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ADJACENT PROPERTY DATA
322305 -9147 KAMAU NAHASHON +JOYCE NJOROG
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322305-9282 BRETT J +JO M CHURCHILL, 18624
114TH AVE SE, RENTON, WA 98055
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4509 SF
15' SAN
SEWER
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66.03'
58.95'
LOT 5
4534 SF
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LOT 4
4516 SF
ADJACENT PROPERTY DATA
322305 -9147 KAMAU NAHASHON +JOYCE NJOROG
18605 116TH AVE SE, RENTON, WA 98058
12'
911700 -0170 JOAN HARRIS, 11443 SE 186TH ST,
mini
scue
1 " =20'
C. ,} CITY OF
RENTON
Planning /Building /Public Works Dept.
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322305-9282 BRETT J +JO M CHURCHILL, 18624
114TH AVE SE, RENTON, WA 98055
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FACILITIES & OPERATIONS CTR,
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LOT 4
4516 SF
LAKESIDE FAIRWOOD PLAT
NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M.
i
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10' ► 10'
\ " , 3' `
�'3907`'9E
FE"A .65.08' 0.5'
4.70' SIDEWALK
EASM'T.
STORM DRAIN EASEMENT )" ENVELOPE
No __ at
TRAET "A„ U fI - DRAINA GE 513 SF t 6934SF
;.L' I -1
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� �O
2� TEMPORARY PUBLIC ACCESS
� SEMENT (TO BE REMOVED
EXT SION OF SE 186 PL.
BE
ADJACENT PROPERTY DATA
322305 -9147 KAMAU NAHASHON +JOYCE NJOROG
18605 116TH AVE SE, RENTON, WA 98058
/31 /1
911700 -0170 JOAN HARRIS, 11443 SE 186TH ST,
RENTON, WA 98055
scue
1 " =20'
911700-0180 JULUAN C +WILLIE M JR CASTRO, 11435 SE 186TH ST. RENTON, WA 98055
C. ,} CITY OF
RENTON
Planning /Building /Public Works Dept.
911700 -0190 CHRISTINA A SEVRUK, 11427 SE 186TH ST, RENTON, WA 98055
UNITS /ACRE ( RENTON CITY CODE TITLE IV
322305-9282 BRETT J +JO M CHURCHILL, 18624
114TH AVE SE, RENTON, WA 98055
4WNE8
4.2.11 OA) LAKESIDE REAL ESTATE INVESTMENTS
322305 -9149 BENSON HILL ELEMENTARY SCHOOL,
FACILITIES & OPERATIONS CTR,
-....'
7812 S. 124TH ST, SEATTLE, WA 98178
45.96'`:
F
1.
2
Q
HEH
30 13
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HEH
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FRONT SETBACK 15', REAR 20', SIDE 5',
INITIAL PERMIT SUBMITTAL
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GROSS AREA: 58,520 SF OR 1.34 ACRES SURVEYOR (FIELD TOPOGRAPHY)
NO.
REVISION
'01J
3i
NOTE
56,176 SF OR 1.29 ACRES CONTACT: OWNE HILLE LEGEND
IA-N
NET AREA = 43,570 SF OR 1.00 ACRES PHONE: (253) 852 -4880
THE OF ALL EXISTING
EMAIL: CNIOCRAMERNW.COM DOSING PROPOSED
HAGENSON
AN
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THE CONATRACTOR HALLNDETERM DETERMINE THE EXACONLY.
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LOCATION OF ALL EXISTING UTILITIES BEFORE
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COMMENCING WORK. CONTRACTOR AGREE
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CONSULTANTS, LLC
TO BE FUY ALL
WHICHMIGHTSBE
CONTACT: HAL HAGENSON, PE _ -. la,.... _..
LLI.
YS HIS
DAMAGES OCCASIONEDABD
TAX PARCEL NUMBER: PHONE: (206) 938 -6168
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
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CIVIL ENGINEERING & LAND DEVELOPMENT CONSULTANTS
AND ALL UNDERGROUND UTILITIES.
s
6484 -48TH AVE SW Seattle WA
CALL 48 HOURS
SITE ADDRESS: 18624 116TH AVE SE, RENTON,
phone 206 938- 61H126fox 206.938 -7645
WA GEOTECHNICAL ENGINEER
BEFORE YOU DIG
GEOTECH CONSULTANTS, INC. C.
email H.Hagenson000MCAST.NET
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S1 WALK
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1- 800 -424 -5555
LAKESIDE FAIRWOOD PLAT
NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M.
i
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10' ► 10'
\ " , 3' `
�'3907`'9E
FE"A .65.08' 0.5'
4.70' SIDEWALK
EASM'T.
STORM DRAIN EASEMENT )" ENVELOPE
No __ at
TRAET "A„ U fI - DRAINA GE 513 SF t 6934SF
;.L' I -1
iP -
� �O
2� TEMPORARY PUBLIC ACCESS
� SEMENT (TO BE REMOVED
EXT SION OF SE 186 PL.
BE
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)
x'
HLH
/31 /1
PROJECT NAME: LAKESIDE FAIRWOOD SHORT PLAT
s H
scue
1 " =20'
4:
C. ,} CITY OF
RENTON
Planning /Building /Public Works Dept.
FINAL SITE PLAN
LAKESIDE FAIRWOOD PLAT
18621 116TH aVE se
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
UNITS /ACRE ( RENTON CITY CODE TITLE IV
ADDED 12 SD EASEMENT LOT 7
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)
PROPERTY INFO
HLH
/31 /1
PROJECT NAME: LAKESIDE FAIRWOOD SHORT PLAT
s H
scue
1 " =20'
4:
C. ,} CITY OF
RENTON
Planning /Building /Public Works Dept.
FINAL SITE PLAN
LAKESIDE FAIRWOOD PLAT
18621 116TH aVE se
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
UNITS /ACRE ( RENTON CITY CODE TITLE IV
ADDED 12 SD EASEMENT LOT 7
H
4WNE8
4.2.11 OA) LAKESIDE REAL ESTATE INVESTMENTS
,.5860'
-....'
ADDED SIDEWALK EASEMENT
45.96'`:
MIN LOT AREA:4,500SF 3520 SOUTH 198TH ST
1.
2
MAX IMPERVIOUS AREA = 75% SEATAC, WA 98188
HEH
30 13
MAX BUILDING COVERAGE 50%
PH (206) 280 -2272
HEH
ac.xx
FRONT SETBACK 15', REAR 20', SIDE 5',
INITIAL PERMIT SUBMITTAL
HEH
CORNER LOT SIDE YARD 15' FAX
EMAIL: Bui- Yvonne&hotmail.com
as u H�
GROSS AREA: 58,520 SF OR 1.34 ACRES SURVEYOR (FIELD TOPOGRAPHY)
NO.
REVISION
'01J
3i
APPR
56,176 SF OR 1.29 ACRES CONTACT: OWNE HILLE LEGEND
IA-N
NET AREA = 43,570 SF OR 1.00 ACRES PHONE: (253) 852 -4880
EMAIL: CNIOCRAMERNW.COM DOSING PROPOSED
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CONTACT: HAL HAGENSON, PE _ -. la,.... _..
MADNG 000
TAX PARCEL NUMBER: PHONE: (206) 938 -6168
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SITE ADDRESS: 18624 116TH AVE SE, RENTON,
WA GEOTECHNICAL ENGINEER
GEOTECH CONSULTANTS, INC. C.
SDEA YRI
I
. .
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S1 WALK
E EMT��
OF ON SITE FACILITIES. _ x ��
PH: 425- 747 -5616 - --
FAX:425- 747 -8561
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ST. DESIGNATION: EMAIL: MARCM®GEOTECHNW.COM
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MIN 200' V.C.
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116TH ST. SE: MINOR ARTERIAL WETLAND CONSULTANTS
J.S.JONES & ASSOCIATES
PERVIOUS /IMPERVIOUS SITE STATISTICS P.O.BOX 1908
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EXISTING SITE AREA: 1.40 ACRES ISSAQUAH, WA 98027
REGARDED AS PRE - DEVELOPED FOREST CONTACT: JEFF
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DEVELOPED SITE AREA: 1.40 ACRES EMAIL: JEFF.JSJONES000MCAST.NET
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DEVELOPED IMPERVIOUS FRACTION: 0.68 AC - 9- " " " ""
SNPII UAMW
DEVELOPED PERVIOUS GRASS FRACTION: 0.72
.....,,_. _
AC WATER: SODS CREEK WATER & SEWER DISTRICT
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SEWER: SODS CREEK WATER & SEWER DISTRICT -----
`LOT 2
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SCHOOL: RENTON SCHOOL DISTRICT
(PACIFIC N. W. TITLE CO. ORDER NO. POWER: PUGET SOUND ENERGY
^
4508..Sf
629772) CABLE TV: COMCAST CABLEVISION
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SHEET INDEX
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THATPORTION OF THE SOUTHHALF OF FINAL SITE PLAN
_I,
TIONAA�A
"
SOUTHEAST QUARTER INSECTION3Z bIIlm DEMO PLAN & ESC DETAILS
-4$OT.
IN KING COUNTY, WASHINGTON LYING SE 186TH PLAN AND PROFILE
NORTHERLY OF THESOUTHERLY505.1 1 116TH SE PLAN AND PROFILE
ROW
FEET OF SAID SUBDIVISION;EXCEPTTHE x GRADING/DRAINAGE PLAN
L
J
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RECORDED UNDER RECORDING NUMBER STREET TREE PLAN
J`
1698140. ILLUMINATION PLAN
COMPREHENSIVE UTILITY PLAN
a' ;>
VERTICAL DATUM NOTES AND DETAILS
,
IRRIGATION PLAN
-_
NAVD BB SODS CREEK WATER & SEWER
CU
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VICINITY MA PLAN IN SEPARATE PLANSET
BENCHMARK
seuc x.T.s
TOP OF FOUND CONCRETE MONUMENT AT
THE S.E. CORNER OF SECTION 32
ELEV. = 514.98 FT
._..
(WCCS POINT ID NO. 3831)
58.60,....
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
-
58.73'
COMPLETENESS OF THIS INFORMATION AN D 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
r l?
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 I -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
�y
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 CONDTTRUCTION 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
5 '
i
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
a
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)
ENGINEER PRIOR TO INSTALLATION.
R= 311101
CHECK FOR COMPLIANCE TO CITY STANDARDS
Ylto 1y
5
PROPERTY INFO
HLH
/31 /1
PROJECT NAME: LAKESIDE FAIRWOOD SHORT PLAT
s H
scue
1 " =20'
EXISTING ZONING: R8 DENSITY ALLOWED: 8 Renton Project Number: LUA09 -079
C. ,} CITY OF
RENTON
Planning /Building /Public Works Dept.
FINAL SITE PLAN
LAKESIDE FAIRWOOD PLAT
18621 116TH aVE se
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
UNITS /ACRE ( RENTON CITY CODE TITLE IV
ADDED 12 SD EASEMENT LOT 7
H
4WNE8
4.2.11 OA) LAKESIDE REAL ESTATE INVESTMENTS
AEH
ATTN: YVONNE BUIT /CHUG NGUYEN
ADDED SIDEWALK EASEMENT
HEH
MIN LOT AREA:4,500SF 3520 SOUTH 198TH ST
2
MAX IMPERVIOUS AREA = 75% SEATAC, WA 98188
HEH
30 13
MAX BUILDING COVERAGE 50%
PH (206) 280 -2272
HEH
ac.xx
FRONT SETBACK 15', REAR 20', SIDE 5',
INITIAL PERMIT SUBMITTAL
HEH
CORNER LOT SIDE YARD 15' FAX
EMAIL: Bui- Yvonne&hotmail.com
as u H�
GROSS AREA: 58,520 SF OR 1.34 ACRES SURVEYOR (FIELD TOPOGRAPHY)
NO.
REVISION
GROSS AREA AFTER ROW DEDICATION CRAMER NORTHWEST, INC
DATE
APPR
56,176 SF OR 1.29 ACRES CONTACT: OWNE HILLE LEGEND
IA-N
NET AREA = 43,570 SF OR 1.00 ACRES PHONE: (253) 852 -4880
EMAIL: CNIOCRAMERNW.COM DOSING PROPOSED
DENSITY CALCULATION: CIVIL ENGINEER
8 UNITS /ACRE X 1.0 = 8 UNITS ALLOWED HAGENSON CONSULTANTS, LLC .....
Rat aNimm
NO. OF LOTS PROPOSED: 8 6484 -48TH AVE SW
PROPOSED USE: DETACHED SINGLE FAMILY SEATTLE, WA 98136 --
Gl41dI
CONTACT: HAL HAGENSON, PE _ -. la,.... _..
MADNG 000
TAX PARCEL NUMBER: PHONE: (206) 938 -6168
3223059113 FAX: (206) 938 -7645
SPOT aflAIIOX
EMAIL: H.Hagenson@comcast.net R
a BUM
SITE ADDRESS: 18624 116TH AVE SE, RENTON,
WA GEOTECHNICAL ENGINEER
GEOTECH CONSULTANTS, INC. C.
SDEA YRI
RECREATION SPACE TO BE PAID FEE -IN -LIEU CONTACT: MARL MCGINNIS
OF ON SITE FACILITIES. _ x ��
PH: 425- 747 -5616 - --
FAX:425- 747 -8561
plyyg ppµ
ST. DESIGNATION: EMAIL: MARCM®GEOTECHNW.COM
SE 186TH ST - SUBACCESS �T_
BaE xmRUlr
MIN 200' V.C.
116TH ST. SE: MINOR ARTERIAL WETLAND CONSULTANTS
J.S.JONES & ASSOCIATES
PERVIOUS /IMPERVIOUS SITE STATISTICS P.O.BOX 1908
glpR YAHIaE
EXISTING SITE AREA: 1.40 ACRES ISSAQUAH, WA 98027
REGARDED AS PRE - DEVELOPED FOREST CONTACT: JEFF
BIER aFANOUI
PH 253- 905 -5736 a
y.1tl1161 as
DEVELOPED SITE AREA: 1.40 ACRES EMAIL: JEFF.JSJONES000MCAST.NET
DEVELOPED IMPERVIOUS FRACTION: 0.68 AC - 9- " " " ""
SNPII UAMW
DEVELOPED PERVIOUS GRASS FRACTION: 0.72
.....,,_. _
AC WATER: SODS CREEK WATER & SEWER DISTRICT
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SEWER: SODS CREEK WATER & SEWER DISTRICT -----
OVUM POE
LEGAL DESCRIPTION FIRE: CITY OF RENTON -F -F-
SLi RRa
SCHOOL: RENTON SCHOOL DISTRICT
(PACIFIC N. W. TITLE CO. ORDER NO. POWER: PUGET SOUND ENERGY
TELEPHONE: QWEST
629772) CABLE TV: COMCAST CABLEVISION
SHEET INDEX
THE EAST HALF OF THE EAST HALF OF
THATPORTION OF THE SOUTHHALF OF FINAL SITE PLAN
THE NORTHEAST QUARTER OF THE EROSION CONTROL PLAN
"
SOUTHEAST QUARTER INSECTION3Z bIIlm DEMO PLAN & ESC DETAILS
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M, HORIZONTAL CONTROL PLAN
IN KING COUNTY, WASHINGTON LYING SE 186TH PLAN AND PROFILE
NORTHERLY OF THESOUTHERLY505.1 1 116TH SE PLAN AND PROFILE
FEET OF SAID SUBDIVISION;EXCEPTTHE x GRADING/DRAINAGE PLAN
EAST 30 FEET CONVEYED TOKINGCOUNTY 4 -SITE ROAD & STORM DETAILS
FOR 116THAVESOUTHEASTBYDEED R LANDSCAPE PLAN /TREE RETENTION
RECORDED UNDER RECORDING NUMBER STREET TREE PLAN
1698140. ILLUMINATION PLAN
COMPREHENSIVE UTILITY PLAN
VERTICAL DATUM NOTES AND DETAILS
IRRIGATION PLAN
NAVD BB SODS CREEK WATER & SEWER
VICINITY MA PLAN IN SEPARATE PLANSET
BENCHMARK
seuc x.T.s
TOP OF FOUND CONCRETE MONUMENT AT
THE S.E. CORNER OF SECTION 32
ELEV. = 514.98 FT
(WCCS POINT ID NO. 3831)
HAGENSON CONSULTANTS GENERAL ENGINEERING NOTES.
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 AN D 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 I -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 CONDTTRUCTION 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
ENGINEER PRIOR TO INSTALLATION.
R= 311101
CHECK FOR COMPLIANCE TO CITY STANDARDS
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5
AUULU S I UKM PUNU LASLMEN I
HLH
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1 " =20'
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DATUM
C. ,} CITY OF
RENTON
Planning /Building /Public Works Dept.
FINAL SITE PLAN
LAKESIDE FAIRWOOD PLAT
18621 116TH aVE se
RENTON, WASHINGTON
LAKESIDE INVESTMENTS, LLC
4
ADDED 12 SD EASEMENT LOT 7
H
19 1
AEH
3
ADDED SIDEWALK EASEMENT
HEH
3/7/14
2
REVISED PER CITY 8/16/13 COMMENTS
HEH
30 13
HEH
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1
INITIAL PERMIT SUBMITTAL
HEH
D=11-71-3
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NO.
REVISION
BY
DATE
APPR
HEH
IA-N
C1
C2
C3
04
CS
CIS
C7
CS
C9
CIO
C11
C12
C13
R -1
5/1/13
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