HomeMy WebLinkAboutzD-3717Seta
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58.95'
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�I
LOT 5
4534 SF
S89'33'01
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( n1i FM
1 inch':= 20 &
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8,63'
LOT 4
4516 SF
I' .• 58.63'
ADJACENT PROPERTY DATA
322305 -9147 KAMAU NAHASHON +JOYCE NJOROG 18605 116TH AVE SE, RENTON, WA 98058
911700 -0170 JOAN HARRIS, 11443 SE 186TH ST, RENTON, WA 98055
911700 -0180 JULLIAN C +WILLIE M JR CASTRO, 11435 SE 186TH ST. RENTON, WA 98055
911700 -0190 CHRISTINA A SEVRUK, 11427 SE 186TH ST, RENTON, WA 98055
322305 -9282 BRETT J +JO M CHURCHILL, 18624 114TH AVE SE, RENTON, WA 98055
322305 -9149 BENSON HILL ELEMENTARY SCHOOL, FACILITIES & OPERATIONS CTR,
7812 S. 124TH ST, SEATTLE, WA 98178
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND
SHOWN IN HAGENSON THE UTLITIES
CONTIRACTOR SHALL "DETERRMIINIE THE EXACCONLY.
LOCATION OF ALL EXISTING UTILITIES BEFORE
CONSULTANTS, LLC COMMENCING WORK. CONTRACTOR AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICHMIGHT BE OCCASIONED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS AND ALL UNDERGROUND UTILITIES.
6484 -481*H AVE SW Seattle WA CALL 48 HOURS
phone 206 938- 61111126fax 206.938 -7645 BEFORE YOU DIG
email H.Hagenson000MCAST.NET
1- 800 -424 -5555
J
�I.
P
LAKESIDE FAIRWOOD PLAT
NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M.
10' 1 10'
Renton Project Number: LUA09 -079
UNITS /ACRE ( RENTON CITY CODE TITLE IV
OWNER
4.2.11 OA)
LAKESIDE REAL ESTATE INVESTMENTS
3'
2K
66.04
3520 SOUTH 198TH ST
EASM'T. 65,08' 0.5' S'
SEATAC, WA 98188
MAX BUILDING COVERAGE 50%
PH (206) 280 -2272
4.70'
FAX
CORNER LOT SIDE YARD 15'
SIDEWALK
EASM'T
GROSS AREA: 58,520 SF OR 1.34 ACRES
SURVEYOR (FIELD TOPOGRAPHY)
.......... ..
CRAMER NORTHWEST, INC
°1
CONTACT: OWNE HILLE
NET AREA = 43,570 SF OR 1.00 ACRES
.
BLDG ENVELOPE
.........
__
DENSITY CALCULATION:
CIVIL ENGINEER
W.:.:
o
o
No
NO. OF LOTS PROPOSED: 8
6484 -48TH AVE SW
(TYPI
6
SEATTLE, WA 98136
RECORDED UNDER RECORDING NUMBER
TRACT NA'
TAX PARCEL NUMBER:
PHONE: (206) 938 -6168
3223059113
`
EMAIL: H.Hagenson®comcast.net
DRAINAGE
VERTICAL DATUM
DRAI
GEOTECHNICAL ENGINEER
CONSULTANTS, INC.
II°
In
N
112
by
Lin
LOT 8
:3-011 30'—
W
n F
MIN 200' V.C.
116TH ST. SE: MINOR ARTERIAL
WETLAND CONSULTANTS
J.S.JONES & ASSOCIATES
ZI
P.O.BOX 1908
S
ISSAQUAH, WA 98027
4509 SF
CONTACT: JEFF
PH 253 - 905 -5736
DEVELOPED SITE AREA: 1.40 ACRES
EMAIL: JEFF. JSJONES000M CAST. NET
DEVELOPED IMPERVIOUS FRACTION: 0.68 AC
DEVELOPED PERVIOUS GRASS FRACTION: 0.72
AC
WATER: SOOS CREEK WATER & SEWER DISTRICT
SEWER: SOOS CREEK WATER & SEWER DISTRICT
rn
FIRE: CITY OF RENTON
-.
(PACIFIC N. W. TITLE CO. ORDER NO.
POWER: PUGET SOUND ENERGY
15' SAN
629772
CABLE TV: COMCAST CABLEVISION
SEWER
99,82'
x
EASEMENT
50,52'
'kTEMPORARY
66.03'
ACCESS
Q SEMENT (T❑ BE
58.95'
.... .
�I
LOT 5
4534 SF
S89'33'01
w
0
0
.o
N
N o
I Z
( n1i FM
1 inch':= 20 &
N
8,63'
LOT 4
4516 SF
I' .• 58.63'
ADJACENT PROPERTY DATA
322305 -9147 KAMAU NAHASHON +JOYCE NJOROG 18605 116TH AVE SE, RENTON, WA 98058
911700 -0170 JOAN HARRIS, 11443 SE 186TH ST, RENTON, WA 98055
911700 -0180 JULLIAN C +WILLIE M JR CASTRO, 11435 SE 186TH ST. RENTON, WA 98055
911700 -0190 CHRISTINA A SEVRUK, 11427 SE 186TH ST, RENTON, WA 98055
322305 -9282 BRETT J +JO M CHURCHILL, 18624 114TH AVE SE, RENTON, WA 98055
322305 -9149 BENSON HILL ELEMENTARY SCHOOL, FACILITIES & OPERATIONS CTR,
7812 S. 124TH ST, SEATTLE, WA 98178
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND
SHOWN IN HAGENSON THE UTLITIES
CONTIRACTOR SHALL "DETERRMIINIE THE EXACCONLY.
LOCATION OF ALL EXISTING UTILITIES BEFORE
CONSULTANTS, LLC COMMENCING WORK. CONTRACTOR AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICHMIGHT BE OCCASIONED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS AND ALL UNDERGROUND UTILITIES.
6484 -481*H AVE SW Seattle WA CALL 48 HOURS
phone 206 938- 61111126fax 206.938 -7645 BEFORE YOU DIG
email H.Hagenson000MCAST.NET
1- 800 -424 -5555
J
�I.
P
LAKESIDE FAIRWOOD PLAT
NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M.
10' 1 10'
NOTES
BASED ON HEARING EXAMINER OCT 5, 2009 REPORT
1. THE FRONT YARDS OF LOTS 1 AND 6 SHALL BE OREINTED TOWARD PROPOSED SE
186TH pLACE AND NO DIRECT ACCESS SHALL BE ALLOWED TO THESE LOTS FROM 116TH
AVE SE
2. THE STABILITY OF THE SLOPE IN THE NORTHWEST CORNER OF THE SITE SHALL BE
INCREASED BY GRADING IT BACK TO AN INCLINATION OF 2.5:1 AND INSTALLING LARGE
ROCK AT THE TOP OF THE SLOPE FOR SCOUR RESISTANCE.
3. PRIOR TO RECORDING THE SHORT PLAT, THE APPLICANT SHALL INSTALL A SIGN AT
THE WESTERLY END OF SE 186TH PLACE PROVIDING NOTICE TO THE RESIDENTS OF THE
LAKESIDE FAIRWOOD SHORT PLAT THAT THE STREET MAY BE EXTENDED AS DEVELOPMENT
OCCURS TO THE WEST.
4. AN EXEMPTION FROM THE CRITICAL AREAS REGULATIONS MAY BE GRANTED FOR THE
WETLANDS. (CONCLUSION 5)
EXPIRES 11/15/13
PROPERTY INFO
PROJECT NAME: LAKESIDE FAIRWOOD SHORT PLAT
EXISTING ZONING: R8 DENSITY ALLOWED: 8
Renton Project Number: LUA09 -079
UNITS /ACRE ( RENTON CITY CODE TITLE IV
OWNER
4.2.11 OA)
LAKESIDE REAL ESTATE INVESTMENTS
3'
ATTN: YVONNE BUIT /CHUC NGUYEN
99,85'
3520 SOUTH 198TH ST
EASM'T. 65,08' 0.5' S'
SEATAC, WA 98188
MAX BUILDING COVERAGE 50%
PH (206) 280 -2272
4.70'
FAX
CORNER LOT SIDE YARD 15'
SIDEWALK
EASM'T
GROSS AREA: 58,520 SF OR 1.34 ACRES
SURVEYOR (FIELD TOPOGRAPHY)
\�- -STORM DRAIN EASEMENT
CRAMER NORTHWEST, INC
°1
CONTACT: OWNE HILLE
NET AREA = 43,570 SF OR 1.00 ACRES
.
BLDG ENVELOPE
.........
EMAIL: CNIOCRAMERNW.COM
DENSITY CALCULATION:
CIVIL ENGINEER
8 UNITS /ACRE X 1.0 = 8 UNITS ALLOWED
No
NO. OF LOTS PROPOSED: 8
6484 -48TH AVE SW
(TYPI
6
SEATTLE, WA 98136
RECORDED UNDER RECORDING NUMBER
TRACT NA'
TAX PARCEL NUMBER:
PHONE: (206) 938 -6168
3223059113
4513 . SF
EMAIL: H.Hagenson®comcast.net
DRAINAGE
VERTICAL DATUM
WA
GEOTECHNICAL ENGINEER
CONSULTANTS, INC.
RECREATION SPACE TO BE PAID FEE —IN —LIEU
6934.. SF
OF ON SITE FACILITIES.
PH: 425 - 747 -5618
Lin
ST. DESIGNATION:
:3-011 30'—
SE 186TH ST — SUBACCESS
n F
MIN 200' V.C.
116TH ST. SE: MINOR ARTERIAL
WETLAND CONSULTANTS
J.S.JONES & ASSOCIATES
PERVIOUS /IMPERVIOUS SITE STATISTICS
P.O.BOX 1908
EXISTING SITE AREA: 1.40 ACRES
ISSAQUAH, WA 98027
...........
l .
CONTACT: JEFF
PH 253 - 905 -5736
DEVELOPED SITE AREA: 1.40 ACRES
EMAIL: JEFF. JSJONES000M CAST. NET
DEVELOPED IMPERVIOUS FRACTION: 0.68 AC
DEVELOPED PERVIOUS GRASS FRACTION: 0.72
AC
WATER: SOOS CREEK WATER & SEWER DISTRICT
SEWER: SOOS CREEK WATER & SEWER DISTRICT
rn
FIRE: CITY OF RENTON
-.
(PACIFIC N. W. TITLE CO. ORDER NO.
POWER: PUGET SOUND ENERGY
0
629772
CABLE TV: COMCAST CABLEVISION
99,82'
50,52'
'kTEMPORARY
PUBLIC
ACCESS
Q SEMENT (T❑ BE
REMOVED UPON
_
EXT NSION OF SE
186 PL.
45.96'
58,60... __... _._......
LOT 'I
, SI
EWALK
I
4.67 SF' E
$ M T:
0
LOT
5' TO BE
r
458F.... I
r`
,�
DEDICATE
1 "
I A )DITI ❑NA�
AS
ROW
...
.'
58,60'
NOTES
BASED ON HEARING EXAMINER OCT 5, 2009 REPORT
1. THE FRONT YARDS OF LOTS 1 AND 6 SHALL BE OREINTED TOWARD PROPOSED SE
186TH pLACE AND NO DIRECT ACCESS SHALL BE ALLOWED TO THESE LOTS FROM 116TH
AVE SE
2. THE STABILITY OF THE SLOPE IN THE NORTHWEST CORNER OF THE SITE SHALL BE
INCREASED BY GRADING IT BACK TO AN INCLINATION OF 2.5:1 AND INSTALLING LARGE
ROCK AT THE TOP OF THE SLOPE FOR SCOUR RESISTANCE.
3. PRIOR TO RECORDING THE SHORT PLAT, THE APPLICANT SHALL INSTALL A SIGN AT
THE WESTERLY END OF SE 186TH PLACE PROVIDING NOTICE TO THE RESIDENTS OF THE
LAKESIDE FAIRWOOD SHORT PLAT THAT THE STREET MAY BE EXTENDED AS DEVELOPMENT
OCCURS TO THE WEST.
4. AN EXEMPTION FROM THE CRITICAL AREAS REGULATIONS MAY BE GRANTED FOR THE
WETLANDS. (CONCLUSION 5)
EXPIRES 11/15/13
PROPERTY INFO
PROJECT NAME: LAKESIDE FAIRWOOD SHORT PLAT
EXISTING ZONING: R8 DENSITY ALLOWED: 8
Renton Project Number: LUA09 -079
UNITS /ACRE ( RENTON CITY CODE TITLE IV
OWNER
4.2.11 OA)
LAKESIDE REAL ESTATE INVESTMENTS
__ ...._.__
ATTN: YVONNE BUIT /CHUC NGUYEN
MIN LOT AREA:4,500SF
3520 SOUTH 198TH ST
MAX IMPERVIOUS AREA = 75%
SEATAC, WA 98188
MAX BUILDING COVERAGE 50%
PH (206) 280 -2272
FRONT SETBACK 15', REAR 20', SIDE 5',
FAX
CORNER LOT SIDE YARD 15'
EMAIL: Bui_Yvonne®hotmail.com
GROSS AREA: 58,520 SF OR 1.34 ACRES
SURVEYOR (FIELD TOPOGRAPHY)
GROSS AREA AFTER ROW DEDICATION
CRAMER NORTHWEST, INC
56,176 SF OR 1.29 ACRES
CONTACT: OWNE HILLE
NET AREA = 43,570 SF OR 1.00 ACRES
PHONE: (253) 852 -4880
.........
EMAIL: CNIOCRAMERNW.COM
DENSITY CALCULATION:
CIVIL ENGINEER
8 UNITS /ACRE X 1.0 = 8 UNITS ALLOWED
HAGENSON CONSULTANTS, LLC
NO. OF LOTS PROPOSED: 8
6484 -48TH AVE SW
PROPOSED USE: DETACHED SINGLE FAMILY
SEATTLE, WA 98136
RECORDED UNDER RECORDING NUMBER
CONTACT: HAL HAGENSON, PE
TAX PARCEL NUMBER:
PHONE: (206) 938 -6168
3223059113
FAX: (206) 938 -7645
EMAIL: H.Hagenson®comcast.net
SITE ADDRESS: 18624 116TH AVE SE, RENTON,
VERTICAL DATUM
WA
GEOTECHNICAL ENGINEER
CONSULTANTS, INC.
RECREATION SPACE TO BE PAID FEE —IN —LIEU
CONTECH
CONTACT: MARC McGINNIS
OF ON SITE FACILITIES.
PH: 425 - 747 -5618
FAX: 425-747-8561
ST. DESIGNATION:
EMAIL: MARCM®GEOTECHNW.COM
SE 186TH ST — SUBACCESS
MIN 200' V.C.
116TH ST. SE: MINOR ARTERIAL
WETLAND CONSULTANTS
J.S.JONES & ASSOCIATES
PERVIOUS /IMPERVIOUS SITE STATISTICS
P.O.BOX 1908
EXISTING SITE AREA: 1.40 ACRES
ISSAQUAH, WA 98027
REGARDED AS PRE — DEVELOPED FOREST
CONTACT: JEFF
PH 253 - 905 -5736
DEVELOPED SITE AREA: 1.40 ACRES
EMAIL: JEFF. JSJONES000M CAST. NET
DEVELOPED IMPERVIOUS FRACTION: 0.68 AC
DEVELOPED PERVIOUS GRASS FRACTION: 0.72
AC
WATER: SOOS CREEK WATER & SEWER DISTRICT
SEWER: SOOS CREEK WATER & SEWER DISTRICT
LEGAL DESCRIPTION
FIRE: CITY OF RENTON
SCHOOL: RENTON SCHOOL DISTRICT
(PACIFIC N. W. TITLE CO. ORDER NO.
POWER: PUGET SOUND ENERGY
TELEPHONE: QWEST
629772
CABLE TV: COMCAST CABLEVISION
LEGEND
EXISTING PROPOSED
......................
PROPERTY LINE
..... .
R.O.W. CENTERLINE
— EAST
...
GRADING CONTOUR
SPOT ELEVATION
R
__ ...._.__
GRADE BREAK
WMER MAN
SE ne sr.
SEIER MAN
SOUTHEAST QUARTER IN SECTION 32,
�— STORM, ROOF OR
DEMO PLAN & ESC DETAILS
DRY SLAB DRAIN
FIRE HYDRANT
EB — MATER METER
INKING COUNTY, WASHINGTON, LYING
—04 GATE VALVE
$ SEINER MANHOLE
—8— SEIER CLEANOUT
NOR THERL Y OF THE SO UTHERL Y 5 05.1
STORM CB
0 — STORM MANHOLE
.........
---- 0— STORM CIEANOUT
— a UTILITY POLE
—F —F— SLT FENCE
NAVD 88
TOP OF FOUND CONCRETE MONUMENT AT
THE S. E. CORNER OF SECTION 32
ELEV. = 514.98 FT
(WCCS POINT ID NO. 383 1)
HAGENSON CONSULTANTS GENERAL ENGINEERING NOTES
IRRIGATION PLAN
SOOS CREEK WATER & SEWER
VICINITY MA PLAN IN SEPARATE PLANSET
SCALE: N.T.S.
1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC
RECORDS AND /OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND /OR DATA OBTAINED VERBALLY FROM OWNERS OR
OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OR
COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY
LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE
ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY
- THE CONTRACTOR PRIOR TO CONSTRUCTION.
2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING
SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE
CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY ENCOUNTERED AND GENERALLY
RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND /OR THE OWNER
SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS
UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. (WSDOT SEC 1 -04.7)
3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND
SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE
BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE
CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SEC. 1 -07.17 APWA SUPPLEMENT).
4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION
PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM
DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SECTION 1 -07.17
APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONDSTRUCTION FOR DESIGNS SHOWN
ON THESE PLANS.
5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY
AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS.
6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL
SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMMENDATIONS OF THE PROJECT SOILS ENGINEER AND THE CURRENT
GEOTECHNICAL ENGINEERING REPORT.
7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS, BUT NOT LIMITED TO, WALLS, PAVEMENT AND VAULTS MUST
BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND IS NOT A PART OF THESE PLANS.
8. INFILTRATION AND FRENCH DRAIN SYSTEMS SHALL BE REVIEWED AND APPROVED IN WRITING BY THE PROJECT GEOTECHNICAL
5 ADDED STORM POND EASEMENT HEH P13111 . sCALZ FrLnG,, WD 1988 4 ADDED 12 SD EASEMENT LOT 7 HEH 3/19/14- �,M H 1"=20' HOMONrAI.: NAD 1983/1991
3 ADDED SIDEWALK EASEMENT HEH 3/7/14 HEH
2 REVISED PER CITY 8/16/13 COMMENTS HEH 30 13
HEH
1 INITIAL PERMIT SUBMITTAL HEH 5/1/13, CHECID HEH
AT FULL SGLE
IF NOT ONE INCH
NO. REVISION BY DATE APPR I — --
HEH
ENGINEER PRIOR TO INSTALLATION.
D- 311101
R CITY OF
M11
RENTON
Planning /Building /Public Works Dept.
CHECK FOR COMPLIANCE TO CITY STANDARDS
Y1161 ly
FINAL SITE PLAN
LAKESIDE FAIRWOOD PLAT
18621 116TH aVE se
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
A-
C1
C2
C4
0a
C8
ce
C10
C11
C12
C13
R -1
DAM
5/1/13
FIELIMM
PAGE:
Is 110 Fi=willf.A
N
oa
h
CIS
M
SHEET INDEX
THE EAST HALF OF THE EAST HALF OF
THA T POR TION OF THE SO UTH HA IF OF
FINAL SITE PLAN
THE NORTHEAST QUARTER OF THE
SE ne sr.
EROSION CONTROL PLAN
SOUTHEAST QUARTER IN SECTION 32,
DEMO PLAN & ESC DETAILS
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.,
HORIZONTAL CONTROL PLAN
INKING COUNTY, WASHINGTON, LYING
SE 186TH PLAN AND PROFILE
NOR THERL Y OF THE SO UTHERL Y 5 05.1
116TH SE PLAN AND PROFILE
FEET OF SAID SUBDIVISION; EXCEPT THE HN
GRADING /DRAINAGE PLAN
EAST 30 FEET CONVEYED TO KING COUNTY
ITE ROAD & STORM DETAILS
FOR 116TH AVE SOUTHEAST BYDEED a
LANDSCAPE PLAN /TREE RETENTION
RECORDED UNDER RECORDING NUMBER
STREET TREE PLAN
2698240.
ILLUMINATION PLAN
SE 102 n
COMPREHENSIVE UTILITY PLAN
VERTICAL DATUM
NOTES AND DETAILS
NAVD 88
TOP OF FOUND CONCRETE MONUMENT AT
THE S. E. CORNER OF SECTION 32
ELEV. = 514.98 FT
(WCCS POINT ID NO. 383 1)
HAGENSON CONSULTANTS GENERAL ENGINEERING NOTES
IRRIGATION PLAN
SOOS CREEK WATER & SEWER
VICINITY MA PLAN IN SEPARATE PLANSET
SCALE: N.T.S.
1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC
RECORDS AND /OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND /OR DATA OBTAINED VERBALLY FROM OWNERS OR
OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OR
COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY
LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE
ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY
- THE CONTRACTOR PRIOR TO CONSTRUCTION.
2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING
SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE
CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY ENCOUNTERED AND GENERALLY
RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND /OR THE OWNER
SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS
UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. (WSDOT SEC 1 -04.7)
3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND
SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE
BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE
CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SEC. 1 -07.17 APWA SUPPLEMENT).
4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION
PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM
DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SECTION 1 -07.17
APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONDSTRUCTION FOR DESIGNS SHOWN
ON THESE PLANS.
5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY
AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS.
6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL
SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMMENDATIONS OF THE PROJECT SOILS ENGINEER AND THE CURRENT
GEOTECHNICAL ENGINEERING REPORT.
7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS, BUT NOT LIMITED TO, WALLS, PAVEMENT AND VAULTS MUST
BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND IS NOT A PART OF THESE PLANS.
8. INFILTRATION AND FRENCH DRAIN SYSTEMS SHALL BE REVIEWED AND APPROVED IN WRITING BY THE PROJECT GEOTECHNICAL
5 ADDED STORM POND EASEMENT HEH P13111 . sCALZ FrLnG,, WD 1988 4 ADDED 12 SD EASEMENT LOT 7 HEH 3/19/14- �,M H 1"=20' HOMONrAI.: NAD 1983/1991
3 ADDED SIDEWALK EASEMENT HEH 3/7/14 HEH
2 REVISED PER CITY 8/16/13 COMMENTS HEH 30 13
HEH
1 INITIAL PERMIT SUBMITTAL HEH 5/1/13, CHECID HEH
AT FULL SGLE
IF NOT ONE INCH
NO. REVISION BY DATE APPR I — --
HEH
ENGINEER PRIOR TO INSTALLATION.
D- 311101
R CITY OF
M11
RENTON
Planning /Building /Public Works Dept.
CHECK FOR COMPLIANCE TO CITY STANDARDS
Y1161 ly
FINAL SITE PLAN
LAKESIDE FAIRWOOD PLAT
18621 116TH aVE se
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
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5/1/13
FIELIMM
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I EROSION AND SEDIMENT CONTROL NOTES:
W 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF
f- PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS,
Q RETENTION FACILITIES, UTILITIES, ETC.)
I- 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND
U) upgrading OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /ESC SUPERVISOR UNTIL ALL
CC CONSTRUCTION IS APPROVED.
Lj,j 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE
OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO
< DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY
J THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND
MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH
SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK
OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT.
5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL
CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE
SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED.
6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.
DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED
STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES,
ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.).
7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /ESC SUPERVISOR AND MAINTAINED TO
ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC
FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO
DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH
THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.).
9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN
(7) DAYS.
10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR
WITHIN 24 HOURS FOLLOWING A STORM EVENT.
11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH
BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION
SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
12. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED
WITH THE
NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT
FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH
GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY.
13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN
MANUAL.
14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. I), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY
WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN
ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE
AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DDES INSPECTOR FOR REVIEW.
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1. CONDITIONOFUGE
1.1. SET FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS,
12 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOM, NOR E INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAIKE FLOW,
ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. I168M AM OWALLATNJN SP'ECIFICAMONS
11. THE GEOTEXTiE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTUREWS FABRIC SPECIFICATIONS MOST BE
AVAILABLE ON SITE .....................
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I�U::,vl:4 SftE i:13; _:SAT.'jltAt'vrfifl l:: P..�:i
:iYAtCHPFAR811ASY I %STk`.DHd: :,^..: ^ <aEC•: kTNiEAYi.
�:RtC EENStEEE -.li6!"3.1 j3iR:- [!ri -1[, !'"BIAS. r.Sµf ^AF):iaA SrtHNix•F�(Na:.
I:nles +>z ^� E�aiuNCUVUSEPENSHI r:eea
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:`..t ?N:'1J41F f'cittNa;.E (.�t7k'Ok:sil�TUx MK ....
22. STANDARD STRENGTH FABRIC REQUIRES MINE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE SAACNG OR CLOSER POST
SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARWWIS A STRONGER FENCE.
2.3_ WHERE THE FENCE IS INSTALLED. THE SLOPE SK'kLL NOT BE STEEPER THAN 2HA V
14. FA TYPICAL SILT FENCE N USED. THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LOW AS THE BOTTOM 8INCHES OF THE SILT FENCE
IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT
FENCE.
1 MAINTENANCE STANDARSS
3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY.
32. F CONCENTRATED FLOES ARE EVMFW UPHILL OD THE FE# ICE, THEY MUST BE INTERCEPTED AND CONVEYED TO A $ED IMENT TRAP OR POND,
3.1 R IS NPORTANT TO BECK THE UPHILL SIDE OF THE F84M FOR SIGNS OF TH.E FENCE CLOGGING AND ACTING AS A HARRIER TO FLOW AND
THEN CAUSING CHNO&LIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP
SEDIMENT.
3.4. SEDIMENT MOST SE REMOVED WRIFJR SEDWENT IS 61INCHES HIGH.
18. F THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
1 PLAN
PPE -5LIC 1tOR_.S SILT FENCE LAID ................._._
4
DIEPARTMENT
MARC.".,
NOTE: THIS DETAIL IS ONLY
SCHEMATIC. ANY INSERT IS
ALLOWED THAT HAS A MIN.
0.5 C.F. OF STORAGE, THE MEANS
TO DEWATER THE STORED
SEDIMENT, AN OVERFLOW, AND
CAN BE EASILY MAINTAINED.
CATCH BASIN �-- GRATE
OVERFLOW
SOLID
WALLS -
FILTER MEDIA
FOR DEWATERING -
POROUS BOTTOM
VIII
CATCH BASIN INSERT
GENERAL NOTES:
1. CONTRACTOR SHALL INSTALL EROSION PROTECTION AT ALL CATCH
BASINS WITHIN THE WORK AREA FOR THE NEW WATERLINE INSTALLATION
2. ALL MATERIALS NECESSARY TO INSTALL AND CONNECT THE WATER
LINE 'IN TALBOT ROAD TO BE STORED ON THE PRIVATE PROPERTY
ADJACENT TO TALBOT ROAD AND NOT ON THE ROAD RIGHT -OF -WAY.
3. TALBOT ROAD SHALL BE SWEPT AS NECESSARY.
4. ALL TALBOT ROAD CATCH BASINS AND ONSITE CATCH
BASINS IN THE VICINITY OF THE WORK SHALL BE FITTED WITH CATCH
BASIN INSERTS PER THE DETAIL HEREON.
O NEWAY83NALL BE PAVED TO THE EDGE
OF %O W PtICSTD PISTALIATKNI OF THE
yPQ°� CONSTRUCTION BOPA14M TOAVM
£%3aA OAYMaHG OF TW RO0JW0AV
` � IF�tff90A6iEN]ED Tt4tTTHE
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.... `� RUNOFF DRAM OF THE PAD
is
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IS A ROAOMOE OROR PRESENT; A'$
PER CITY ROAD STA14MM
MW O'3ARAY WALLS
12'MWH,.7HIGKNESB
09ORBMEGREN AREA
NOTSU9
I. COiNDIT10N OF WE
I.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON
PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,080 FEET OF THE SITE.
m._,._..._ ...........................................-•--______.. m_--------- ___....................
f.: in3'F. \SitFSTREB:GT-16YST3! ^,a; 5'...i :2....:'g?a5; f4,
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2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. HOG FUEL (WOOD BASED MUCH) MAY BE SUBSTTTUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED
FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMLD FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY
ATANY TIME REQUIRE THE USE OF QUARRY WALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO
PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT,
22, FENCING SHALL SE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.3, WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE, THIS CAN SUBSTANTIALLY
INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE
3. MAINTENANCE STANDARDS
31. QUARRYSPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WTTHTHE SPECIFICATIONS.
3Z. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT. THEN ALTERNATIVE MEASURES TO KEEP THE
STREETS FREE OF SEDIMENT SHALL BE USED, THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONSOF THE
ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH, IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED W ITH
CRUSHED ROOK, AND WASHED WATER SHALL DRAIN TO A SEDNENT TRAP OR POND.
33, ANY SEDiMENTTHAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMIENT COLLECTED BY
SWEEPING SHALL BE REMOVED OR STABILIZED ON WE THE PAVEMENT SHALL NOT BE CLEATED BY WASHING DOWN THE STREET,
EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A T HREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A
SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLEDAND
DISCHARGED APPROPRIATELY.
3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAL) AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
35. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OT HERTHAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE
INSTALLED TO CONTROL TRAFFIC.
NOTE
HA GENS ON THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN
IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES
BEFORE COMMENCING WORK. CONTRACTOR AGREES
CONSULTANTS, LLC W BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
WHICHMIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS CALL 48 HOURS
6484 -48TH AVE SW Seattle WA 98126 BEFORE YOU DIG
phone 206 938 -6168 fax 206.938 -7645
AEnnil H HnnoncnnW.0Ur.ACT NFT 1- 800 -424 -5555
E. HA 0
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OF WAS
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SS /ON AL
EXPIRES
4 ADDED TREE PROTECTION
3 REVISED CLEARING LIMITS
2 REVISED PER 8/16/13 CITY COMMENTS
1 INITIAL PERMIT SUBMITTAL
NO. I REVISION
NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M.
HEH
i
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
PUBLIC B C
`volv�s.
STABILIZED
STD. PLAN 21610
61
--
0+ HEH
/7/14
CONSTRUCTION ENTRANCE
MARCH 2008
NOTE
HA GENS ON THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN
IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES
BEFORE COMMENCING WORK. CONTRACTOR AGREES
CONSULTANTS, LLC W BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES
WHICHMIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS CALL 48 HOURS
6484 -48TH AVE SW Seattle WA 98126 BEFORE YOU DIG
phone 206 938 -6168 fax 206.938 -7645
AEnnil H HnnoncnnW.0Ur.ACT NFT 1- 800 -424 -5555
E. HA 0
�O
OF WAS
y/�" ✓l-
Q cf O
ti o Z
�0,� �c18
SS /ON AL
EXPIRES
4 ADDED TREE PROTECTION
3 REVISED CLEARING LIMITS
2 REVISED PER 8/16/13 CITY COMMENTS
1 INITIAL PERMIT SUBMITTAL
NO. I REVISION
NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M.
HEH
i
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
SURVIEf OH
7T_9 T1
61
--
0+ HEH
/7/14
30 13
DRAM: HEH
/1/13
CHECKED:
HEH
DATE
APPR
- HEH
sruL. 1 " =20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CONSTRUCTION SEQUENCE
1. CONDUCT CITY OF RENTON PRE -CON MTG.
2. INSTALL CATCH BASIN PROTECTION
3. INSTALL CONSTRUCTION ROCK ENTRANCE
4. INSTALL SILT FENCE
5. CONSTRUCT SITE
6. OBTAIN FINAL CONSTRUCTION APPROVAL
7. REMOVE TESC MEASURES
MAINTENANCE STANDARDS
ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION
SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH
WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON -SITE OR
HAULED OFF -SITE.
ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE
SEDIMENT HAS FILLED ONE -THIRD OF THE AVAILABLE STORAGE. THE FILTER
MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN
PROTECTION. UNLIKE MANY FORMS OF PROTECTIONS THAT FAIL GRADUALLY,
CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT
MAINTAINED PROPERLY.
VERTICAL DATUM
NAVD 88
Bo BENCHMARK
TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32
ELEV. = 514.98 FT
(WCCS POINT ID NO. 3831)
NAVD HORQZONTAALL'. HAD 1983%1991 CITY 0 F
RENTON
DATUM
Planning /Building /Public Works Dept.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
EROSION CONTROL PLAN
LAKESIDE FAIRWOOD PLAT
18621 - 116TH AVE SE
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
DATE
5/1/13
FIEIDBOOK
PAGE:
C2
SEr 2 13
NNNN ^A
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W
NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., ROE. 5E., W.M.
4.678 SIF
GRAPHIC SCALE
so
( IN FEET )
1 inch = 20 ft.
VERTICAL DATUM
NAVD 88
BENCHMARK
TOP OF FOUND CONCRETE MONUMENT AT THE S.E.
CORNER OF SECTION 32
ELEV. = 514.98 FT
(WCCS POINT ID NO. 3831)
CONSTRUCTION NOTES
01 EXISTING ROCKERY WALL TO BE REMOVED.
O2 EXISTING STRUCTURES TO BE REMOVED.
O3 EXISTING FENCE TO BE REMOVED.
O4 EXISTING OHP TO BE REMOVED; COORDINATE WITH POWER COMPANY.
O5 EXISTING PAVEMENT TO BE REMOVED.
O6 EXISTING TREES TO BE REMOVED (SEE LANDSCAPE PLAN C -9)
O7 EXISTING TREE TO REMAIN; PROTECT DURING CONSTRUCTION.
O8 EXISTING CURB, GUTTER AND SIDEWALK TO BE REMOVED AND REPLACED.
SEE SITE PLAN SHEET C4.
EXISTING DRIVEWAY TO BE REMOVED.
10 EXISTING WATER METER TO BE CUT AND CAPPED AT MAIN UNDER SEPARATE WATER PERMIT.
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN
IN AN
HA GENS ON DETERMINE APPROXIMATE
EXACT( LOCATION OF ALaEXI TINGRUTILITIES
BEFORE COMMENCING WORK. CONTRACTOR AGREES FOR ANY AND ALL DAMAGES
TO BE FULLY CON SULTANTS, LLC AND PRIES RVEEANY"AND ALL UNDERGROUND UTILITIES.TLY LOCATE
CIVIL ENGINEERING do LAND DEVELOPMENT CONSULTANTS /
648 --40TH AVE SW Seattle WA W26 CALL 48 HOURS
phone 2015 938 -6168 fax 206.938 -7645 BEFORE YOU DIG
emai H.Hagenaon000MCAST.NET
1- 800 -424 -5555
EXPIRES 11/15/16
\1N
GENERAL NOTES:
REFERENCE STORM DRAINAGE NOTES ON SHEET C8.
2. ALL TREES TO REMAIN ARE TO BE PROTECTED DURING
CONSTRUCTION. GRADING SHOULD BE COORDINATED NOT TO AFFECT
THE TREES TO REMAIN.
3. PATCH ROADWAY PER COR TYPICAL TRANSVERSE PATCH FOR
FLEXIBLE PAVEMENT.
3 REVISED TO ADD TREE LIST
2 REVISED PER 8/30/13 CITY COMMENTS
1 INITIAL PERMIT SUBMITTAL
N0. I REVISION
WA9
DEMOLITION NOTES
1. THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FORM ALL UTILITY COMPANIES PRIOR TO ANY DEMOLITION WORK
OR DISCONNECTION OF ANY SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL
REQUIREMENTS OF THE RESPECTIVE UTILITY COMPANIES.
2. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES WHICH ARE TO REMAIN IN SERVICE,
INCLUDING BUT NOT LIMITED TO GAS, ELECTRIC, TELEPHONE, WATER, SEWER, AND STORM LINES.
3. ALL STRUCTURES BEING DEMOLISHED, INCLUDING SLABS AND FOUNDATIONS, SHALL BE COMPLETELY REMOVED FROM
THE SITE.
4. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND
REQUIREMENTS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL REQUIREMENTS INCLUDING, BUT
NOT LIMITED TO, HAZARDOUS MATERIALS, DISPOSAL, AND HOURS OF OPERATION.
5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR SITE DEMOLITION. COST OF ALL
PERMITS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED AS PART OF THE CONTRACT.
6. IT IS THE CONTRACTORS RESPONSIBILITY TO INSPECT THE EXISTING STRUCTURES FOR ANY CONDITIONS WHICH MAY
AFFECT THE DEMOLITION PROCEDURES. CONFLICTS SHOULD BE NOTED TO THE ENGINEER.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT THE PROPERTY FOR TYPE AND QUANTITY OF
DEMOL111ON REQUIRED PRIOR TO SUBMISSION OF A BID.
8. THE CONTRACTOR SHALL HAVE WATER ON SITE FOR DUST ABATEMENT AT ALL TIMES DURING DEMOLITION ACTIVITIES.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE DISPOSAL OF ALL DEBRIS. BURNING ON SITE
SHALL NOT BE PERMITTED. NO DEBRIS INCLUDING CONCRETE OF ASPHALT MAY BE PLACED IN ANY FILL AREA.
10. ANY DAMAGE TO PUBLIC UTILITIES OR ADJACENT PROPERTIES AS A RESULT OF THE DEMOLITION ACTIVITIES SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR. THE COST OF REPAIRS SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR. ALL REPAIRS SHALL BE MADE IN A TIMELY MANNER TO THE SATISFACTION OF THE DAMAGED PARTY.
11. DURING THE COURSE OF DEMOLITION, CONTRACTOR SHALL PROVIDE SECURITY FENCING AND OTHER PRECAUTIONARY
SAFETY MEASURES AS NECESSARY.
(BRIGHT ORANGE PLASTIC MESH)
10'
F-14 GA. GALVANIZE. WIRE
\�13 GA. GALVANIZED WIRE
STEEL FENCE POST 1' HIGH MIN.
NOTE:
1. CUP FENCE TO GALVANIZED WIRE ® 5 FOOT ON- CENTER SPACING
2. WIRE FENCE TO STEEL FENCE POST
NOTE, PLACE BRIGHT ORANGE PLASTIC
MESH FENCE AT "DIE DRIPUNE AROUND
TREE TO BE RETAINED. (TYPICAL)
TREE PROTECTION FENCE DETAIL
NOT TO SCALE
DRIPUNE DRIPUNE
/�DRIPLINE (TYP.)
�� II
U U
— Significant Tree Protection:
1.Prior to any clearing all trees to be retained shall be flagged.
2.Prior to grading and throughout construction, a temporary chainlink, wire or plastic net fence shall be used to identify
the protected area (drip line) of any significant tree designated for retention. The height of such fencing shall be
adjusted according to the topographic and vegetative conditions of the site to provide clear visual delineation of the
protected area. The size of the protected area around the tree shall be equal to one foot diameter for each inch of
tree trunk diameter measured four feet above the ground or at the drip line of the tree.
—At no time during and after construction shall the following be permitted within the significant tree protection area:
(a) impervious surfaces, fill, excavation, or storage of construction materials (b) grade level changes, except in limited
circumstances where proposed improvements using permeable materials are determined by on arborist to be
non — detrimental to the trees root system.
— Significant Tree Maintenance:
(a) All significant trees shall be maintained for the life of the project including monitoring.
(b) All significant trees shall be pruned and trimmed as necessary to maintain a healthy growing condition or to prevent
primary limb failure. This requirement shall not be interpreted to allow:
(1) topping of primary stems
(2) pruning that results in the loss of 20 percent of vegetative mass
(3) cutting of major roots, except in preparation for transplantation or as deemed necessary and /or acceptable
by a certified arborist
(4) With the exception of dead, diseased or damaged trees specifically retained to provide wildlife habitat; other
dead, diseased, damaged or stolen planting shall be replaced immediately or the next planting season if the loss does
not occur in a planting season.
— The Significant Trees to be retained as shown on the approved Significant Tree Retention Plan shall be maintained by
the future owners of the proposed lots.
D- 311103
TREES
T1
THREE 8" MAPLES
T2
6' MAPLE
T3
8"
MAPLE
T4
8"
POPLAR
T5
8"
POPLAR
T6
10"
POPLAR
T7
8"
POPLAR
T8
14"
POPLAR
T9
10"
POPLAR
T10
6"
PINE
T11
10"
POPLAR
T12
6"
PINE
T13
12"
MAPLE
T14
14"
POPLAR
T15
8"
POPLAR
T16
16"
POPLAR
T17
14"
POPLAR
T18
8"
POPLAR
T19
10"
POPLAR
T20
8"
POPLAR
T21
14"
POPLAR
T22
16"
POPLAR
T23
16"
POPLAR
T24
12"
MAPLE
T25
8"
MAPLE
T26
6"
PINE
T27
11"
MAPLE
T28
8"
MAPLE
T29
6"
PINE
T30
6"
PINE
T31
6"
PINE
T32
60"
CEDAR
T33
9"
MAPLE
T34
9"
MAPLE
T35
28"
COTTONWOOD
T36
11"
MAPLE
T37
12"
MAPLE
T38
9"
MAPLE
T39
13"
MAPLE
T40
22"
MAPLE
T41
20"
MAPLE
T42
18"
COTTONWOOD
T43
TWO 22" COTTONWOODS
T44
24"
COTTONWOOD
T45
24"
COTTONWOOD
T46
24"
COTTONWOOD
I CHECKED FOR COMPLIANCE TO CITY STANDARDS
/0 /
SURVEYM. SCALE, DEMO PLAN & ESC DETAILS �� 5/1/13
,E°" 1 " =20' R`R ;,,�, ,y CITY OF
HEH LAKESIDE FAIRWOOD PLAT F'°�°°"
HEH R E N TO N 18621 - 116TH AVE SE P�
°N� DATUM °�`"� W.
CHEC1ED.. AT Fi1LL SCALE Planning /Building /Public Works Dept. RENTON, WASHINGTON F � � � C3
APPR _HEH SCALE ACCORDINGLY LAKESIDE INVESTMENTS, LLC = 3 CF°1
EMESEEnINFEN
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NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M.
16TH AVE SE I
.................
I
.CTION TO
GRAPHIC SCALE
30 0 15 30 60 1
( IN FEET )
1 inch = 30 ft.
VERTICAL DATUM
NAVD 88
BENCHMARK
TOP OF FOUND CONCRETE MONUMENT AT THE S.E. C-
CORNER OF SECTION 32 >
10+93.3 (SE 116TH) ELEV. = 514.98 FT L=1
TH> (WCCS POINT ID NO. 3831) „p lot
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NOTE
THE LOCATION OF ALL EXISTING U UTILITIES IS
HA GENS ON DETERMINE THEME ACT' LOCATION OFEALLaEXXIISTINGRUTILITIES SHOWN
BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE FULLY CONSULTANTS, LLC AND PRIESERVE
BE ANY AND ALL UNDERGROUND UTIL XESTLY LOCATE
CIVIL ENGINEERING do LAND DEVELOPMENT CONSULTANTS I
6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS
phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG
email H.Hagenson®COMCAST.NET
1- 800 -424 -5555
EXPIRES 11/15/16
1ti�
N 6903.8994
E 4714.9363
2 REVISED PER 8/16/13 CITY
1 INITIAL PERMIT SUBMITTAL
NO. REVISION
TS
SURVEYED:
OH
DESIGNED:
HEH
30 13 DMWN. HEH
/1/13 CHECKED:
HEH
DATE APPR —
HEH
1 " =30'
ONE WCH
Al FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICM: NAVD 1968
HORIZONTAL: WD 1983/1991
DATUM
R�% CITY OF
RENTON
Planning /Building /Public Works Dept.
D- 311104
CHECKED FOR COMPLIANCE TO CITY STANDARDS
SITE CONTROL PLAN
LAKESIDE FAIRWOOD PLAT
18621 - 116TH AVE SE
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
5/1/13
EMEREE
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6. CONSTRUCT TYPE 3C HANDICAP RAMP PER STD PLAN F012.2
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4508 SF DEDICATED AS
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7. CONSTRUCT MAILBOX PER STD PLAN H027
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NOTE
THE LOCATION OF ALL EXISTING HA GENS ON DETERMINE THEME ACT LOCATION UOFEALL EXISTING RUTILITI S SHOWN
BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE ILLY CONSULTANTS, LL C AND PRESERVE SERVE RESPONSIBLE
ANY N AND ALL UNDERGROUND UTILITIES.
�Y LOCATE
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS /
6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS
phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG
email H.Hagenson000MCAST.NET
1- 800 -424 -5555
4
�SS"ONAL
EXPIRES 11/15/16
3,•T Al--
1 +87.39 R - 20 WIDTH, 20 RADIUS - SEE PLAN
2 +49.637 R
2 +58.24 L
2 +79.67 R
2 +88.24 L
CONSTRUCTION NOTES
10 CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5
20 CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS.
30. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION.
CONSTRUCT 16' WIDE CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STANDARD PLAN F004.5
rt
6- CRUSHED 5URFACNG 11UP WUMt
TYPICAL CROSS SECTION
NOT TO SCALE S E 18 6TH PL
D- 311105
SURVE SCALE: VEiiTrAL: NAw 1968
„ , HORIZONTAL: NAD 1963/1991 ► CITY 0 1—
4 REVISED FOR 8 PLANTER HEH 3/19/1 DESIGNED, 1 =20 tR
3 ADDED SIGN AT STA 3 +27 HEH /5/1 HEH R ENTON
2 REVISED PER CITY 8/16/13 COMMENTS HEH T/3-071 3 HEH
ONE INCH DATUM
1 INITIAL PERMIT SUBMITTAL HEH 1 13 CHECx HEH AT I'LL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH
NO. REVISION BY DATE APPR I — SCALE ACCORDINGLY
HEH
3•�
CONCRETE CURB AND GUTTER
PER SID PLAN F -001
CHECK FOR COMPLIANCE TO CITY STANDARDS
(oli
SE 186TH PLAN & PROFILE
LAKESIDE FAIRWOOD PLAT
18621 - 116TH AVE SE
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
5/1/13
PAGE:
C5
SHEET, Of-
5 13
NNNNAIA
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485
PVIC = 497.06
°°
480
500
3 +00
NOTE
THE LOCATION OF ALL EXISTING HA GENS ON DETERMINE THEME ACT LOCATION UOFEALL EXISTING RUTILITI S SHOWN
BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE ILLY CONSULTANTS, LL C AND PRESERVE SERVE RESPONSIBLE
ANY N AND ALL UNDERGROUND UTILITIES.
�Y LOCATE
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS /
6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS
phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG
email H.Hagenson000MCAST.NET
1- 800 -424 -5555
4
�SS"ONAL
EXPIRES 11/15/16
3,•T Al--
1 +87.39 R - 20 WIDTH, 20 RADIUS - SEE PLAN
2 +49.637 R
2 +58.24 L
2 +79.67 R
2 +88.24 L
CONSTRUCTION NOTES
10 CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5
20 CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS.
30. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION.
CONSTRUCT 16' WIDE CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STANDARD PLAN F004.5
rt
6- CRUSHED 5URFACNG 11UP WUMt
TYPICAL CROSS SECTION
NOT TO SCALE S E 18 6TH PL
D- 311105
SURVE SCALE: VEiiTrAL: NAw 1968
„ , HORIZONTAL: NAD 1963/1991 ► CITY 0 1—
4 REVISED FOR 8 PLANTER HEH 3/19/1 DESIGNED, 1 =20 tR
3 ADDED SIGN AT STA 3 +27 HEH /5/1 HEH R ENTON
2 REVISED PER CITY 8/16/13 COMMENTS HEH T/3-071 3 HEH
ONE INCH DATUM
1 INITIAL PERMIT SUBMITTAL HEH 1 13 CHECx HEH AT I'LL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH
NO. REVISION BY DATE APPR I — SCALE ACCORDINGLY
HEH
3•�
CONCRETE CURB AND GUTTER
PER SID PLAN F -001
CHECK FOR COMPLIANCE TO CITY STANDARDS
(oli
SE 186TH PLAN & PROFILE
LAKESIDE FAIRWOOD PLAT
18621 - 116TH AVE SE
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
5/1/13
PAGE:
C5
SHEET, Of-
5 13
NNNNAIA
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VERT- 1"= 5'
NOTE
THE LOCATION OF ALL EXISTING HA GENS ON DETERMINE THEME ACT LOCATION UOFEALL EXISTING RUTILITI S SHOWN
BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE ILLY CONSULTANTS, LL C AND PRESERVE SERVE RESPONSIBLE
ANY N AND ALL UNDERGROUND UTILITIES.
�Y LOCATE
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS /
6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS
phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG
email H.Hagenson000MCAST.NET
1- 800 -424 -5555
4
�SS"ONAL
EXPIRES 11/15/16
3,•T Al--
1 +87.39 R - 20 WIDTH, 20 RADIUS - SEE PLAN
2 +49.637 R
2 +58.24 L
2 +79.67 R
2 +88.24 L
CONSTRUCTION NOTES
10 CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5
20 CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS.
30. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION.
CONSTRUCT 16' WIDE CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STANDARD PLAN F004.5
rt
6- CRUSHED 5URFACNG 11UP WUMt
TYPICAL CROSS SECTION
NOT TO SCALE S E 18 6TH PL
D- 311105
SURVE SCALE: VEiiTrAL: NAw 1968
„ , HORIZONTAL: NAD 1963/1991 ► CITY 0 1—
4 REVISED FOR 8 PLANTER HEH 3/19/1 DESIGNED, 1 =20 tR
3 ADDED SIGN AT STA 3 +27 HEH /5/1 HEH R ENTON
2 REVISED PER CITY 8/16/13 COMMENTS HEH T/3-071 3 HEH
ONE INCH DATUM
1 INITIAL PERMIT SUBMITTAL HEH 1 13 CHECx HEH AT I'LL SCALE Planning /Building /Public Works Dept. IF NOT ONE INCH
NO. REVISION BY DATE APPR I — SCALE ACCORDINGLY
HEH
3•�
CONCRETE CURB AND GUTTER
PER SID PLAN F -001
CHECK FOR COMPLIANCE TO CITY STANDARDS
(oli
SE 186TH PLAN & PROFILE
LAKESIDE FAIRWOOD PLAT
18621 - 116TH AVE SE
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
5/1/13
PAGE:
C5
SHEET, Of-
5 13
NNNNAIA
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0 10 20 40
( IN FEET )
1 inch = 20 ft.
6o
NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. ...................
CONSTRUCTION NOTES
1O. CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5
VERTICAL DATUM
2O CONSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS.
NAVD 88
BENCHMARK 3O. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION.
TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32
ELEV. = 514.98 FT
(WCCS POINT ID NO. 3831)
UJ
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NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN
IN AN
HA GENS ON DETERMINER THEME ACTT LOCATION OF ALaEXISTINGRUTILITIES
BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE FULLY FOR ANY AND ILL DAMAGES
CONSULTANTS, LL C AND PRIESERVE BE OCCASIONED BY HIS FAILURE TO EXAC
ANY AND ND ALL UNDERGROUND UTILITIES.TLY LOCATE
CIVIL ENGINEERING do LAND DEVELOPMENT CONSULTANTS /
6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS
phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG
email H.Hagenson000MCAST.NET
1- 800 -424 -5555
SS/ONAL ECG �\v�\
EXPIRES 11/15/16
500
495
05 2.0' MIN FOR TRUNCATED
DOME SECTION PVMT. TEXTURE
Q, �$ 0
�PR\�ER - \O X10
CEMENT CONCRETE 6 MATCH EXISTING OR
SIDEWALK AND RAMP MIN. PROPOSED SURFACE
12 ASPHALT
SHOULDER ONCRETE
SECTION A —A
490 NOTES
1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS.
2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS.
3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SECS. 3.07 AND 4.01.
PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT. /FT.
4. SEE FIG. 3 -001 FOR CURB AND SIDEWALK JOINTS.
05 RAMP SHALL BE TEXTURED USING TRUNCATED DOME PATTERN. (SEE FIG. 3 -011.)
DETECTABLE WEARING PATTERN SHALL BE YELLOW IN COMPLIANCE WITH
WSDOT STANDARD SPECIFICATIONS 8- 14.3(3)
6. THIS DETAIL APPLIES To ROLLED AND VERTICAL CURB ROADWAYS.
2007 KCRS FIG 3 -014
CONCRETE SIDEWALK TO ASPHALT
SHOULDER TRANSITION
SURVEYED: SCALE
vE1T1tcAI: NAw tees
6- GRUSHID SURFACING TOP GUURSt
TYPICAL CROSS SECTION
NOT TO SCALE 116TH AVE SE
AND CURB RETURN
I -- RAMP CENTERLINE
1
CEMENT CONCRETE
PEDESTRIAN CURB
RAMP �
3/8" EXPANSION
JOINT (TYP.)
(SEE STD. PLAN F -3)
.41
J�. Jie
Jig
DETECTABLE WARNING
PATTERN (SEE DETAIL)
SIDEWALK
NOTES:
5'-C" MIN.
SIDEWALK
v1Y
Jig /
oQ
BUFFER STRIP
(TYP.)
SEE CONTRACT FOR
CURB RETURN RADIUS
CEMENT CONCRETE
� PEDESTRIAN CURB
B
CROSSWALK (TYP.)
(SEE STD. PLAN H -5c)
1. Avoid placing drainage structures, junction boxes or
other obstructions in front of ramp access areas.
2. Detectable warning patterns may be created by any
method that will achieve the truncated dome dimensions
and spacing shown. The detectable warning pattern area
shall be yellow, in compliance with Std. Spec. 8- 14.3(3)
3. Curb and gutter shown, see the Contract Plans for the
curb design specified. See Std. Plan F -1 for curb details.
4. See Std. Plan F -3 for sidewalk joint placement and
details.
5. Ramp slopes shall not be steeper than 12H:1V
D- 311106
4 REVISED FOR 8 Uri HORRORAL• HAD 1e�s/,ee1 CITY 0 F
PLANTERS HEH 3/19/1 �,Im. 1 "=20' tR
3 ADDED DETAIL HEH 2/5/14 HEH R ENTON
2 REVISED PER 8/16/13 CITY COMMENTS HEH 30 13 HEH
ONE INCH DATUM
1 INITIAL PERMIT SUBMITTAL HEH 1 13 CHECx HEH AT FULL SCALE Planning /Building /Public Works Dept.
IF NOT Off MCH
BY DATE APPR A DNGLY NO. REVISION SCALE
ISOMETRIC VIEW
SIDEWALK RAMP
TYPES 3A, 3B, 3C, & 3D
Sheet I of o
ADOPTED
CITY OF RENTON
STANDARD PLANS
LST DATE: 04/04
DWG. NAME: F012 SP PAGE: F012
116TH SE PLAN & PROFILE
LAKESIDE FAIRWOOD PLAT
18621 - 116TH AVE SE
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
DACE:
5/1/13
FEIDBOOK:
PAGE:
C6
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6 13
- NNNNAA
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CONSTRUCTION NOTES
W TYPE II CB W/ BIRDCAGE I
TE 487.52
GENERAL NOTES:
cf mly mi I AP /nAkA CB #5 IE...485.02:: EFERENCE DRAINAGE NOTES ON SHEET C8
3 +00
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475
2 +00
PROFILE - SE 186 PLACE
1 +00
0 +00
SCALE: HORIZ.• 1"= 20' VERT• I"=
5'
NOTE
THE LOCA11ON OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN
IN AN HAGENSION DETERMINE APPROXIMATE
EXACT LOCATION OF ALL EXXIISTINGRUTILITIES
BEFORE COMMENCING WORK. CONTRACTOR AGREES DAMAGES
CONSULTANTS, LLC AND PRESERVE RESPONSIBLE
ALLBUNDERGROUND LUTILE ES.
LOCATE
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS /
6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS
phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG
emai H.Hagenson000MCAST.NET
1- 800 -424 -5555
SS'ONAL
EXPIRES 11/15/16
20
ORIFICE #3
DRILLED INTO RISER
DIA.= 7/8 IN. -
IE= 486.05
ORIFICE #2
WITH 4" ELBOW
DIA.= 1 IN.
IE= 485.75 k
L
OUTLET PIPE —
IE= 481.7 (12 ")
RESTRICTOR PLATE W/ —
ORIFICE #1
DIA.= 1/2 IN.
STANDARD GALVANIZED
STEEL OR ALUMINUM
LADDER /STEPS. SEE PLAN
VIEW FOR ACTUAL LOCAT.
1. R
2. ALL DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM MAIN ON SITE. PLACE CLEAN
OUTS AT UPSTREAM END OF EACH CONNECTION.
3. ALL TREES ARE TO BE PROTECTED DURING CONSTRUCTION. GRADING SHOULD BE
COORDINATED NOT TO EFFECT THE TREES TO REMAIN. SEE DEMO PLANS------- _-3
4. PATCH ROADWAY PER COR TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT.
5. SEE SHEET C -5 FOR STORM DRAIN PROFILE
5. ESTIMATED CUT VOLUME: 1200 C.Y.
ESTIMATED FILL VOLUME: 1500 C.Y.
STORM DRAINAGENOTES
O PROVIDE AND INSTALL TYPE 1 CATCH BASIN PER CITY OF RENTON STANDARD PLAN 200. (TYPICAL)
O PROVIDE AND INSTALL PVC OR CPEP STORM PIPE PER CITY OF RENTON STANDARD PLAN 220. (TYPICAL)SEE PROFILE FOR
INVERT AND SLOPE INFORMATION.
O PROVIDE AND INSTALL ROOF DRAIN. CONNECT DIRECTLY TO CATCH BASINS.
O4 WET DETENTION POND SHALL BE POST CONSTRUCTION AS— BUILT.
VERTICAL DATUM
GRAPHIC SCALE NAVD 88
0 10 20 40 80
BENCHMARK
( IN FEET) TOP OF FOUND CONCRETE MONUMENT AT THE S.E.
1 inch = 20 ft. CORNER OF SECTION 32
ELEV. = 514.98 FT
(WCCS POINT ID NO. 3831)
TEN— PERCENT OF EACH LOT MUST BE MITIGATED BY FLOW CONTROL BMPS PER 2005 KING
COUNTY SURFACE WATER MANUAL, SECTION 1.2.3.3 AND 5.2.1.4. THESE FACILITIES MAY
INCLUDE, BUT NOT BE LIMITED TO SUCH FACILITIES AS DISPERSION, INFILTRATION, RAIN
GARDEN, PERMEABLE PAVEMENT, GRASSED MODULAR GRID PAVEMENT AND OPEN GRID
DECKING OVER PERVIOUS AREA. DESIGN AND CONSTRUCTION OF THESE BMPS IS DEFERED
TO THE INDIVIDUAL BUILDING CONSTRUCTION PERMIT PHASE.
10 % OF EACH LOT IS AS ITEMIZED BELOW:
LOT NUMBER TOTAL LOT AREA (SF) 10% OF LOT FOR BMP (SF)
1 4678
468
2 4508
451
3 4514
452
4 4516
452
5 4534
454
6 4513
452
7 4512
452
8 4509
451
z
in
z
N
z
N
SECTION VIEW
D=371707
ROUND SOLID COVER MARKED "DRAIN" WITH NOTE:
LOCKING BOLTS UNLESS OTHERWISE APPROVED
BY ENGINEER 1.THE STORMWATER DETENTION POND WILL BE USED
RIM= 490 DURING THE SITE UTILITY AND ROADWAY CONSTRUCTION AS
ESCP FACILITY. POND TO BE PUMPED AND SEDIMENT
CONTROL ROD FOR CLEANOUT/ DRAIN, LADEN WATER TO BE DISPOSED OF OFF SITE AT AN
ROD BENT AS REQUIRED FOR VERTICAL
ALIGNMENT W /COVER APPROVED TREATMENT FACILITY
o MAX. W.S. FL= 487.4
- INLET PIPE, IE= 138.22 (36 "DIAM)
CLEANOUT GATE:
A. SHEAR GATE, IRON BODY
BRONZE MTD. OLYMPIC FDY. STD. OR,
B. LIFT GATE, NO. C /C /1 -LG, CASCADE
CULVERT INC., OR
C. OTHER DEVICE APPROVED BY
ENGINEER.
NOTE:
REFER TO PLAN VIEW FOR ACTUAL
HORIZONTAL LOCATION OF
COMPONENTS
CB #1 - CONTROL STRUCTURE
C7 SCALE: N.T.S.
5 MOVED POND FENCE & ADDED CLAY DAM HEH 0/31/14 S,R&NED: SCAM' VEFifICAL NAVD ,966
OH
HOFMOWA� W 1,,03/1991 CITY 0 F
4 REVISED PER CITY COMMENTS HEH 3/7/14 �,,m. 1 =20 tR 3 ADDED POND SIGN HEH /31 /1 HEH 2 REVISED PER 8/16/13 CITY COMMENTS HEH 30 13 HEH RENTON
1 INITIAL PERMIT SUBMITTAL HEH 1 13 a1ECXEO °NE" DATUM
HEH AT NLL SGLE Planning /Building /Public Works Dept.
IF WT OW wc11
NO. REVISION BY DATE APPR APPROVM SC&E ACCORDWXY
HEH
CONTROL MANHOLE
PLAN VIEW
1"=10'
CHECKED FOR COMPLIA CE TO CITY STANDARDS
GRADING PLAN
LAKESIDE FAIRWOOD PLAT
18621 - 116TH AVE SE
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
IA_
5/1/13
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HA GENS ON DETERMINE RTHEME ACTT LOCATION OF ALL EXXIISTINGRUTILITIES
BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE ILLY RESPONSIBLE FIR ANY AND ALL DAMAGES
BE CON SULTANTS, LLC AND PRI SERVE ANY AND ELLBUNDERGROU DE UTILITIES.TLY LOCATE
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS I
6484--40TH AVE sw seatbe WA 68126 CALL 48 HOURS
phone gas 938 -6168 fax 206.938 -2646 BEFORE YOU DIG
emai H.Ho9en9anWOMCAST.NET
1- 800 -424 -5555
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ill' I D
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NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN
IN AN
HA GENS ON DETERMINE RTHEME ACTT LOCATION OF ALL EXXIISTINGRUTILITIES
BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE ILLY RESPONSIBLE FIR ANY AND ALL DAMAGES
BE CON SULTANTS, LLC AND PRI SERVE ANY AND ELLBUNDERGROU DE UTILITIES.TLY LOCATE
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS I
6484--40TH AVE sw seatbe WA 68126 CALL 48 HOURS
phone gas 938 -6168 fax 206.938 -2646 BEFORE YOU DIG
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1- 800 -424 -5555
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ill' I D
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OT DATE: ; .
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN
IN AN
HA GENS ON DETERMINE RTHEME ACTT LOCATION OF ALL EXXIISTINGRUTILITIES
BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE ILLY RESPONSIBLE FIR ANY AND ALL DAMAGES
BE CON SULTANTS, LLC AND PRI SERVE ANY AND ELLBUNDERGROU DE UTILITIES.TLY LOCATE
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS I
6484--40TH AVE sw seatbe WA 68126 CALL 48 HOURS
phone gas 938 -6168 fax 206.938 -2646 BEFORE YOU DIG
emai H.Ho9en9anWOMCAST.NET
1- 800 -424 -5555
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Size: 48 inches by 24 inches
Material: 0.1251auge akrmixxr
Face: Non- rellectIve v" or 3 coals otrldoor enamel (spayed).
Laberktg: Silk screen enamel where possible. or vinyl letters.
Clore: Salta Wckground. teat letters.
Type face: Hetvatice condensed. Title: 3 inch; Sub- Title: l - inch; Teld: t inch; Outer border:
B inch border distance from edge: i - inch; all text t 3 - inch from border_
Posts: Pressure treated, beveled fops. } - inch higher than sign
Installation: Secure to drain Ink forma d available. Obrenviea install two 4'x4' posts, pressure
treated, mounted stop a gravel bed, installed in 304neh concrete filed post holes (84koh
minimum dameter). wktl the top so no higher than 42 how Sam ground sur ace.
Plemameft Fete sign in direction of primary visual or physical access. Do not block any access road.
Do not place widnin 8 teat of structure! facilities (a g. manholes, spdhvaye, pipe i lefa).
Nate: ff the factfity has a tidal to reshict IntNfrat/on of smrmwaw,, the following now must be added to
the face of the sign: ?his facft is tined to poled gouidwelerquaRy.' In addition. specfic
lnfwmation about floe finer must be added to the bed* of the sign as specified in Section 8.24.
tics Mint — xx
ui- ={ 11 Ii, :it'd' PERMANETSORFAC61t1rATER CONTROL P014D SIGN , UIRI. t :7 20ty
-C
v�F �"/ONAL
EXPIRES 11/15/16
. .... .., P .;
t
CJ`1M N "T CON-CRETE 1,`R.V tWY V::V'N 1 \C :
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tLStDqHC fl iS:
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FUTURE
THRU-
STREET_
COLORS
LEGEND - BLACK (NON- REFL.)
BACKGROUND - WHITE (REFL.)
APPROVED BY:
3 1 /2"
4"
2 1/2"
4"
2 1/2"
4"
3 1/2"
R8 -7 (MODIFIED) - FUTURE THRU STREET DATE: 11/17104
SHEET: 1.0
^... °
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r
CTikiENT CONCRE'n SIDEWALK
SPIFFT 20:
a Oi Tr -D
D -31 1 108
II sURVEfM: SCAtE
OH vFm1aL NAVO 83/1 CITY O F
4 REVISED PER CITY COMMENTS HEH 3/19T1 �r� 1 " =20' H0f�0Hf" "A°' /'�' is
3 REVISED & ADDED POND SIGN HEH HEH r�-
/31/1 � RENTON
2 REVISED PER 8/16/13 CITY COMMENTS HEH 30 13 HEH
1 INITIAL PERMIT SUBMITTAL HEH 5/1/13 CHECxEO °NE" DATUM
HEH AT FULL sriVE Planning /Building /Public Works Dept.
IF Hat ONE elcH
NO. REVISION BY DATE APF I — S"`E "`CORD"mlT
HEH
CHECK FOR COMPLIANCE TO C TY STANDARDS
DIM
ROAD & STORM DETAILS 5/1/13
LAKESIDE FAIRWOOD PLAT °°"
NMI
18621 - 116TH AVE SE DPANW Nd:
RENTON, WASHINGTON C8
LAKESIDE INVESTMENTS, LLC`° s °13
PI- NNNNPIA
........................
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Face: Non- rellectIve v" or 3 coals otrldoor enamel (spayed).
Laberktg: Silk screen enamel where possible. or vinyl letters.
Clore: Salta Wckground. teat letters.
Type face: Hetvatice condensed. Title: 3 inch; Sub- Title: l - inch; Teld: t inch; Outer border:
B inch border distance from edge: i - inch; all text t 3 - inch from border_
Posts: Pressure treated, beveled fops. } - inch higher than sign
Installation: Secure to drain Ink forma d available. Obrenviea install two 4'x4' posts, pressure
treated, mounted stop a gravel bed, installed in 304neh concrete filed post holes (84koh
minimum dameter). wktl the top so no higher than 42 how Sam ground sur ace.
Plemameft Fete sign in direction of primary visual or physical access. Do not block any access road.
Do not place widnin 8 teat of structure! facilities (a g. manholes, spdhvaye, pipe i lefa).
Nate: ff the factfity has a tidal to reshict IntNfrat/on of smrmwaw,, the following now must be added to
the face of the sign: ?his facft is tined to poled gouidwelerquaRy.' In addition. specfic
lnfwmation about floe finer must be added to the bed* of the sign as specified in Section 8.24.
tics Mint — xx
ui- ={ 11 Ii, :it'd' PERMANETSORFAC61t1rATER CONTROL P014D SIGN , UIRI. t :7 20ty
-C
v�F �"/ONAL
EXPIRES 11/15/16
. .... .., P .;
t
CJ`1M N "T CON-CRETE 1,`R.V tWY V::V'N 1 \C :
TY'1'f' 1, 3. a
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My OP RENTWON
tLStDqHC fl iS:
IS-
N
30"
FUTURE
THRU-
STREET_
COLORS
LEGEND - BLACK (NON- REFL.)
BACKGROUND - WHITE (REFL.)
APPROVED BY:
3 1 /2"
4"
2 1/2"
4"
2 1/2"
4"
3 1/2"
R8 -7 (MODIFIED) - FUTURE THRU STREET DATE: 11/17104
SHEET: 1.0
^... °
:. r .......r -. .. .. .+.i+. ...
r
CTikiENT CONCRE'n SIDEWALK
SPIFFT 20:
a Oi Tr -D
D -31 1 108
II sURVEfM: SCAtE
OH vFm1aL NAVO 83/1 CITY O F
4 REVISED PER CITY COMMENTS HEH 3/19T1 �r� 1 " =20' H0f�0Hf" "A°' /'�' is
3 REVISED & ADDED POND SIGN HEH HEH r�-
/31/1 � RENTON
2 REVISED PER 8/16/13 CITY COMMENTS HEH 30 13 HEH
1 INITIAL PERMIT SUBMITTAL HEH 5/1/13 CHECxEO °NE" DATUM
HEH AT FULL sriVE Planning /Building /Public Works Dept.
IF Hat ONE elcH
NO. REVISION BY DATE APF I — S"`E "`CORD"mlT
HEH
CHECK FOR COMPLIANCE TO C TY STANDARDS
DIM
ROAD & STORM DETAILS 5/1/13
LAKESIDE FAIRWOOD PLAT °°"
NMI
18621 - 116TH AVE SE DPANW Nd:
RENTON, WASHINGTON C8
LAKESIDE INVESTMENTS, LLC`° s °13
PI- NNNNPIA
........................
ao_
0
I
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W I
6' GREEN VINYL COATED
CHAIN LINK FENCE
NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M.
L
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
VERTICAL DATUM
NAVD 88
BENCHMARK
TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32
ELEV. = 514.98 FT
(WCCS POINT ID NO. 3831)
Bo
PLANTING SCHEDULE
CARPINUS BETULUS (FASTIGATE EUROPEAN HORNBEAM)
10' HT. 30' -35' O.C. (STREET TREES)
PSEUDOTSUGA MENDESII/ DOUGLAS FIR, 6 HEIGHT, B&B, FULL & BUSHY TO BASE, SINGLE
STRAIGHT LEADER, 12' O.C.
MAGNOLIA PER - SPACING (LITTLE GEM MAGNOLIA)
1.5' CALIPER- SPACING AS INDICATED ON PLAN
(YARD TREES )
PRIM LAUROCERASUS 'OTTO LUYKEN' /OTTO LUYKEN
LAUREL 24' HEIGHT, B&B, WELL ROOTED, FULL & BUSHY, N MAX O.C.
CD - COTONEASIER DAMMERI 'CORAL BEAUTY/ BEARBERRY COTONEASIER, 4' POTS, Wm ROOTED.
24" O.C. TRIANGULAR SPACING, FULL & HEALTHY PLANTS, MIN. (3) r -4' RUNNIn
FIRST ROW MAX. 1f FROM EDGE OF BED.
POND SIDEWALLS HYDROSEED
®ELYMUS GLAUCUS 47%
FESTUCA RUBRA 40%
DESCHAMPSIA CAESPITOSA 12X
TREE
j1 CHAINLOCK, LOCK
& STAPLE TO STAKE
(2) 2x2 FIR STAKES
DRIVEN TO REFUSAL
SET PLUMB & INUNE
2" LAYER BARK MULCH
2' DISHED EDGE
PULL BACK BURLAP
AND REMOVE WIRE
BASKET
T; 50/50 TOPSOIL/
NATIVE SOIL MIX
PLANT PIT TVACE
DIAM. OF ROOTBALL
TREE STAKING DETAIL
N.T.S.
I
STREET TREE LOCA11ONS
2" GROUND MEDIUM SIZE BARK (AT 3.0' DIAMETER TREE BASE)
4" PA - - - PACIFIC TOPSOILS, INC. NC I "SUPREME MIX"
2" PACIFIC TOPSOILS, INC. "PACIFIC GARDEN MULCH"
LANDSCAPE NOTES:
1. ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN NURSERYMEN'S ASSOCIATION FOR THE AMERICAN STANDARD FOR NURSERY STOCK.
2. ALL DEFECTIVE, DISEASED OR DEAD PLANT MATERIAL SHALL BE REPLACED WITHIN 3 MONTHS OR DURING THE NEXT PLANTING SEASON IF THE LOSS DOES NOT OCCUR IN A PLANTING SEASON. PLANTS HAVE A 1 YEAR WARRANTY FROM THE DATE OF PROJECT SUBSTNATIL TREE SUMMARY LAWN ZONES
COMPLETION. TREES SPECIFICALLY INDICATED TO BE SAVED FOR WILDLIFE ARE EXEMPT FROM THIS CONDITION. 4" PACIFIC TOPSOILS, INC. "SUPREME MIX"
3. THE LANDSCAPE CONTRACTOR SHALL FIELD LOCATE ALL UTILITY LINES PRIOR TO COMMENCEMENT OF WORK. THE USE OF ON -SITE TUILITY PLANS AS A PART OF THIS CONTRACT IS AVAILABLE FOR REVIEW. TOTAL PROJECT TREES: 39
4. THE PLANTS SHALL BE HAILED AND BURLAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS DEEMED TO BE ROOT - BOUND. ALL PLASTIC ROOT WRAPPING MATERIAL SHAL BE REMOVED. NO BARE -ROOT STOCK WILL BE 4" PACIFIC TOPSOILS, INC. "PACIFIC GARDEN MULCH"
ACCEPTED. EXCLUDED TREES IN ROW: 18
5. ALL PLANTS SHALL ORIGINATE FROM ESTABLISHED NURSERIES WITHIN A 200 MILE RADIUS OF THE PROJECT SITE. IF SPECIFIED NURSERY STOCK IS NOT AVAILABLE IN SIZE OR QUANTITY, PLANTS MAY BE SECURED FROM OUTSIDE THE REGION IF SUBMITTED FOR REVIEW AND TOTAL TREES (ONSITE): 21
APPROVAL TREES THAT MUST BE RETAINED STREETSCAPE PLANTING STRIP
6. ALL PLANTS SHALL MEET THE MINIMUM SIZE INDICATED ON THE PLAN. ONE PLANT FROM EACH GROUPING SHALL BE LABELED, INDICATING THE PLANT NAME AND SIZE. TAGS SHALL BE REMOVED AFTER THE REVIEW.
0.3X21= 6.3
7. ALL PLANTS SHALL BE SPRAYED WITH AN ANTI- DESICCANT WITHIN THE FIRST 24 HOURS AFTER INSTALLATION AND AT THE BEGINNING OF THEIR FIRST WINTER.
TREES TO BE RETAINED: 12
8. ALL PLANTS SHALL BE INSTALLED PER THE PLANTING DETAILS. ALTERNATE TREE STAKING METHODS MAY BE PROPOSED FOR REVIEW AND APPROVAL
6' MAPLE
9. STOCKPILE PLANT MATERIAL UP DELIVERY TO THE SITE INA A SHADY LOCATION, EMBEEDED IN SAWDUST, BARK OR MUL. STOCKPILE PLANTS NEAR A WATER SOURCE AND WATER AT LEAST ONCE A DAY TO MAINTAIN HEALTHY PLANT STOCK.
TREES TO BE REMOVED ONSITE: 9
10. A PRE- EMERGENT HERBIDICDE SHALL BE APPLIED TO ALL PLANTING BEDS. HERBICIDE SHALL BE SURFLAN A.S. TANK -MIXED WITH ROUNDUP AT A RATE OF 4 QUARTS PER ACRE. ADHERE TO ALL PRODUCT MANUFACTER'S DIRECTIONS AND RECOMMMENDATIOINS. ADHERE
( +18 IN FUTURE STREETS)
TO ALL LOCAL AND NATIONAL ENVIRONMENTAL REGULATIONS. DO NOT APPLY WHEN THE WIND SPEED EXCEEDS 5 M.P.H.
r POPLAR
11. AN INSECTICIDE AND FUNGICIDE APPLICATION SHALL BE PERFORMED WITH THE TYPE TO BE SELECTED BY THE LANDSCAPE CONTRACTOR AND SUBMITTED IN WRITING FOR REVIEW AND APPROVAL
10' POPLAR
12. ALL PLANTING BEDS SHALL HAVE A 2' DEEP LAYER OF MEDIUM SIZED DECORATIVE FIR OR REDWOOD BARK MULCH. BARK SHALL BE GROUND NOT SHREDDED. RAKE PLANTING BEDS SMOOTH PRIOR TO COMPLETION.
LEGEND
13. INSTALL ALL PLANT MATERIAL DURING FAVORABLE WEATHER AND WITHIN SEASONAL PLANTING LIMITATIONS. DO NOT INSTALL PLANTS WHEN THE DAILY HIGH TEMPERATURE EXCEEDS 80 DEGREES OR LOW TEMPERATURES FALL BELOW 32 DEGREES. FLOWRING FRUIT TREES
14' POPLAR
MAY HAVE TO BE DUG AFTER 3 CONSECUTIVE NIGHTS OF TEMPERATURES LOWER THAN 45 DEGREES IN THE FALL OR AS DETERMINED BY THE LOCAL NURSERY.
10" POPLAR
14. APPLY FERTILIZER TABLES AS INDICATED IN THE FOLLOWING TABLE;
30'Fr
1.5' -2.5' CALIPER DECIDOUS TREE = 6 TABLETS
EXISTING TREES
5.0' -6.0' EVERGREEN TREE = 5 TABLETS
6' PINE
TABLETS SHALL BE 21 GRAMS. PLACE EVENLY THROUGHOUT PLANTING PIT. FERTILIZER TABLES SHALL BE "BEST TABS ", 20 -10 -5, CONTROLLED RELEASE FERTILIZERS, SUPPLIED BY D.F. MAKRS, INC. 1 -800- 787 -3802. FERTILIZER PACKETS MAY ALSO BE USED IF SUBMITTED
O
FOR REVIEW AND APPROVAL
TREES TO BE SAVED
15. ADD WATER ABSORBING SOIL POLYMERS AS MANUFACTURED BY "SOIL MOIST, INC" OR APPROVED EQUAL TO ALL NON- IRRIGATED PLANTING AREAS.
r POPLAR
16. LANDSCAPING SHALL BE INSTALLED PRIOR TO RECORDING OF FINAL PLAT. IN THE EVENT THE TIME LIMIT FOR COMPIANCE IS EXTENDED BY THE DIRECTOR TO ALLOW FOR INSTALLATION OF THE LANDSCAPING DURING THE NEXT APPROPRIATE PLANTING SEASON, APPROPRIATE
SECURITY SHALL BE REQUIRED TO INSURE COMPLIANCE.
TREES TO BE REMOVED X
17. THE OWNER IS RESPONSIBLE FOR THE CONTRACTUAL OBLIGATIONS OF THE CONTRACTOR TO PROVIDE A 2 YEAR TEMPORARY IRRIGATION SYSTEM OR METHOD WATERING TO SUSTAIN PLANTS UNTIL ESTABLISHED.
14' POPLAR
18. ALL LANDSCAPING AND SIGNIFICANT TREES SHALL BE MAINTAINED FOR THE LIFE OF THE PROJECT.
PROPOSED CONTOUR
19. ALL LANDSCAPE MATERIALS AND SIGNIFICANT TREES SHALL BE PRUNED OR TRIMMED AS NECESSARY TO MAINTAIN A HEALTHY GROWING CONDITION OR TO PREVENT PRIMARY LIMB FAILURE.
334
20. ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, CONSTRUCTION DEBRIS AND OTHER DELETERIIOUS MATERIAL.
8' POPLAR
21. PERFORMANCE BONDS OR OTHER APPROPRIATE SECURITY (INCLUDING LETTERS OF CREIDT AND SET ASIDE LETTERS) SHALL BE REQUIRED NAMING THE CITY OF RENTON AS BENEFACTOR FOR A PERIOD OF 2 YEARS AFTER THE PLANTING OR TRANSPLANTING OF VEGETATION
EXISTING CONTOUR
TO INSURE PROPER INSTALLATION, ESTABLISHMENT AND MAINTENANCE.
16' POPLAR
NOTE
IT POPLAR
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN
if MAPLE
IN AN
HA GENS ON
8' MAPLE
DETERMINER THEME ACTT LOCATION OF ALL ETXIISTINGRUTILITIES O E• H,4
6' PINE
BEFORE COMMENCING WORK. CONTRACTOR AGREES
of wASy��0
11' MAPLE
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ���
5 REVISED LANDSCAPE
HEH 3/31/14 SURVEYED.
SCALE:
CONSULTANTS, LLC WHICHMIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE �e o Z
AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. �' 4 REVISED PER CITY COMMENTS
HEH -771-- OH
1
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1 =20
3 REVISED PER 2 24/14 PLANNING COMMENTS
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HEH /3/1 HEH
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�F `'�01 '�k 2 REVISED PER 8/16/13 CITY COMMENTS
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6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS
sS7DNAL ECG 1 INITIAL PERMIT SUBMITTAL
HEH 1 13 CHECK
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phone 206 938 -6168 fax 206.938 -7645 n,\�1\
BEFORE YOU DIG
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email H.Hagenson000MCAST.NET
EXPIRES 11/15/16 NO. REVISION
BY DATE APPR "�R0 HEH
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1 -800- 424 -5555
28' COTTONWOOD
CITY OF
RENTON
Planning /Building /Public Works Dept.
ME
n
THREE 8' MAPLES
12
6' MAPLE
T3
8' MAPLE
T4
r POPLAR
T5
r POPLAR
T6
10' POPLAR
T7
T POPLAR
78
14' POPLAR
79
10" POPLAR
n0
6' PINE
nt
10' POPLAR
T12
6' PINE
T13
It MAPLE
T14
14' POPLAR
T15
r POPLAR
T16
16' POPLAR
T17
14' POPLAR
T18
8' POPLAR
719
10' POPLAR
720
8' POPLAR
721
14' POPLAR
722
16' POPLAR
723
IT POPLAR
724
if MAPLE
T25
8' MAPLE
726
6' PINE
727
11' MAPLE
T28
8' MAPLE
729
6' PINE
730
6' HE
731
6' PINE
732
60' CEDAR
T33
9• MAPLE
T34
9' MAPLE
T35
28' COTTONWOOD
736
11' MAPLE
737
if MAPLE
T38
9' MAPLE
T39
lr MAPLE
T40
2f MAPLE
T41
20' MAPLE
T42
IT COTTONWOOD
T43
TWO 22' COTTONWOODS
T44
24' COTTONWOOD
T45
24' COTTONWOOD
T46
24' COTTONWOOD
PLANT PIT TWICE
ROOTBALL DIAIL
r LAYER BARK
r DISHED EDGE
FOLD BACK TOP
THIRD OF BURLAP
50/30 TOPSOL/
NATIVE SOIL MIX
SHRUB PLANTING DETAIL
N.TS
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EARTHMMM PER CIVIL -s
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CHECK FOR COMPLIANCE TO CITY STANDARDS
LANDSCAPE PLAN
LAKESIDE FAIRWOOD PLAT
18621 - 116TH AVE SE
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
5/1/13
FWIDBOM'
PAGE'
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65.64'
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E PLANTfN15 STRIP
ES FOR PLANTING _
EMENTS TYPICAL 2 +00
0
I
NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M. ...... ..... .
PLANTING SCHEDULE
.. ._ CARPINUS BE ULUS (FASIIGATE EUROPEAN HORNBEAM) .
10' HT. 30' -35' ac. (STREET TREES)
PSEUDOTW" LEA ® / DOULAS IF, 8' HEIGHT, Bae, FULL 3 BUSHY TO BASE. SINGLE
SIRAKLHT LEADER. 12' at
MAGNOLIA GRANDFLORA (LITTLE GEM MAGNOLIA)
1.5' CALIPER- SPAM AS INDICATED ON PLAN .
FG 497.39
(YARD TREES )
FG 497.39 _ EO LAW
PMUNUS 24' IHEIGIT�BOA I L ROOTED. FULL a KIS HT S MAX at
WALK FG 497.89 ' O - COTONEAM DAMM 'CORAL BEAUIr/ BEARBERRY COTON54TER, 4• POTS, Wm ROOTED.
65,08' 0.5' S' To GRAPHIC SCALE CD 2�4- �a';YsPHEALTHY PwHTS rK(�r -4'RU
o
SIDEWALK 20 0 10 zo ao fio
EASM'T I ® POND S HYDROSEED 47X
- - - - FESTUCA RUBRA 40%
DFSCHHAMPSIA CAESPITOSA 127E
LOT 6 ( IN FEET )
45 F I 1 inch = 20 ft.
13 S I _;
L0 TREE T TREE
TYPICAL) VERTICAL DATUM
NAVD 88
DECIDUOUS TREE
_ BENCHMARK
n GUNLOCK. LAKE
I STAPLE To STAKE
TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32 (2) 2N2 FIR STAKES
DRIVEN To REFUSAL
a-
ELEV. = 514.98 FT SET P`LII® & INLIIE
Y (WCCS POINT ID NO. 3831) "`"G' DISHED
50.5
BURLAP
AND RE�MCK M %IRE
c
d I ........._. 50/50 TOPSOIL/
NATIVE SOIL MIX
.. PLANT PIT TWICE
DIAM. OF ROOTBALL
TREE STAKING DETAIL
N.LS
_ 0 +00
+00 - - - -0 +50
0
LANDSCAPE NOTES:
1. ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN NURSERYMEN'S ASSOCIATION FOR THE AMERICAN STANDARD FOR NURSERY STOCK.
2. ALL DEFECTIVE, DISEASED OR DEAD PLANT MATERIAL SHALL BE REPLACED WITHIN 3 MONTHS OR DURING THE NEXT PLANTING SEASON IF THE LOSS DOES NOT OCCUR IN A PLANTING SEASON. PLANTS HAVE A 1 YEAR WARRANTY FROM THE DATE OF PROJECT SUBSTNATIL
COMPLETION. TREES SPECIFICALLY INDICATED TO BE SAVED FOR WILDLIFE ARE EXEMPT FROM THIS CONDITION.
3. THE LANDSCAPE CONTRACTOR SHALL FIELD LOCATE ALL UTILITY LINES PRIOR TO COMMENCEMENT OF WORK. THE USE OF ON -SITE TUILITY PLANS AS A PART OF THIS CONTRACT IS AVAILABLE FOR REVIEW.
4. THE PLANTS SHALL BE HAILED AND BURLAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS DEEMED TO BE ROOT - BOUND. ALL PLASTIC ROOT WRAPPING MATERIAL SHAL BE REMOVED. NO BARE -ROOT STOCK WILL BE
ACCEPTED.
5. ALL PLANTS SHALL ORIGINATE FROM ESTABLISHED NURSERIES WITHIN A 200 MILE RADIUS OF THE PROJECT SITE. IF SPECIFIED NURSERY STOCK IS NOT AVAILABLE IN SIZE OR QUANTITY, PLANTS MAY BE SECURED FROM OUTSIDE THE REGION IF SUBMITTED FOR REVIEW AND
APPROVAL
6. ALL PLANTS SHALL MEET THE MINIMUM SIZE INDICATED ON THE PLAN. ONE PLANT FROM EACH GROUPING SHALL BE LABELED, INDICATING THE PLANT NAME AND SIZE. TAGS SHALL BE REMOVED AFTER THE REVIEW.
7. ALL PLANTS SHALL BE SPRAYED WITH AN ANTI - DESICCANT WITHIN THE FIRST 24 HOURS AFTER INSTALLATION AND AT THE BEGINNING OF THEIR FIRST WINTER.
8. ALL PLANTS SHALL BE INSTALLED PER THE PLANTING DETAILS. ALTERNATE TREE STAKING METHODS MAY BE PROPOSED FOR REVIEW AND APPROVAL.
9. STOCKPILE PLANT MATERIAL UP DELIVERY TO THE SITE INA A SHADY LOCATION, EMBEEDED IN SAWDUST, BARK OR MUL. STOCKPILE PLANTS NEAR A WATER SOURCE AND WATER AT LEAST ONCE A DAY TO MAINTAIN HEALTHY PLANT STOCK.
10. A PRE - EMERGENT HERBIDICDE SHALL BE APPLIED TO ALL PLANTING BEDS. HERBICIDE SHALL BE SURFLAN A.S. TANK -MIXED WITH ROUNDUP AT A RATE OF 4 QUARTS PER ACRE. ADHERE TO ALL PRODUCT MANUFACTER'S DIRECTIONS AND RECOMMMENDATIOINS. ADHERE
TO ALL LOCAL AND NATIONAL ENVIRONMENTAL REGULATIONS. DO NOT APPLY WHEN THE WIND SPEED EXCEEDS 5 M.P.H.
11. AN INSECTICIDE AND FUNGICIDE APPLICATION SHALL BE PERFORMED WITH THE TYPE TO BE SELECTED BY THE LANDSCAPE CONTRACTOR AND SUBMITTED IN WRITING FOR REVIEW AND APPROVAL.
12. ALL PLANTING BEDS SHALL HAVE A 2" DEEP LAYER OF MEDIUM SIZED DECORATIVE FIR OR REDWOOD BARK MULCH. BARK SHALL BE GROUND NOT SHREDDED. RAKE PLANTING BEDS SMOOTH PRIOR TO COMPLETION.
13. INSTALL ALL PLANT MATERIAL DURING FAVORABLE WEATHER AND WITHIN SEASONAL PLANTING LIMITATIONS. DO NOT INSTALL PLANTS WHEN THE DAILY HIGH TEMPERATURE EXCEEDS 80 DEGREES OR LOW TEMPERATURES FALL BELOW 32 DEGREES. FLOWRING FRUIT TREES
MAY HAVE TO BE DUG AFTER 3 CONSECUTIVE NIGHTS OF TEMPERATURES LOWER THAN 45 DEGREES IN THE FALL OR AS DETERMINED BY THE LOCAL NURSERY.
14. APPLY FERTILIZER TABLES AS INDICATED IN THE FOLLOWING TABLE;
1.5' -2.5" CALIPER DECIDOUS TREE = 6 TABLETS
5.0' -6.0' EVERGREEN TREE = 5 TABLETS
TABLETS SHALL BE 21 GRAMS. PLACE EVENLY THROUGHOUT PLANTING PIT. FERTILIZER TABLES SHALL BE "BEST TABS ", 20 -10 -5, CONTROLLED RELEASE FERTILIZERS, SUPPLIED BY D.F. MAKRS, INC. 1- 800 - 787 -3802. FERTILIZER PACKETS MAY ALSO BE USED IF SUBMITTED
FOR REVIEW AND APPROVAL
15. ADD WATER ABSORBING SOIL POLYMERS AS MANUFACTURED BY "SOIL MOIST, INC" OR APPROVED EQUAL TO ALL NON- IRRIGATED PLANTING AREAS.
16. LANDSCAPING SHALL BE INSTALLED PRIOR TO RECORDING OF FINAL PLAT. IN THE EVENT THE TIME LIMIT FOR COMPIANCE IS EXTENDED BY THE DIRECTOR TO ALLOW FOR INSTALLATION OF THE LANDSCAPING DURING THE NEXT APPROPRIATE PLANTING SEASON, APPROPRIATE
SECURITY SHALL BE REQUIRED TO INSURE COMPLIANCE.
17. THE OWNER IS RESPONSIBLE FOR THE CONTRACTUAL OBLIGATIONS OF THE CONTRACTOR TO PROVIDE A 2 YEAR TEMPORARY IRRIGATION SYSTEM OR METHOD WATERING TO SUSTAIN PLANTS UNTIL ESTABLISHED.
18. ALL LANDSCAPING AND SIGNIFICANT TREES SHALL BE MAINTAINED FOR THE LIFE OF THE PROJECT.
19. ALL LANDSCAPE MATERIALS AND SIGNIFICANT TREES SHALL BE PRUNED OR TRIMMED AS NECESSARY TO MAINTAIN A HEALTHY GROWING CONDITION OR TO PREVENT PRIMARY LIMB FAILURE.
20. ALL LANDSCAPE AREAS SHALL BE KEPT FREE OF TRASH, CONSTRUCTION DEBRIS AND OTHER DELETERIIOUS MATERIAL.
21. PERFORMANCE BONDS OR OTHER APPROPRIATE SECURITY (INCLUDING LETTERS OF CREIDT AND SET ASIDE LETTERS) SHALL BE REQUIRED NAMING THE CITY OF RENTON AS BENEFACTOR FOR A PERIOD OF 2 YEARS AFTER THE PLANTING OR TRANSPLANTING OF VEGETATION
TO INSURE PROPER INSTALLATION, ESTABLISHMENT AND MAINTENANCE.
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN
IN AN
HA GENS ON DETERMINER THEME ACTNALO LOCATION OF ALOES TINGRU11UTIES
BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE ILLY CON SULTANTS, LLC AND PRESERVE SERVE OCCASIONED
AND BY HIS DE UTI EXACTLY LOCATE
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS /
6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS
Phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG
email H.Hagenson000MCAST.NET
1- 800 -424 -5555
S"ONAsTL�G��"
EXPIRES 11/15/16
4 REVISED STREET PLANTER WIDTHS
3 REVISED PER 2424/14 PLANNING COMMENTS
2 REVISED PER 8/16/13 CITY COMMENTS
1 INITIAL PERMIT SUBMITTAL
N0. I REVISION
1 " =20'
ONE INCH
AT FULL SCALE
IF NOT ONE NCH
SCALE ACCORDINGLY
STREET TREE LOCATIONS
2" GROUND MEDIUM SIZE BARK (AT 3.0' DIAMETER TREE BASE)
4" PACIFIC TOPSOILS, INC. "SUPREME MIX"
2" PACIFIC TOPSOILS, INC. "PACIFIC GARDEN MULCH"
LAWN ZONES
4" PACIFIC TOPSOILS, INC. "SUPREME MIX"
4" PACIFIC TOPSOILS, INC. "PACIFIC GARDEN MULCH"
STREETSCAPE PLANTING STRIP
VERTICAL H°R " D'°83'1991 44 CITY OF
RENTON
DATU M
Planning /Building /Public Works Dept.
STREET TREE NOTES.
1. TREES TO BE PLANTED AT APPROX. 35' OC OR AS SHOWN PER PLAN.
WITH ADJUSTMENTS FOR UTILITY FIXTURES, DRIVEWAYS AND MAILBOXES.
2. HOMEOWNERS SHALL BE RESPONSIBLE FOR TREE
MAINTENANCE FOR TREES WITHIN OR ABUTTING LOTS.
3. STREET TREES SHALL BE .��.
CARPINUS BETULUS (FASTIGATE EUROPEAN HORNBEAM)
4. STREET TREES SHALL BE MIN 50' AWAY FROM INTERSECTIONS
(AS MEASURED FROM FACE OF CURB).
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1 " =20'
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IF NOT ONE NCH
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STREET TREE LOCATIONS
2" GROUND MEDIUM SIZE BARK (AT 3.0' DIAMETER TREE BASE)
4" PACIFIC TOPSOILS, INC. "SUPREME MIX"
2" PACIFIC TOPSOILS, INC. "PACIFIC GARDEN MULCH"
LAWN ZONES
4" PACIFIC TOPSOILS, INC. "SUPREME MIX"
4" PACIFIC TOPSOILS, INC. "PACIFIC GARDEN MULCH"
STREETSCAPE PLANTING STRIP
VERTICAL H°R " D'°83'1991 44 CITY OF
RENTON
DATU M
Planning /Building /Public Works Dept.
STREET TREE NOTES.
1. TREES TO BE PLANTED AT APPROX. 35' OC OR AS SHOWN PER PLAN.
WITH ADJUSTMENTS FOR UTILITY FIXTURES, DRIVEWAYS AND MAILBOXES.
2. HOMEOWNERS SHALL BE RESPONSIBLE FOR TREE
MAINTENANCE FOR TREES WITHIN OR ABUTTING LOTS.
3. STREET TREES SHALL BE .��.
CARPINUS BETULUS (FASTIGATE EUROPEAN HORNBEAM)
4. STREET TREES SHALL BE MIN 50' AWAY FROM INTERSECTIONS
(AS MEASURED FROM FACE OF CURB).
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CHECK FOR COMPLIANCE TO CITY STANDARDS
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RENTON, WASHINGTON C 1 Q
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GRAPHIC SCALE
( IN FEET )
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VERTICAL DATUM
NAVD 88
BENCHMARK
TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32
ELEV. = 514.98 FT
(WCCS POINT ID NO. 3831)
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN
IN AN HA GENS ON DETERMINE APPROXIMATE
THE EXACT LOCATION OF ALL EX STINGRU11UTlES
BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE ILLY CON SULTANTS, LL C AND PRESERVE SERVE ANYNAND ALL BUND UNDERGROUND UTILITIES.
LOCATE
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS I
6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS
phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG
email H.Hagenson®COMCAST.NET
1- 800 -424 -5555
ONAL
EXPIRES 11/15/16
ILLUMINATION NOTES
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VERTICAL DATUM
NAVD 88
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TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32
ELEV. = 514.98 FT
(WCCS POINT ID NO. 3831)
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN
IN AN HA GENS ON DETERMINE APPROXIMATE
THE EXACT LOCATION OF ALL EX STINGRU11UTlES
BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE ILLY CON SULTANTS, LL C AND PRESERVE SERVE ANYNAND ALL BUND UNDERGROUND UTILITIES.
LOCATE
CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS I
6484 -48TH AVE SW Seattle WA 98126 CALL 48 HOURS
phone 206 938 -6168 fax 206.938 -7645 BEFORE YOU DIG
email H.Hagenson®COMCAST.NET
1- 800 -424 -5555
ONAL
EXPIRES 11/15/16
ILLUMINATION NOTES
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1. SE 186th PI LUMINAIRES SHALL BE NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRES PER STD. PLAN 116.1
2. 116TH AVE SE LUMINAIRES SHALL BE ARTERIAL STREET DECORATIVE PEDESTRIAN LUMINAIRES PER STD.
PLAN 117.2
3. ILLUMINATION UNDERGROUND SERVICE SHALL BE PER STANDARD PLAN NO. 119. CONDUIT SHALL
BE 2 "0 SHEDULE 40 PVC. CONDUCTOR SHALL BE #10 AWG INSULATED COPPER. GROUNDING WIRE
SHALL BE #8 AWG BARE COPPER.
4. CONTRACTOR TO COORDINATE POWER SUPPLY AND CONNECTION WITH PUGEST SOUND ENERGY. PROVIDE
POWER METER AND CABINET AS REQUIRED BY PSE. PROVIDE CONTACTORS AND WIRING PER STD. PLAN
STREET LIGHT SCHEDULE
116TH AVE SE
STA 10 +07 26.5' RT ARTERIAL PED. LUMINAIRE PER STD PLAN 117.2
STA 11 +87 26.5' RT ARTERIAL PED. LUMINAIRE PER STD PLAN 117.2
SE 186TH ST
STA 0 +46 14.5' RT NEIGHBORHOOD ST PED LUMINAIRE PER STD PLAN 116.1
STA 0 +48 14.5' LT NEIGHBORHOOD ST PED LUMINAIRE PER STD PLAN 116.1
STA 1 +03 14.5' LT NEIGHBORHOOD ST PED LUMINAIRE PER STD PLAN 116.1
STA 1 +56 14.5' RT NEIGHBORHOOD ST PED LUMINAIRE PER STD PLAN 116.1
STA 2 +13 14.5' LT NEIGHBORHOOD ST PED LUMINAIRE PER STD PLAN 116.1
STA 2 +99 14.5' RT NEIGHBORHOOD ST PED LUMINAIRE PER STD PLAN 116.1
3 REVISED PER CITY COMMENT - LED
2 REVISED ILLUMINATION DESIGN
1 RE- ISSUED
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PLAN 117.2
3. ILLUMINATION UNDERGROUND SERVICE SHALL BE PER STANDARD PLAN NO. 119. CONDUIT SHALL
BE 2 "0 SHEDULE 40 PVC. CONDUCTOR SHALL BE #10 AWG INSULATED COPPER. GROUNDING WIRE
SHALL BE #8 AWG BARE COPPER.
4. CONTRACTOR TO COORDINATE POWER SUPPLY AND CONNECTION WITH PUGEST SOUND ENERGY. PROVIDE
POWER METER AND CABINET AS REQUIRED BY PSE. PROVIDE CONTACTORS AND WIRING PER STD. PLAN
STREET LIGHT SCHEDULE
116TH AVE SE
STA 10 +07 26.5' RT ARTERIAL PED. LUMINAIRE PER STD PLAN 117.2
STA 11 +87 26.5' RT ARTERIAL PED. LUMINAIRE PER STD PLAN 117.2
SE 186TH ST
STA 0 +46 14.5' RT NEIGHBORHOOD ST PED LUMINAIRE PER STD PLAN 116.1
STA 0 +48 14.5' LT NEIGHBORHOOD ST PED LUMINAIRE PER STD PLAN 116.1
STA 1 +03 14.5' LT NEIGHBORHOOD ST PED LUMINAIRE PER STD PLAN 116.1
STA 1 +56 14.5' RT NEIGHBORHOOD ST PED LUMINAIRE PER STD PLAN 116.1
STA 2 +13 14.5' LT NEIGHBORHOOD ST PED LUMINAIRE PER STD PLAN 116.1
STA 2 +99 14.5' RT NEIGHBORHOOD ST PED LUMINAIRE PER STD PLAN 116.1
3 REVISED PER CITY COMMENT - LED
2 REVISED ILLUMINATION DESIGN
1 RE- ISSUED
1 INITIAL PERMIT SUBMITTAL
NO. I REVISION
SCALE. 1 " =20'
ONE INCH
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D- 311111
CHECK FOR COMPLIANCE TO CITY STANDARDS
ILLUMINATION PLAN
LAKESIDE FAIRWOOD PLAT
18621 - 116TH AVE SE
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
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DA,E
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CHECK FOR COMPLIANCE TO CITY STANDARDS
ILLUMINATION PLAN
LAKESIDE FAIRWOOD PLAT
18621 - 116TH AVE SE
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
-F47)-
DA,E
5/1/13
FE DBOOV-
PAGE:
DRAMIG W.
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Surface Water Drainage Notes and Specifications
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS,
A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF
RENTON PLAN REVIEWER.
2. All construction shall be in accordance with the 1996 Standard
Specifications for Road, Bridge and Municipal Construction prepared
by WSDOT and the American Public Works Association (APWA), as
amended by the City of Renton Public Works Department.
3. The surface water drainage system shall be constructed
according to the approved plans, which are on file in the Public
Works Department. Any deviation from the approved plans will
require written approval from the City of Renton Public Works
Department, Surface Water Utility Section.
4. A copy of these approved plans must be on the job site
whenever construction is in progress.
5. Datum shall be NAVD 88 unless otherwise approved by the City
of Renton Public Works Department. Reference benchmark and
J elevations are noted on the plans.
6. All sedimentation /erosion facilities must be in operation prior to
clearing and building construction, and they must be satisfactorily
maintained until construction is completed and the potential for
on -site erosion has passed.
7. All retention /detention facilities must be installed and in
operation prior to or in conjunction with all construction activity
unless otherwise approved by the Public Works Department, Surface
Water Utility Section.
8. Grass seed may be applied by hydroseeding. The grass seed
mixture, other than City of Renton approved standard mixes, shall
be submitted by a Landscape Architect and approved by the Public
Works Department, Surface Water Utility Section.
9. All pipe and appurtenances shall be laid on a properly prepared
foundation in accordance with Section 7- 02.3(1) of the current
State of Washington Standard Specification for Road and Bridge
Construction. This shall include necessary leveling of the trench
bottom or the top of the foundation material, as well as placement
and compaction of required bedding material, to uniform grade so
that the entire length of the pipe will be supported on a uniformly
dense, unyielding base. All pipe bedding shall be APWA Class "C ",
with the exception of PVC pipe. All trench badkfill shall be
compacted to minimum 95% for pavement and structural fill and 90
% otherwise per ASTM D- 1557 -70. Pea gravel bedding shall be 6
inches over and under PVC pipe.
10. Galvanized steel pipe and aluminized steel pipe for all drainage
facilities shall hove asphalt treatment 11 or better inside and
outside.
11. Structures shall not be permitted within 10 feet of the spring
line of any storm drainage pipe, or 15 feet from the top of any
channel bank.
12. All catch basin grates shall be depressed 0.10 feet below
pavement level.
13. Open cut road crossings through existing public right of way will
not be allowed unless specifically approved by City of Renton
Plonning/Building/Public Works Administrator.
14. Rock for erosion protection of roadside ditches, where required,
shall be of sound quarry rock placed to a depth of one (1) foot
and must meet the fallowing specifications:
4 - 8 inch rode / 40 - 70% passing;
2 - 4 inch rock / 30 - 40% passing; and
less than 2 inch rock / 10 - 20% passing.
15. All building downspouts and footing drains shall be connected to
the storm drainage system, unless approved by the City plan
reviewer or Surface Water Utility Section. An accurately
dimensioned, certified as -built drawing of this drainage system will
be submitted to the City upon completion.
16. Issuance of the building or construction permits by the City of
Renton does not relieve the owner of the continuing legal obligation
and /or liability connected with storm surface water disposition.
Further, the City of Renton does not accept any obligation for the
proper functioning and maintenance of the system provided during
construction.
17. The Contractor shall be responsible for providing adequate
safeguard, safety devices, protective equipment, floggers, and any
other needed actions to protect the life, health, and safety of the
public, and to protect property in connection with the performance
of work covered by the contract. Any work within the traveled right
of way that may interrupt normal traffic flow shall require a traffic
control plan approve by the Public Works Department, Transportation
Systems Division. All sections of the WSDOT Standard Specifications
1 -07 -23 Traffic Control shall apply.
18. Special drainage measures will be required if the project location
is within the aquifer protection area (APA).
19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS,
A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF
RENTON, PUBLIC WORKS DESIGN ENGINEER.
20. All limits of clearing and areas of vegetation preservation as
prescribed on the plans) shall be clearly flagged in the field and
observed during construction.
21. All required sedimentotion /erosion control facilities must be
constructed and in operation prior to land clearing and /or
construction to ensure that sediment laden water does not enter
the natural drainage system. All erosion and sediment facilities
shall be maintained in a satisfactory condition until such time that
clearing and /or construction is complete and potential for on -site
erosion has passed. The implementation, maintenance, replacement
and additions to erosion /sedimentation control systems shall be the
responsibility of the permitee.
22. The erosion and sedimentation control systems depicted on this
drawing are intended to be minimum requirements to meet
anticipated site conditions. As construction progresses and
unexpected or seasonal conditions dictate, the permitee shall
anticipate that more erosion and sedimentation control facilities will
be necessary to ensure complete siltation control on the proposed
site. During the course of construction, it shall be the obligation
and responsibility of the permitee to address any new conditions
that may be created by the activities and to provide additional
facilities, over and above minimum requirements, as may be needed,
to protect adjacent properties and water quality of the receiving
drainage system.
23. Approval of this plan is for erosion /sedimentation control only.
It does not constitute an approval of storm drainage design, size
nor location of pipes, restrictors, channels, or retention facilities.
24. During the time period of October 1st through April 30th, all
project distributed soil areas greater than 5,000 square feet, that
are to be left un- worked for more than 12 hours, shall be covered
by mulch, sodding or plastic covering.
25. In any area which has been stripped of vegetation and where no
further work is anticipated for a period 30 days or more, all
disturbed areas must be immediately stabilized with mulching, grass
planting or other approved erosion control treatment applicable to
the time of year. Grass seeding alone will be acceptable only
during the months of April through September, inclusive. Seeding
may proceed, however, whenever it is in the interest of the
permitee, but must be augmented with mulching, netting or other
treatment approved by the City of Renton, outside the specified
time period.
26. For all erosion /sedimentation control ponds where the dead
storage depth exceeds 6 inches, a fence is required with a
minimum height of three (3) feet, 3:1 side slopes.
27. A temporary gravel construction entrance, 24 feet x 50 feet x
8 inches of 4 to 6 inch quarry spoils shall be located at all points
of vehicular ingress and egress to the construction site.
MPX�
ORIGINAL GROUND
12" MIN. THICKNESS
2 " -4" QUARRY SPALLS
6
GRAVEL BACKFILL FOR DRAINS
PERFORATED
PIPE 4" MIN.
FILTER FABRIC
NOTES:
1. SEE SECTION 4.30.
2. SEE WSDOT /APWA 9- 03.12(4)
3. FENCE OR HANDRAIL MAY BE REQUIRED WHEN ROCKERY HEIGHT EXCEEDS 30 INCHES AND IS
LOCATED IN A PUBLIC AREA.
4. THE WALL FOUNDATION IS TO BE CLEARED OF ORGANIC MATTER AND DEBRIS AND THE UNDERLYING
MINERAL SOIL COMPACTED TO 95 PERCENT OF THE MAX. DRY DENSITY. THE EMBANKMENT MATERIAL IS
TO BE GRAVEL BORROW MEETING THE REQUIREMENTS OF 9 -13.14 OF THE WSDOT STANDARDS. THE
BACKFILL IS TO BE PLACED IN THIN LIFTS, NOT EXCEEDING SIX INCHES IN THICKNESS AND COMPACTED
TO 95 PERCENT OF THE MAX. DRY DENSITY.
5. (NOT USED)
6. ZONE OF INFLUENCE, FLATTER SLOPE MAY BE REQUIRED IN LESS STABLE SOILS. ALL DRIVEWAYS,
PARKING AREAS, AND ROADS SHALL LIE BELOW THE ZONE OF INFLUENCE.
7. EMBANKMENTS BEHIND FILL SECTION ROCKERIES EXCEEDING 4 FEET IN HEIGHT SHALL BE
GEOSYTHENTIC FABRIC OR GEOGRID.
S. ROCK WALLS SHALL BE PLACED NO CLOSER THAN 5 FEET FROM THE EDGE OF ANY PEDESTRIAN
WALKWAY, PUBLIC EASEMENT OR RIGHT OF WAY.
9. MAXIMUM HEIGHT, AS MEASURED FROM THE KEYWAY, IS EIGHT (8) FEET. ALL WALLS FOUR FEET OR
HIGHER SHALL REQUIRE A BUILDING PERMIT. ALL WALLS TO BE CONSTRUCTED IN A FILL SECTION OR
THOSE WALLS SUPPORTING A SURCHARGE (DRIVEWAY, ROAD, BUILDING OR PARKING AREA) SHALL
REQUIRE DESIGN BY A LICENSED ENGINEER.
10. THE TOP OF ALL ROCK WALLS SHALL BE CONFIGURED TO PREVENT SURFACE DRAINAGE OVER THE
TOP OF THE WALL.
ROCK WALL, CUT &
DWG. ST-26 & ST -27
NOTE
THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN
IN AN HA GENS ON DETERMINE APPROXIMATE
EXACT LOCATION OF ALL EXXIISTINGRUTILITIES
BEFORE COMMENCING WORK. CONTRACTOR AGREES
TO BE FULLY CONSULTANTS, LLC AND WHICHMI
SERVE ANY A D ALL FOR ANY AND BUNDERGROUNDLUTILITIES�Y LOCATE
CIVIL MNEERING alt LAND DEVELOPMENT CONSULTANTS I
648 -48TH AVE SW Seaffle WA 98126 CALL 48 HOURS
phone 206 938 -6168 fax 206'938 -7645 BEFORE YOU DIG
smai H.Hagenson0(X)MCASTMET
1- 800 -424 -5555
FILL SECTIONS
143
475
0 +00
NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M.
lRAME AND VANED ORATE
OR IT
ONE A BAR HOOP FOR r HEIGHT
TWO 113 BAR HOOPS FOR 17 HEIGHT
RECTANOULAR ADJUSTMENT SECTION
lee
p3 BAR EACH SIDE
i
N
93 BAR EACH WAY
PRECAST BASE SECTION
03 BAR EACH CORNER
18' MIN.
G
f
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PIPE ALLOWANCES
sD
MAXIMUM
PIPE ■ATSMAL
INSIDE
3/19/1
DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
o
ALL METAL PIPE
15"
CPSSP*
HEH
(STD. SPEC. 90520)
12"
SOLID WALL PVC
15„
(STD. SPEC. 9-05.12(1y
DATE
PROFILE WALL PVC
15"
(STD. SPEC. 9-05. 12(2))
•.
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
1. As acceptable alematives to the mbar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
wire mesh having a minimum are a of 0.12 square inches per foot shall
be used with the minimum required niber shown in the ALTERNATIVE
PRECAST BASE SECTION. Wine mesh shall not be placed in the
knockouts.
2. The knockout diameter shell not be greaser than 20 ". Knockouts shat
have a wall thickness of 2' minimum to 2.5' maximum. Provide a 1.5"
minimum gap between the knockout well and the outside of the pipe.
After the pipe is installed, fin the gap with joint mortar in accordance
with Standard Specification 9 -04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
Shall be V.
4_ The frame and grass must be installed with the flange down.
5. The Precast Base Section may have a rounded floor, and the wells may
be eloped at a late of 1:24 or sleeper.
B. The opening shall be measured at this top of the precast base section.
7. All pickup holes shall be grouted full after the basin has been placed.
S. All grade rings and castings shall be set in mortar in accordance with
Standard Speci icatbn 9-04.3.
PUBLIC WORKS CATCH BASIN TYPE 7 SM. PLAIT - 200. DO
8 DEPARTMENT
MARCH 2008
Dk
FSS/ONAL�G\
EXPIRES 11/15/16
1 +00
CROSS SECTION - WETIDETENTION POND
SCALE HORIZ.• I" = 0' VERT• 1" = 5'
4 REVISED PER CITY COMMENTS
3 REVISED & ADDED POND SIGN
2 REVISED PER 8/16/13 CITY COMMENTS
1 INITIAL PERMIT SUBMITTAL
NO. REVISION
e
"•
•
K11
F
sCAJLEI 1 " =20'
ONE INCH
AT FULL SCALE
IF N0T ONE INCH
SCALE ACCORDINGLY
VERIIG1L NAVD 1968
HORIZONTAL: HAD 1983/1991
DATU M
sD
WALL
THICKNESS
suRVEYM.
OH
=H
3/19/1
InZR REINFORCING STEEL
IN EACH DIRECTION
DESIGNM.
HEH
=H
1/31 /1
o
-H
30 13
LL
HEH
=H
5/1/13
4.5'
CHECKED:
HEH
BY
DATE
APPR
-H EH
sCAJLEI 1 " =20'
ONE INCH
AT FULL SCALE
IF N0T ONE INCH
SCALE ACCORDINGLY
VERIIG1L NAVD 1968
HORIZONTAL: HAD 1983/1991
DATU M
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.0%
HANDHOLD
RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
GROUT, TYPICAL (SEE NOTE 5)
FLAT SLAB TOP
MORTAR(TYP.)
o
z
z =
RerFanra+o erg trip.)
14' GRAVEL BACKFILL FOR
� PIPEZONE
SEPARATE BASE INTEGRAL BASE
CAST4N4PLACE PRECAST VAN RISER
1?
a: OMYa &K1ff, ILL FOR
PPE zow 11FDOM
SEPARATE BASE
PRECAST
CATCH BASIN DIMENSIONS
sD
WALL
THICKNESS
THICKNESS
IQ
SIZE
DISTANCE
BETWEEN
KNOCKOUTS
InZR REINFORCING STEEL
IN EACH DIRECTION
N
I INTEGRAL BASE
to
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.0%
HANDHOLD
RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
GROUT, TYPICAL (SEE NOTE 5)
FLAT SLAB TOP
MORTAR(TYP.)
o
z
z =
RerFanra+o erg trip.)
14' GRAVEL BACKFILL FOR
� PIPEZONE
SEPARATE BASE INTEGRAL BASE
CAST4N4PLACE PRECAST VAN RISER
1?
a: OMYa &K1ff, ILL FOR
PPE zow 11FDOM
SEPARATE BASE
PRECAST
CATCH BASIN DIMENSIONS
sD
WALL
THICKNESS
THICKNESS
IQ
SIZE
DISTANCE
BETWEEN
KNOCKOUTS
InZR REINFORCING STEEL
IN EACH DIRECTION
SEPARATE BABE
I INTEGRAL BASE
48'
o
s'
38'
LL
023
46', 54', 69', 72% W OR 98'
54.
4.5'
r
4T
8"
0.19
0.16
b
•.
r
48"
P
025
I°
STEPS OR
6"
M
80"
17
LADDER
024
8d•
CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.0%
HANDHOLD
RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
GROUT, TYPICAL (SEE NOTE 5)
FLAT SLAB TOP
MORTAR(TYP.)
o
z
z =
RerFanra+o erg trip.)
14' GRAVEL BACKFILL FOR
� PIPEZONE
SEPARATE BASE INTEGRAL BASE
CAST4N4PLACE PRECAST VAN RISER
1?
a: OMYa &K1ff, ILL FOR
PPE zow 11FDOM
SEPARATE BASE
PRECAST
CATCH BASIN DIMENSIONS
BASIN
DIAMETER
WALL
THICKNESS
THICKNESS
IQ
SIZE
DISTANCE
BETWEEN
KNOCKOUTS
InZR REINFORCING STEEL
IN EACH DIRECTION
SEPARATE BABE
I INTEGRAL BASE
48'
4"
s'
38'
8"
023
0.15
54.
4.5'
r
4T
8"
0.19
0.16
W
5"
r
48"
P
025
025
77
6"
M
80"
17
0.35
024
8d•
r
17
7T
IF
039
029
W
I r
IT
1 84"
IF
0.39
029
NOTES
1. No steps are required when height Is 4D or less.
2. The bottom of the precast catch basin may be sloped to facltate cleaning.
3. The rectangular frame and grate must be Installed with the flange doom.
The frame may be cast Into the adjustment section.
4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the gap with joint mortar in accordance with Standard
Specification 9.04.3.
5. All grade rings, risers, and castings shall be set in mortar in accordance with
Standard Specficetion 9 -04.3.
PIPE ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
BASIN
DIAMETER
ALL
METAL
CP99P
O
SOLID PROFILE
WALL WALL
A^COO PVC@
4Nr
24"
37
24"
2r I 30"
sr
30'
38"
30"
2r 3s'
ee"
38"
4r
38'
30' 4r
7r
42'
54'
4Z'
3W 48"
s4"
54'
e0'
54"
i 38" 415"
618'
80"
7r
Cmugebd PaWWWie SmDn Sa- Plpa (SkL 51- TIMM)
30 (Std. Spec. 9-05.12(2))
�® PUBLIC WORKS CATCH BASIN TYPE 2 SM. PLAN - 201'00
DEPARTMENT
8
MARCH 2008
. CITY OF
RENTON
Planning /Building /Public Works Dept.
D- 311113
I CHECK FOR COMPLIANCE TO CITY STANDARDS I
NOTES AND DETAILS
LAKESIDE FAIRWOOD PLAT
18621 - 116TH AVE SE
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
1A1-
5/1/13
C13
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