. REFERENCE IS MADE TO THE FOLLOWING SURVEYS
WHICH WERE USED TO CALCULATE AND/OR
ASCERTAIN THE BOUNDARY AS SHOWN HEREON:
THE PLAT OF C.D. HILLMANS LAKE WASHINGTON
GARDEN OF EDEN ADDITION TO SEATTLE, DIVISION NO.
7, VOLUME 7, PAGE 18
WESTMONT SHORT PLAT BOOK 120 PAGE 108
RECORD OF SURVEY BOOK 97, PAGE 153
RECORD OF SURVEY BOOK 63, PAGE 217
MARSHALL SHORT PLAT BOOK 142, PAGE 278
MILLER LOT LINE ADJUSTMENT BOOK 134, PAGE 276
CITY OF RENTON CONTROL NETWORK
6. UNDERGROUND UTILITIES ARE BASED ON PAINTED
LOCATIONS PROVIDED BY APPLIED PROFESSIONAL
SERVICES, INC. ADDITIONAL UTILITIES MAY EXIST ON
AND AROUND THIS SITE.
SURVEY LEGEND
N.E. 1 /4, SEC. 32
ARCHITECT:
EMILY BUCKWALTER, AIA
MEDICI ARCHITECTS
11661 SE 1ST STREET, SUITE 200
BELLEVUE, WA 98005
425.453.9298
GEOTECHNICAL:
ROB ROSS, PE
ZIPPER GEO ASSOCIATES, LLC
19019 36TH AVENUE WEST, SUITE E
LYNNWOOD, WA 98036
425.582.9928
LIGHTING DESIGN:
TWP.
Elyse M. Stemmler
TENW (Lighting Design)
11400 SE 8th Street, Suite 200
Bellevue, WA 98004
425.889-6747
LANDSCAPE ARCHITECT:
Craig Lewis
JGM Landscape Architects, Inc
12610 NE 104th Street
Kirkland, WA 98033
425.454.5723
12" CONC.
CULVERT
IE (E)=134.8
IE (W)=132.2 -
- N E 38TH
IQ)%// z/
ce-
/ � ,JVe,65'We�1P'�A-
TJ/ N88'34'0- /./
/ /� HC
o / / / / / / / /
UPPEF
LOWEF
/ /
/
/m
BLOCK 3
CB TYPE I
RIM=136.80
24N., RGE. 5E., W.M.
STRUCTURAL ENGINEER:
; 7 1
Dan Kosnik, SE
Site Structures / Kosnik Engineering, PC
�I
10505 19th Ave SE, Suite B
0
Lid
Everett, WA 98208
SSMH N
425.357.9600
A RIM=137.17
FL=129.05
I
I
SURVEYOR:
N
Rob Bogdon, PLS
�I
Eastside Consultants, Inc.
1320 NW Mall St, Suite B
L
Issaquah, WA 98027
425.392.5351
Z_
LOT111
L 0 T 2
_4
NB9'55'Ik Pi /T} �l / // �' �/ / W 3. 4C( PLAT
1'W
/ 1 N88'34' _
OOP
GARAGE / T
/ / / / I ��- T 410.90'
,
=
FOUND PROPERTY CORNER AS NOTED
W -
=
POWER POLE
i i /' // I FD. REBAR El
P� =
POWER BOX
�' / / I W P L S. 9470
'
- =
STREET LIGHT
! _ I 0.44' SOUTH OF LINE
=
LIGHT POLE
E- =
UNDERGROUND POWER (PAINTED LOCATION)
CONDITIONS-P OF APPROVAL:
=
OVERHEAD POWER
pC'` 1 8
' =
FIRE HYDRANT
The 38th Street Short Plat and Modification, File No. LUA18-000683, SHPL-A, ERC, MOD, as depicted in Exhibit 4, is approved and is subject to the following conditions:
1. The short plat layout shall be revised to provide the minimum 80-foot depth required for Lots 4 and 5. A revised short plat layout shall be provided to the Current Planning Project
C =
WATER VALVE
Manager for review and
WN =
WATER METER
approval at the time of Construction Permit review.
-w- =
WATER LINE (PAINTED LOCATION)
2. A Lot Line Adjustment, or other similarly approved method, shall be completed to remove the
EL =
TELEPHONE RISER
encroachments from the neighboring property to the south prior to the recording of the final short plat.
-T=
OVERHEAD TELEPHONE
3. A demolition permit shall be obtained and all required inspections completed for the removal of the
C =
UNDERGROUND COMMUNICATION (PAINTED LOCATION)
house, prior to the recording of the short plat.
4. A detailed landscape plan shall be submitted at the time of Construction Permit review for review and
CBC =
CATCH BASIN TYPE ll
approval by the Current Planning Project Manager.
CB ❑ =
CATCH BASIN TYPE I
5. A final tree retention/replacement plan shall be submitted at the time of construction review, for review and approval by the Current Planning Project Manager. The final tree
D=
STORM DRAIN LINE/ CULVERT
retention plan shall include an additional 7 replacement trees on the project site.
-G- =
UNDERGROUND GAS LINE (PAINTED LOCATION)
6. The primary entries of the homes on Lots 1-3 shall be oriented towards Lincoln Ave NE and the primary entries of the homes on Lots 4 and 5 shall be oriented towards NE 38th St. A
�MH C =
SEWER MANHOLE
note to this effect shall be recorded on the face of the final short plat.
-S=
SEWER LINE
7. The protected slope and required buffer shall be protected within a Native Growth Protection Tract and that the boundary of the tract be delineated with a split rail fence and
MB =
MAIL BOX
signage. A fencing and signage detail shall be submitted at the time of construction permit review for review and approval by the Current Planning Project Manager. Fencing and signage
=
POSTIBOLLARD
shall be installed prior to the recording of the short plat.
8. A curb bulb shall be provided within Tract A along the west property line of Lot 4.
=
EVERGREEN TREE
9. A Home Owners Association shall be established prior to the recording of the short plat for the
=
DECIDUOUS TREE
maintenance of all common improvements within the subdivision. The HOA documents shall be
t =
ROCKERY
provided to the City for review and approval by the City Attorney and Current Planning Project Manager
®=
RETAINING WALL
prior to recording of the short plat.
-LN- =
EDGE OF LAWN
=
FLOW LINE
7E =
GRADE BREAK
VINC,I
CB TYPE I
■ RIM=740.22
W I IE (S)=135. 7
'w I IE (N)=135.6
r=o � n
E.... Lotlge
Renton -Bellevue
Dl ,P09 Cedar Rim Marlmen[a
V ¢,
f`n NE44+ham StarEuckse
1751 0 QK..ydale KmderC
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SITE ;, :� .r Galden Thre.
b SE May
VICINITY MAP
j W SITE ADDRESS:
HOUSE - --- I , 1825 NE 38th St
PROJECT DATA: RENTON, WA 98056
� X! _ PARCEL NO: 3345700220
/ SITE ADDRESS: 1825 NE 38TH STREET, RENTON 98056
Q5 / OWNER: SAPPHIRE, LLC: 331 NW 78TH STREET, SEATTLE, WA 98117
PARCEL AREA: 62,711 SQ-FT (1.44 ACRES)
r' ' / ' r # I CB TYPE I
L -FT (1.33 ACRES)
I�RIM=154.99 DISTURBED AREA: 58,065 SQ
IE (S)=151.6 GROSS IMPERVIOUS AREA: 15,511 SQ-FT (0.36 ACRES), ONSITE & OFFSITE
--ice- IE (E)=151.5 NET NEW IMPERVIOUS AREA: 7,772 SQ-FT (0.18 ACRES)
12" CPEP IE (N)=151.4 IMPERVIOUS SURFACE COVERAGE o
SSMH BASED ON GROSS IMPERVIOUS AREA: 24.7/0
RIM=160.36 BUILDING COVERAGE: 13,060 SQ-FT (0.304 ACRES)
IL (E & N)=148.11 BUILDING SIZES: 5,000 SQ-FT TO 6,522 SQ-FT
€442.97IIPLATJ I ro NEW UNDER
CONSTRUCTION AT PARKING COUNT (VEHICLE & BICYCLE): 4 IN ROW OR TRACT, 16 IN LOTS
239 31' 1
TIME OF SURVEY NET DENSITY: 6.98 DU/AC
72" CP� ZONING (INCL. ALLOWED IMPERV.
CB TYPE I RIM=161. 12 SURFACE & MAX ALLOWED BLDG
IE=157.0 COVERAGE PER ZONING): R-8
SETBACKS:
CB TYPE I FRONT: 20 FT (EXCEPT WITH ALLEY, 15 FT)
- W/SOLID LID REAR: 20 FT
RIM=166.77
C,
El IE (S)=162.3
P SIDE: 5 FT
_ I
IE (N)=162.2 MIN. 2ND FRONT YARD: 15 FT (CORNER LOTS)
MAX IMPERV COVERAGE: 65%
SEWER SERVICE: CITY OF RENTON
WATER SERVICE: CITY OF RENTON
U I W SSMH STORM SERVICE: CITY OF RENTON
a RIM=162.31
Z ELECTRIC: PUGET SOUND ENERGY
IL (S & NE)=154.23 GAS: PUGEST SOUND ENERGY
> CABLE: XFINITY
Q � � I �TBM=60D SPIKE IN POiw�rc ,-vl
�� ELEV=185.20 SHEET INDEX
' 0
1 * * * * * COVER SHEET & EXISTING FEATURES
BLOCK 4 2 * * * * * PLAT GEOMETRICS
,''',' ' WML it I I w I 3 * * * * *EROSION CONTROL PLAN
/-- 4***** GRADING PLAN
CBTYPE I 5*****DRAINAGE PLAN
RMS0183.911D 6 * * * * * STORMWATER VAULT PLAN
I
IE (S)=179.4
IE (N)=179.2 7 * * * * * ROOF & LOT DRAINAGE PLAN
8 * * * * * SEWER & WATER PLAN
/ I -
/T 'CO I 9 * * * * * SEWER & WATER PROFILES - JOINT USE DRIVEWAYS
10 * * * * * SEWER & WATER PROFILES - 38TH ST & LINCOLN AVE
11 * * * * * ROADWAY PLAN
- /wI - - --r _ P 12 * * * * * LINCOLN PLAN & PROFILE
IE wv P 13 * * * * * 38TH PLAN & PROFILE
dwH � -�--- MB I 14 * * * * * JOINT USE DWY N/S PLAN & PROFILE
' w 15 * * * * * JOINT USE DWY E/W PLAN & PROFILE
GC °E 16 * * * * * SITE SECTIONS
W/SOLID LID >
CB TYPE 1 V a 12 " CPE i 17 * * * * *DETAILS SHEET 1
'
RIM=195.93 3
IE (S)=191.3 IE (N)=191.2 CB TYPE I
18 * * * * * DETAILS SHEET 2
�
M RIM=195.95 19 * * * * * DETAILS SHEET 3
IE=192.6
SSMH a C ' 20 * * * * * DETAILS SHEET 4
RIM=197.27 /
/L (S & N)=188.27 oMB I 21 * * * * * DETAILS SHEET 5
i
= EDGE OF PAVEMENT/CURB LINE �, of was�I �� p p o o suffi&v
= CONCRETE ����, J p�C�CG3�C�D EC
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CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS O
35 �4 11627 SE 58TH STREET PH (206) 501-5708
GIs �' BELLEVUE, WA 98006
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I IE=198. I EX. UTILII
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1 n=30' AJ W °W In, � CITY OF
4j
DATUM RENTON
Ow Nqi ELEV-185.20
AT FULL 8WE Planning/Building/Public Works Dept.
FWramN,
SCALE ACOORNMY
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS °�
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REGIONAL FIRE AUTHORITY NTc
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