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RENTON,
REVISION DATE
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DESIGNER:
DRAFTING BY:
DATE:
SCALE:
JMV
JMV
11-16-15
AS SHOWN
L-1
SHEEr 1 OF 4
MAY O 5 2016
fRft: INVt:Nf ORY
Dripline, RETAIN or
Tree No. DBH Species Radius REMOVE Notes
001 20" Douglas Fir Remove Right of way
002 26" Western Red Cedar Remove Right of way
003 28" Douglas Fir Remove Healthy
004 12" Douglas Fir Remove Shaded foliage
005 22" Douglas Fir Remove Healthy
006 14" Douglas Fir Remove Healthy
007 14" Douglas Fir Remove Healthy
008 18" Douglas Fir Remove Right of way
009 16" Douglas Fir Remove Right of way
010 16" Western Red Cedar Remove Right of way
011 18" Western Red Cedar Remove Topped, numerous leaders
012 12" Douglas Fir Remove Healthy
013 16" Western Red Cedar Remove Damaged leader
014 18" Cottonwood Remove Right of way
015 22" Cottonwood Remove Right of way
016 24" Cottonwood Remove Healthy
017 18" Cottonwood Remove Leaning
018 24" Cottonwood Remove Healthy
019 24" Cottonwood Remove Right of way
020 24" Cottonwood Remove Right of way
021 16" Douglas Fir Remove Right of way
022 6" Deciduous Remove Right of way
023 8" Cottonwood Remove Right of way
024 20" Douglas Fir Retain Right of way
025 12" Douglas Fir Remove Right of way
026 22" Douglas Fir Remove Right of way
027 12" Douglas Fir Remove Right of way
028 28" Douglas Fir Remove Right of way
029 32" Douglas Fir Remove Right of way
030 28" Cottonwood Remove Healthy
·~ 031 10" Western Red Cedar Retain Right of way
032 1 O" Douglas Fir Remove Healthy, Unsurveyed
033 22" Douglas Fir Remove Healthy, Unsurveyed
034 24" Douglas Fir Remove Healthy, Unsurveyed
035 11" Deciduous Remove Right of way
036 11" Cottonwood Remove Right of way
037 24" Cottonwood Remove Healthy
038 12" Cottonwood Remove Healthy
039 14" Douglas Fir Remove Leaning
040 13" Douglas Fir Remove Healthy
041 8" Deciduous Remove Healthy
042 14" Douglas Fir Remove Leaning
043 14" Douglas Fir Remove Healthy
044 18" Douglas Fir Remove Healthy, Unsurveyed
045 (2) 14" Maple Retain Healthy
046 (3)14" Cottonwood Remove Healthy
047 18" Cottonwood Remove Healthy
048 18" Cottonwood Remove Healthy
049 1 O" Cottonwood Remove High double trunk
050 12" Cottonwood Remove Healthy
051 11 " Maple Remove Healthy
052 (3)6" Maple Remove Right of way
053 1 O" Fir Remove Right of way
054 1 O" Flowering Cherry Offsite
055 32" Western Red Cedar Offsite
056 1 O" Douglas Fir Offsite
057 24" Douglas Fir Offsite
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT -----------Rento.n $
1.
2.
3.
4.
5.
6.
TREE RE.TENTION WORKSHEET
Planniog Division
1055 South Grady Way-Renton, WA 98057
~hone• 425-430-7200 I www,ientonwa . .gov
Total number of trees over I," diameter 1, or alder or cottonwood
trees at least 8" in diameter on project site
Deductions: Certain trees are excluded from the retention calculation:
Trees that are dangerousl.
Trees in proposed public streets
Trees in propose-d private access easements/tracts
Trees ln critical areas 3 and buffers
Total.number of el<dudedtrees:
Subtract line Z from line l:
i " · · ,[: trees
.25, ',.,Cc trees
· ,Q ·" ~ trees
•.·!."" q"• :•.,,,•G•'• · '; tree;
Next, to determine the number of trees that must be retained', multiply line 3 by:
0.3 in zones RC. R-1, R-4, R-6 or R-8
0.2 in all -0ther residential zones
0.1 In all commercial and industrial zones
List the number of 6" in diameter, or alder or cottonwood trees
over 8" in diameter that you are proposing' to retain4 :
Subtract fine 5 from/jne4 for trees to be replaced:
{if !ln1: 6 is iertJ or Jes"J, stop hem. No repli!~ement trl.!e~ ~,,,. required}
Multiply fine 6 by 12" for number of required replacement inches:
4 trees -------
7.
8. Proposed size of trees to meet additional planting requirement:
(Minimum 2" caliper trees required)
•
· 3 ;.:,J inches per tree
9. Divide line 7 by line 8 for number of replacement trees 6:
(If remilinder is ;5 or grea.ter1 rn~nd up to·the next whole numU:er)
1 Measured at 4. 5" above grade_
t A tree certified, in a writt~-ri ·report, ;as dead, tsrmt!ullv di~eJsed, d;imag-ed~ or othrHwise dangernu1 to person; or p1operty by ,a liCEnsed
!and><'..Jpe ~rthlt.ect. or ce-rtlfied arhor-ist. and approved by the Citvc
} Critical ::m~as, ~ud:'I a-s Wf!tlal'\ds. str~am;, floodplaJns and protected 1slop~s, an~ d-efined in RMC 4-3-0SO.
r Count Qn!y those trees to.be .ret,aiaed outside of crib cal areas and bi.J_ffers.
:, Thi;:' City rn'1y req\.lfre rno<lific,s1tiori ot t~e trcl)J fl.:'tF;."nti sin-plan tQ em-tire re:ten.tion.-~ the-max.imvm nl-1.mb-er of w:1es-per ~MC 4°4, 13"-0H?:J-
6 When the required number of protected tree:s -cannot be retained; replacement trees, with at least a two~inch (T'J caff per or im ev,ergreen ·alle-a:s.t
s-ix-feet (6') tal!;shall be plarrte:d. See RMC 4,4,130.H.l.e.(ii) fo, protlibited types of replacement trees
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11-16-15
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Acer rubrum 'Bowhall'* Maple 1-1 / 2'' cal Pull and Matchitl(J
Cercidiph4lum jap0r1icum* Katsura 16 5 11 cal Pull and Makhi!Y.1
Install Ciator bacis ( or approved equal) per manufacturer's specifications, Replacement tree, See this set
Acer circinatum* Vine Maple 4 H/ 2 11 cal full and Makhl!Y.1
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~rax japonica* Japanese Snowbell
16 5 11 CALIPrR RrPlACrMrNf fPrr5 RrO' r
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Nandina domestica 'Mom Ba4 1 * Nand1na 19 2 ciall0r1 Pull and Makhitl(J
Miscarithus sinensis* Maiden Cirass 41 2 ciall0r1 Pull and Makhir£1
Berberis thunberciii* Redleaf Barberr4 8 2 ciall0r1 Pull and Matchirci
lavandula anciust1folia 'Hidco!:e'* r!Y.11 ish lavender 24 2 ciall0r1 full and Matchinci
fuon4mUS fortune[ I rmerald n Ciold'* ruonymus 24 2 ciallon full and Makhinci
55% Ardostaph41los uva-ursi* Kinnikinnik As req'd I ciallon Pull and Makhinci/ Plant 50'' o,c,
55% 'Med, Pink' rrica* Heather As req'd I ciallon full and Matchinci/ Plant 50'' o c,
55% 'Bressinciham Rub4' 13ercienia* rlephant rar As req'd I ciallon Pull and Makhinci/ Plant 50 11 o,c,
Plant in ciraups of IS or more
lawn
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mulch down to base of tree, Do not cover trunK of tree
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DESIGNER:
DRAFTING BY:
DATE:
SCALE:
JMV
JMV
11-16-15
AS SHOWN
L~3
SHEET 3 OF 4
f?t:,·,,, f\/L~f"'i
; ,, ... :J
MAY O 5 2016
lAND5CAPr: NOfE:5
1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER
SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK.
2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR
IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555
3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE
BY OWNER.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS
UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS
SPECIFIED BELOW IN THESE NOTES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON
THE DRAWINGS.
6. SU BG RADE IS TO BE WITHIN 1 /1 O" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL
CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER.
7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL.
8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK.
9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS.
10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY
REPLACEMENTS MADE AT ONCE.
A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES
OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL
PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY
UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT.
B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS
SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF
DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL
MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER.
11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE
HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY
IRRIGATION FOR THE FIRST TWO (2) YEARS.
12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES.
STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER.
13. TREES SHALL BE STAKED WITH 2" DIAMETER LODGEPOLE PINE STAKES, OR APPROVED SIMILAR. REMOVE STAKES AFTER 1 YEAR
/;;,~-PRUNE DISEASED AND
BROKEN BRANCHES
PLANT 1 " HIGHER THAN 'F~~""<';::: __.4;;:i1 REMOVE TOP 1 /3 OF BURLAP
IN NURSERY 2" SETTLED DEPTH OF
SPECIFIED MULCH FINISH GRADE~
FINISH GRADE
/:'.J:;'O:''/i,':"4----FERTILIZER TABLETS/SPECS
''ci,.ci+--SPECIFIED AMENDED BACKFILL
COMPACT AND WATER THOROUGHLY
FIRM NATIVE SOIL MOUND
2x ROOTBALL WIDTH
SHRUB PLANTING DETAIL
18" MIN.
NOT TO SCALE
DETAIL
,,..::,_,,,......-----PRUNE DISEASED AND
BROKEN BRANCHES
,,------PLASTIC INTERLOCKING TIES
.,----SPECIFIED TREE STAKE(S)
1~~,..,-
----REMOVE BINDING MATERIAL AND
TOP 1/3 OF BURLAP
,------WATERING BASIN
"---SCARIFY PIT SIDES AND BOTTOM
2x ROOTBALL WIDTH
CONIFERUOUS TREE PLANTING & STAKING DETAIL
NOT TO SCALE
~-PRUNE DISEASED AND
BROKEN BRANCHES
SPECIFIED TREE STAKE(S)--~'\.
INSTALL "TREE BOOT" OR '
"ARBORGARD" IN LAWN AREAS.
,~---CHAIN-LOK TIES
PLANT TREE 1 "-2" HIGHER
THAN IN NURSERY
WATERING BASIN--~
2x ROOTBALL WIDTH
D
~-REMOVE BINDING 1'NINE & TOP
1/3 OF BURLAP.
2" SEITLED DEPTH WITH SPECIFIED MULCH
FERTILIZER TABLETS
(4-21 GRAM-20-10-5)
IN HE.A.If( SOILS, AUGER 8"x6' DEEP
HOLE (OR THROUGH HARDPAN) FILL
WITH CRUSHED ROCK. VERIFY GOOD
DRAINAGE PRIOR TO PLANTING.
NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES
DECIDUOUS TREE PLANTING & STAKlf~G DETAIL
NOT TO SCALE
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DESIGNER: JMV
DRAFTING BY: JMV
DATE: 11-16-15
SCALE: AS SHOWN
L-4
SHEET 4 OF 4
MAY O 5 2016
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OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
A PORTION OF THE SE 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE•
EXISTING UTILITY LDCA TIO NS SHO\./N HEREON ARE
\
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I 1':-:L '
. -)}
APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TD DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TD COMMENCING CONSTRUCTION. NO
REPRESENTATION JS MADE THAT ALL EXISTING UTILITIES
ARE SHO\./N HEREON. THE ENGINEER ASSUMES ND
RESPONSIBILITY FDR UTILITIES NOT SHD\./N DR UTILITIES
NOT SHD\./N IN THEIR PROPER LOCATION.
If (>':' s -, u::;_ E CALL BEFORE YOU DIG: 811
TYPE 3
BARRICADE
--------------
==7'------r;//_· ----· . ---.
I i ; ()4'
6" SANITARY SIDE
SEWER STUB
TYPICAL EACH LOT
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• <51.13
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fol'.'"· f\t,./;\
CONC •
i; 1'" IT· N•d-':i'?_
SCALE:
GEODIMENSIONS
Jo,h;_.)'i
; ; ~i [);; 1},j
SCALE 1---+---------------------t----+---+----J DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED: 1---+--------------------+---+---+----l
REVISION BY DATE APPR AFPRO'IED,
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
EX. ADA RAMP
:;;ur:n'11!'c 20£.0.' {v.J
----~s·':_' _:;::1-.dtL:\! :-~-'-\' ;,: 1 ?,n:--1 \li-i)
NE 6th STREET
EX. ADA RAMP
rn a:ir
CU,1'
0N
NEW WATER SERVICE
TYPICAL
<"j_j w:
'IE: f/EX 1ff71B.li.:"'RAM p
VERTICAL: NAVO 1988
HORIZONTAL: NAO 1983/1991
.,
EXISTING SANITARY SEWER SERIVCE
BY CITY OF RENTON
EXISTING WATER SYSTEM AND HYDRANTS
PROVIDED BY WD #90
EX. ADA RAMP
CITY OF
RENTON
30 0
horizontol scole
Planning/Building/Public Works Dept.
MEAD SHORT PLAT
TUSCANY CONSTRUCTION, LLC
UTILITY PLAN
LUA16-000138
30 60
feet
' 05/05/2016
F1EL0BOOK:
PAGE:
DRA'MNO HO:
SHEET: 1 OF:
MAY O 5 2016
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A PORTION OF THE SE 1/4, SE 1/4, SECTION 10, TOWt~SHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE:
EXISTING UTILITY LOCATIONS SHOVN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TD COMMENCING CONSTRUCTION, ND
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOVN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOVN OR UTILITIES
NOT SHOVN IN THEIR PROPER LDCA TIDN,
G-811(: tKti 1f/0:t>S·J
Cd
NE
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
' PHONE: 425-260-3412
' CONTACT: DARRELL fFFE, P.E.
:::) a
0
I
' 1,.50%
TYPE 3
BARRICADE
EX. ADA RAMP
1.50% --... -
I
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6" LOT STORM
STUB (TYP.)
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STORM STUBS
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; i
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t·,
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GEODIMENSIONS
l----+-------------------1----c'--+--+-----I DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED: l----+-------------------1---+--+-----I
REVISION BY DATE APPR APPllOVEo,
,~
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
EX. ADA RAMP
'.)H;:·)1'1(:J''r'. ;r,;<?,Dt/ (V)
----~."--r>_..:.ccr::-:n'>;Y::;s-'H :Zit.GU' (u;,;:
NE 6th STREET
p
NEW STORM=449.20-450.20 12"
EX. SEWER=447.32-448.00, 8
LF., 12" SD@S=0.50%
\IEfrrlCAL: NA.Vil 1988
HORIZONTAL: NAO 1983/1991 CITY OF
RENTON
CALL BEFORE YOU DIG: 811
STORM WATER TRACT OWNED BY HOA
EASEMENT TO CITY OF RENTON FOR VAULT MAINTENANCE
STORM WATER VAULT
DIRT =456.60
TOP OF LID=456.00
OVERFLOW=454.36, 12"
IE(OUT)=449.36, 12"
IE(IN)=448.36, 12"
FLOOR CELL # 1 =445.86
FLOOR CELL #2=448.86
VOLUME REQUIRED: 14,190 CUBIC FEET (DETENTION)
VOLUME PROVIDED: 14,400 CUBIC FEET
VOLUME REQUIRED: 3,780 CUBIC FEET (WATER QUALITY)
VOLUME PROVIDED: 4,032 CUBIC FEET
30 0
horizontoJ sco.le
MEAD SHORT PLAT
TUSCANY CONSTRUCTION, LLC
DRAINAGE PLAN
Planning/Building/Public Works Dept. LUA 16-000138
30 60
feet
05/05/2016
FIB..DBOOK:
PAGE:
DRAWING NO:
SHEET: 1 OF: 1
MAY O 5 2016
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A PORTION OF THE SE 1/4, SE 1/4, SECTION 10, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTE:
EXISTING UTILITY LDCA TIDNS SHD'w'N HEREON ARE
2%
5' SIDEWALK
8' LANDSCAPE STRIP
13.5'
(NORTH)
29.5' R/W
7'
2%
NE 6th
EX. FL.OW
w z
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01 °' ow
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21.0' R/W
16' 1 6'
26.5' ASPHALT
rn 12~
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w
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VERT. CURB &
SECTION C-C
NEW SAW CUT LINE
4" MIN. CLASS "B" ASPHALTIC CONCRETE
PAVEMENT-2-2" LIFTS REQUIRED
6"MIN. CRUSHED SURFACING TOP COURSE
CRUSHED SURFACING BASE COURSE TO BE
DETERMINED BY FIELD CONDITIONS BY
GEOTECHNICAL ENGINEER.
NE 5th PLACE
N. T. S.
OFFE ENGINEERS
13932 S0U1HEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
\
\
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t---,-,-------------1;\\ <:: .(.:
SURVEYED:
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0~£P N"'-'-+C
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1; \'/(>" ~--«:'>-1:
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GEO DIMENSIONS
----+-----------------·-+----+---+---< DESIGNED:
SCALE
D.L OFFE, P.E.
OAAWN:
D.L. OFFE, P.E. ONE INCH
EX. ADA RAMP
,,,,. ::;;i,rr';z;';: 242.•>i' {,v"'i
----~::_!' _:_:::Nc:,·g;:;-;fo ';'i £\.j' C;' {! \i)
B
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NE 6th STREET
ADA RAMP
\'\'.
' ' Ex':'"110A RAMP
1/ERTlCAL; NAVO 1981!
HORIZONTAL.; NAO 1963/1991
2%
5' SIDEWALK
LANDSCAPE STRIP
VARIES
(SOUTH)
VARIES
VERT. CURB &
GUTIER
13.5'
2%
SECTION
(WEST)
29.5' R/W
6'
2%
5' SIDEWALK · ·· . ... . .
8' LANDSCAPE STRIP_/ /
V[RT. CURB &
APPROXIMATE DNL Y. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TD DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TD COMMENCING CONSTRUCTION, ND
REPRESENT A TIDN IS MADE THAT ALL EXISTING UTILITIES
ARE SHD'w'N HEREON. THE ENGINEER ASSUMES ND
RESPONSIBILITY FDR UTILITIES NOT SHD'w'N DR UTILITIES
NOT SHD'w'N IN THEIR PROPER LDCA TIDN.
CALL BEFORE YOU DIG: 811
w
il!I w f-z (/] :J
.cl"' ~w
<D f-z WW zo (NORTH)
21.0' R/W
VARIES 16'
14' ASPHALT
2% (EXISTING)
A-A
SAW CUT LINE
4" MIN. CLASS "8" ASPHALTIC CONCRETE
PAVEMENT-2-2" LIFTS REQUIRED
6"MIN. CRUSHED SURFACING TOP COURSE
CRUSHED SURFACING BASE COURSE TO BE
DETERMINED BY FIELD CONDITIONS BY
GEOTECHNICAL ENGINEER.
NE 6th STREET
N. T. S.
w z
~lw
[L ~
_J
01"' uW
<( f-s: z
_J w _u (EAST)
19.0' R/W
16' 14'
26.5' ASPHALT
1 (EXI TING) l\''''h~, ..
\SAW CUT LINE
2" GRIND AND OVERLAY
4" MIN. CLASS "B" ASPHALTIC CONCRETE
PAVEMENT-2-2" LIFTS REQUIRED
6"MIN. CRUSHED SURFACING TOP COURSE
CRUSHED SURFACING BASE COURSE TO BE
DETERMINED BY FIELD CONDITIONS BY
GEOTECHNICAL ENGINEER.
SECTION B-B ILWACO PLACE NE
EX. ADA RAMP
CITY OF
RENTON
N.T.S.
30 0
ho,izonto.l sco.le
30 60
feet
05/05/2016
flELD800K:
PAGe
DRAWING HO:
CHECKED: AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
MEAD SHORT PLAT
TUSCANY CONSTRUCTION, LLC
STREET WIDENING PLAN
LUA 16-000138
REVISION BY DATE APPR APPROl>EO. 5HEEr: 1 ""' 1
MAY O 5 2016
CITY OF RENTON
PRELIMINARY SHORT
SUBDIVISION
LUA16-000138
A PPRO X. LOCATION -----
NOT SHOWN ON
UTILITY MAP
INL
RIM=4 5 6.02
IE 18" CPEP E=449 .44
IE 18" CPEP N =449.52
INL ILWACO AVE Ne -----
RIM =455.25
INL
IE 12"
Rlti.1=4 55.64 '"-
CPEP N=451.82 FD MIC _,,.-"-'-"·
CONC MON W/BRASS DISC I c~ -:,
ON 0.55 ' /f,\ '"' . "s,i i,
20 • -0
I -IN FEET )
i' inch = 20
10 20
: :
ft.
TOPOGRAPHIC SURVEY
METHOD OF SURVEY:
INSTRU MEN TATION FOR TH IS SURVEY WAS A TRIMBLE
EL ECTRONI C DISTANCE MEAS URING UNIT. PROCEDURE S
USED IN THIS SURVEY WERE DIRECT AND REVERSE
ANGLES, NO CORRECTION NECESSARY. MEETS STATE
STANDARDS SET BY WAC 332-13D-090.
UNDERGROUND UTILITIES:
BURIED UTILITIES SHOWN BASED ON RECO RDS
FURNISHED BY OTHERS AND VERIFIED WHERE_ POSSI BLE
IN THE FIELD. GEODIMENSIONS ASSUME S NO LIABILITY
FOR THE ACCURACY OF THOSE RECORDS OR ACCEPT
RESPONSI BILITY FOR UN DERG ROUND LINES WHICH ARE
NOT MADE PUBLIC RECOR D. FOR TH E FINA L LO CATI ON
OF EXISTIN G UTILITIES IN AREAS CRITICAL TO DESIGN
CONTACT THE UTILITY OWNER/AGENCY. AS ALWAYS,
CALL 1-800-424-5555 BEFORE
CONSTRUCTION.
VERTICAL DA TUM:
NAVO 88 PER CITY OF RENTO N CONTROL PT 1852
BASIS OF BEARINGS:
SOUTH LI NE OF SE QUARTER
N88'21 '09"W PER KCAS
OF SEC. 1 D BEARS
DI 12"
IE=46 0 .26
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8" COc!C NW/S
CTR CHAN =449.19
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CONC MON W BRASS DIS C'>_
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GRAVEL
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APPROX. LOCATIO N
PER UTILITY MA P
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EDGE OF ASPHALT
CONCRETE CURB
CONIFER OUS TREE
DECID UO US TREE
ELECTRICAL HAND HO LE
FOUND SU RFACE fAONUMENT
F OUND MON UM ENT IN CASE
FENCE LINE (CHAIN LINK)
FENCE LINE (WOOD)
FIRE HYDR AN T
LIGHT POLE
MAINTENANCE HOLE
POWER POLE
POWER TRANSFORolER
REBAR FOUND
STORMDR AIN INLE T
TELEPH ONE PEDESTA L
WATER VALVE
------\./ _____g_~--\,/ --------"o
\/---\;p"/J,!) --v--\/ --,-,------l,.j ---···--\;)-••••••-\j --··"-\/--•••••••• \{II ---" \,/---
X
142ND AVE SE (HOQUIAM AVE)
NW COR, NE 1/4, SW 1/4, SE 1/4
SEC 10-23-5
I lf,1=460. 78 '\
0 IE 12" CP P S==456.48 6',s
Q_
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THE EAST ONE HALF OF TH E WEST 330 FEET OF THE NORTH 330
FEET OF THE NORTHEAST QU ARTER OF THE SOUTHWE ST QUARTER OF
THE SOUTHEA ST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH,
RANG E 5 EAST , W.M., IN KING COUNTY , WASHINGTON;
AN D THE NORTH 30 FEET OF THE WEST ONE HALF OF THE WEST 3 30
FEE T OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE
SO UTHWEST QU ARTER OF TH E SOUTHEAST QUARTER OF SECTION 1 D,
TOWNSHIP 23 NORTH, f!ANGE 5 EAST, W_M., IN KING COU NTY,
WASHINGTON.
TITLE REPORT EXCEPTIONS
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NO'FJ'56"E 1317.64' (HB)
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PROJECT DATA
OWNER:
L AVERNE MEAD
104 BURNETT AVE S. #207
RENTON, WA 98057
APPLICA NT:
BOB WENZL
TUSCANY CONSTRUCTION, LLC
49 33 NE 8TH ST
RENTON, WA 98059
206-7 14-6707
SIT E ADD RESS:
5 22 HOQUI A M AVE NE
RENTON, WA
TAX PARCEL NUMBER:
102305-9230
ZONING:
R-B
SURV EYOR:
GEO DIMENSIONS, INC.
108 01 MAIN ST , STE 10 2
BELLEVUE. WA 98004
425-458-4488
CONTACT-ANDY McANDREWS
ENGINEER:
OFFE ENG INEERIN G, PLLC
13932 SE 159 TH PL
RENTON, WA 98058
425-260-3142
CONTACT-DARRELL OFFE
PROPOSED LOTS: 7
AREAS:
TOTAL SITE = 58,519 SF (1-34 ACRES)
PROPOSED R/W DEDICA TION = 15,4 40 SF
PROPOSED TRACTS = 7 ,503 SF
PROP OSED LOT S= 35,576 SF
TRACT USES:
TRACT A STORM WATER TREATME N T
TRA CT B = PU BLIC AL LE Y
BUILDING SETBACKS:
FRONT = 15 '
REAR = 20'
SIDE = 5 ' (STR EET SID E 15')
SURFA CE BRASS DIS C__,//\
(COR PT 1852) I \
FD 1-1/2"ALUMIN UM
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1 OF 2
CITY OF RENTON
PRELIMINARY SHORT
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LUA16-000138
ILWACO AVE NE
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N0"10'56'"E 346. 12' (HB)
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142ND AVE SE (HOQUIAM AVE)
NW COR, NE 1/4, SW 1/4, SE 1/4
SEC 10-23-5
so·10'52"W 1326.44' 13ETWEEN MONS(M) 1322'58' (c)
Noo·11'05" 1322.63' (LM) TO PLAT TIE
so·1o·s2"w 1317.5B' (C) TO SUBDIVISION LINE
N0'10'56"E 1317.64' (HB)
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DENSITY CALCULATIONS:
GROSS AREA -58.519 SF
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PUBLIC ROAOWAY:
PUBLIC ALLEY
CRITICAL AREAS
EXCLUDED AREAS:
NET AREA:
NET AREA: (ACRES)
DWELLING UNITS:
NET DENSITY:
PROPdsrn
29.5' R/w--
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.....--N88"21'18"W
4.96' CALC
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N0"10'52"E
13.51' CALC
(N0"10'56"E 13.30 HB)
15,440 SF
2,391 SF
0 SF
17,831 SF
40,688 SF
0. 934 ACRES
7 LOTS
7.5 DU/ACRE
PROJECT DAT A
OWNER:
LAVERNE MEAD
104 BURNETT AVE S, #207
RENTON, WA 98057
APPLICANT:
BOB WENZL
TUSCANY CONSTRUCT/ON, LLC
4933 NE 8TH ST
RENTON, WA 98059
206-714-6707
SI TE ADDRESS:
522 HOQUIAM AVE NE
RENTON, WA
TAX PARCEL NUMBER:
102305-9230
ZONING:
R-8
SURVEYOR:
GEODIMENSIONS, INC.
10801 MAIN ST, STE 102
BELLEVUE, WA 98004
425-458-4488
CONTACT-ANDY McANDREWS
ENGINEER
OFFE ENGINEERING, PLLC
13932 SE 159TH PL
RENTON. WA 98058
425-260-3142
CONTACT-DARRELL OFFE
PROPOSED LOTS: 7
AREAS:
TOTAL SITE -58,519 SF (1.34 ACRES)
PROPOSED R/W DEDICATION~ 15,440 SF
PROPOSED TRACTS-7,503 SF
PROPOSED LOTS-35,576 SF
TRACT USES:
TRACT A -STORMWATER TREATMENT
TRACT 8 -PUBLIC ALLEY
BUILDING SETBACKS:
FRONT -15'
REAR -20'
SIDE -5' (STREET SIDE 15')
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4/29/16
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SCALE: 1"= 20'
2 OF 2
CITY OF RENTON
PRELIMINARY SHORT
SUBDIVISION
LUA16-000138
FD MIC, CONC MON
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JERICHO AVE NE
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METHOD OF SURVEY:
INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE
ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES
USED IN THIS SURVEY WERE DIRECT AND REVERSE
ANGLES, NO CORRECTION NECESSARY. MEETS STATE
STANDARDS SET BY WAC 332-130-090.
UNDERGROUND UTILITIES:
BURIED UTILITIES SHOWN BASED ON RECORDS
FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE
IN THE FIELD. GEODIMENSIOflS ASSUMES NO LIABILITY
FOR THE ACCURACY OF THOSE RECORDS OR ACCEPT
RESPONSIBILITY FOR UNDERGROUND LINES WHICH ARE
NOT MADE PUBLIC RECORD. FOR THE FINAL LOCATION
OF EXISTING UTILITIES IN AF<EAS CRITICAL TO DESIGN
CONTACT THE UTILITY OWNER/AGENCY. AS ALWAYS,
CALL 1-800-424-5555 BEFORE CONSTRUCTION.
VERTICAL DATUM:
NAVO 88 PER CITY OF RENTON CONTROL PT 1852
BASIS OF BEARINGS:
SOUTH LINE OF SE QUARTER OF SEC. 10 BEARS
N88'21'09"W PER KCAS BETWEEN FOUND MONUMENTS
REFERENCES:
(M) MEASURED
(C) CALCULATED
(COR) CITY OF RENTON
(KCAS) KING COUNTY CONTROL SURVEY SUB DIVISION SHEET
(LM) PLAT OF LANGLEY MEADOWS, VOLUME 253, PAGES 20-26,
RECORDS OF KING COUNTY, WASHINGTON.
(HB) PLAT OF HONEY BROOKE, DIV. 3, VOLUME 227, PAGES
36-40, RECORDS OF KING COUNTY, WASHINGTON.
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SURVEY LEG END
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CONCRETE CURB
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LEGAL DESCRIPTION:
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THE EAST ONE HALF OF THE WEST 330 FEET OF THE NORTH 330
FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF
THE SOUTHEAST QU.\RTER OF SECTION 10, TOWNSHIP 23 NORTH,
RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON;
TOGETHER WITH THE NORTH 30 FEET OF THE WEST ONE HALF OF THE
WEST 330 FEET OF THE NORTH 330 FEET OF THE NORTHEAST
QUARTER OF THE ~J)UTHWEST QUARTER OF THE SOUTHEAST QUARTER
OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING
COUNTY, WASHINGTON.
TITLE REPORT E)(CEPTIONS
(FIRST AMERICAN TITLE INSURANCE COMPANY CO~IMITMENT FILE NO.
4243-2533308, DATED SEPTEMBER 22, 2015.)
8. RIGHT TO MAl<E 11ECESSARY SLOPES FOR CUTS OR FILLS UPON
SAID PREMISES FOR HIGHWAY PURPOSES AS GRANTED BY DEED
UNDER RECORDING f·JO. 3042080. "NOTED ON MAP"
9. EASE"IENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDING INFORMATION: 347794
FOR PERPETUAL E/\SEMENT "NOT PLOTTED -AS CONSTRUCTED 1 o·
WIDE STRIP"
10 COVENANTS, COIIDITIONS AND/OR RESTRICTIONS CONTAINED IN
THE FOLLOWING INSTRUMENT:
EXECUTED BY: EVEfH W. PETERS
RECORDED: JANUARY 13, 1961
RECORDING NO : 5241538
AND MILDRED J. PETERS
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VICINITY f/lAP NTS
PROJECT DATA
OWNER:
LAVERNE MEAD
104 BURNETT AVE S,
RENTON, WA 98057
APPLICANT:
BOB WENZL
#207
TUSCANY CONSTRUCTION,
4933 NE 8TH ST
RENTON, WA 98059
206-714-6707
LLC
SITE ADDRESS:
522 HOQUIAM AVE NE
RENTON, WA
TAX PARCEL NUMBER:
102305-9230
ZONING:
R-B
SURVEYOR:
GEODIMENSIONS, INC.
10801 MAIN ST, STE 102
BELLEVUE, WA 98004
425-458-4488
CONTACT-ANDY McANDREWS
ENGINEER:
OFFE ENGINEERING, PLLC
13932 SE 159TH PL
RENTON, WA 98058
425-260-3142
CONTACT-DARRELL OFFE
PROPOSED LOTS 7
AREAS:
TOTAL SITE ~ 58,519 SF (1.34 ACRES)
PROPOSED R/W DEDICATION~ 15,440 SF
PROPOSED TRACTS-7,503 SF
PROPOSED LOTS~ 35,576 SF
TRACT USES:
TRACT A ~ STORMWATER TREATMENT
TRACT B ~ PUBLIC ALLEY
BUILDING SETBACKS:
FRONT -15'
REAR ~ 20'
SIDE -5' (STREET SIDE 15')
SURFACE BRASS DISC_.....//\
( COR PT 1852) I \
RECEIVED
MAY 2 0 2016
CITY OF RENTOI\I
PLANNING DIVISION
£--JI
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PER REC. NO. 3042080 ,,
,'.'/7
142ND AVE SE (HOQUIAM AVE)
NW COR, NE 1/4, SW 1/4, SE 1/4
SEC 10-23-5
WEST LINE OF WEST 330 7
OF NE 1/4, SW 1/4, SE 1/4
(HELD FOUND MONUMENTS)
o_
Q_
S0'10'52"W 132644' BETWEEN MONS(M) 1322'58' (c)
NOO'l 1'06" 1322.63' (LM) TO PLAT TIE
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FD MIC
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CITY OF RENTON CONTROL LINE NS8'21'09"W 660.68' (M)
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JOB NO.: 140583
DATE: 4/29/16
DRAFTED BY: TLR
CHECKED BY: EJG/SRM
SCALE: 1"= 20'
1 OF 2
CITY OF RENTON
PRELIMINARY SHORT
SUBDIVISION
LUA16-000138
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so·10'52"W 1326.44' BETWEEN MONS(M) 1322'58' (C)
~ ND0'11'06" 132263'.J.!:M) TO PLAT TIE
142ND AVE SE (HOQUIAM AVE)
NW COR, NE 1/4, SW 1/4, SE 1/4
SEC 10-23-5
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GROSS AREA ~ 58,519 SF
PUBLIC ROADWAY:
PUBLIC ALLEY
CRITICAL AREAS
EXCLUDED AREAS:
NET AREA;
NET AREA: (ACRES)
DWELLING UNITS;
NET DENSITY:
15,440 SF
2,391 SF
0 SF
17,831 SF
40.688 SF
0.934 ACRES
7 LOTS
7.5 DU/ACRE
PROPtsrn
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4.96' CALC
N0"10'52"E
13.51' CALC
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PROJECT DATA
OWNER:
LAVERNE MEAD
104 BURNETT AVE S, #207
RENTON, WA 98057
APPLICANT:
BOB WENZL
TUSCANY CONSTRUCTION. LLC
4933 NE 8TH ST
RENTON, WA 98059
206-714-6707
SITE ADDRESS:
522 HOQUIAM AVE NE
RENTON. WA
TAX PARCEL NUMBER:
102305-9230
ZONING:
R-8
SURVEYOR:
GEOOIMENSIONS, INC.
10801 MAIN ST, STE 102
BELLEVUE. WA 98004
425-458-4488
CONTACT-ANDY McANDREWS
ENGINEER:
OFFE ENGINEERING, PLLC
13932 SE 159TH PL
RENTON, WA 98058
425-260-3142
CONTACT-DARRELL OFFE
PROPOSED LOTS: 7
AREAS:
TOTAL SITE ~ 58.519 SF (1.34 ACRES)
PROPOSED R/W DEDICATION~ 15,440 SF
PROPOSED TRACTS~ 7,503 SF
PROPOSED LOTS~ 35,576 SF
TRACT USES:
TRACT A ~ STORMWATER TREATMENT
TRACT B ~ PUBLIC ALLEY
BUILDING SETBACKS:
FRONT ~ 15'
REAR ~ 20'
SIOE ~ 5' (STREET SIDE ~ 15')
RECEIVED
MAY 2 0 2016
CITY OF RENTON
PLANNING DIVISION
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140583
4/29/16
BY: TLR
BY: EJG/SRM
1 "= 20'
OF 2