HomeMy WebLinkAboutExhibit 5 - Planning Plans A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. N s
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N87°114 la"w / ����� / LTt ofAr7in tan PROJECT INFORMATION w
f�"Y re, 393.90' Tribes 0 Tax Parcel Numbers 310525-002-006-00,31 0526-001-001-00,
!4' 310526-001-002-00,3 1 0526-001-022-00,
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t.•�F 310526-001-02300
Total Area 1,405371 sf 13226 acJ 0
GPP Desgnafion RULC IRes dent al Ultra Low
tt Zoning:
T� • D : ,y� `� Y', '.1 f TribesCapacl'"PN Overlay
310526ao1 o07-00 f•' �, T y + �, 310J2S022 o0800 Existing Zoning RULC(Resldential Ultra Low Capacity)
,.t }_ w +<r:• 310J2600/X,701 o \•1 USA/n r�slf 1ne S/O/aguom/;h b@e MPN Overlay
- Y - A'now�Addess Existing Land Use Single Fa m ly Residential
t 190E U2ndJt NE r A �4 Adhgt n WA 99z2] Proposed Land Use Single Family Residential g
E'Y' • A�s1 1-WA 98223 -•r' •}. �~a w� "s _. Number of Lots 171 Lots a
iiiFFFF��� -"W � i "_ 'C •��� f- h _ _ Average Lot Size 3,756 sf a
3 Smallest Lot 3,600 Sf sf 3
'c COVER SHEET(EAST OF 79TH AVE.NE) 0 100, 200' Net Lot Density 8 du/ac ` a
r LOCAL SERVICES O _m
Scale:1"=100' m
Sewage Disposal: City Of Arlington Sewer Service w
Wafer District: City Of Arlington Wafer Services
U School District: Arlington District#16 ) g
Fire District: North County Regional Fire o
Authority -
Post Office: Arlington Post Office N
Electric: Snohomish County PUD v
Phone: Ziply Fiber
Cable: Comcast
Gas: Cascade Natural Gas/PSE*
*Cascade Supplies the Gas to
o PSE Service Area
o SURVEYOR CONTACT PERSON SITE ADDRESS
E North Peak Associates LLC Land Technologies Inc. 8014,8118,8210,8326 172nd
o Steven C.Berg,PLS Merle Ash St.NE
17270 Woodinville Redmond Road NE, 18820 3rd Ave.NE Arlington,WA 98223
Suite 705 Arlington,WA 98223
c Woodinville,WA 98072 360.652.9727
4 206.601.4682 merle@londfechway.com
0
ENGINEER APPLICANT SHEET
CALL AT LEAST 2 Tyler S.Foster,P.E. 11400 SE 8th Street,Ste 200 P 1 of P 13
Land Technologies,Inc. MJS Investors
BUSINESS DAYS 188203rd Ave NE Bellevue,WA 98004 24s36
Arlington,WA 98223 425.559.2726
BEFORE YOU DIG 360.652.9727
1-800-424-5555 wa tyler@landtechy.com 26-0104
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LEGEND A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.
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SOILS EXISTING CONDITIONS MAP (EAST OF 79TH AVE.N.E.) 100, zoo'
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McKenna Gravelly Silt Loam I
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Compact Fill Area to 95%Modified Proctor
c SHEET
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BUSINESS DAYS
24.36
BEFORE YOU DIG
1-800-424-5555 26-0104
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I p � \ A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH,RANGE r � � � ` NE
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VICINITY MAP 0 3 ra 197 SCALE 1"-1000' DO
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a ° a tl o N o 40o LEGAL DESCRIPTION
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g3q r� o LOT 1 OF LARGE TRACT SEGREGATION RECORDED UNDER RECORDING NS 9P 31 NORTH,
BEING A PORTION.M THE
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ojjiu NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.;
�S C I a f o-f-53 EXCEPT ANY POTION WITHIN COUNTY ROAD KNOWN AS 172ND STREET NE;
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'i SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. m
7808/72ndJ F. 3`� b° ar,s 61 __- _ _ _ do 9E 3,600 sf 404 31052600102300 o y z
-- - o : �, LOT 6,LARGE TRACT SEGREGATION RECORDED UNDER RECORDING NO.9003160385,BEING A PORTION OF THE
`�/YlasterP/anne�d li M v o M -I 8 8 "' ram _ NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.,IN s S
i -"rz aSe "Jr JJJ o°; °S o,p o g o Q g g _ 3,60o sf y '406 SNOHOMISH COUNTY,WASHINGTON; �'AL LAB
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esldenti - LOT 5,LARGE TRACT SEGREGATION RECORDED UNDER RECORDING NO.9003160385,BEING A PORTION OF THE
pen 63 55'f Lo�155 rr• a l NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.,IN
�. -mm `__J~_ �= { ery s 4.005 sf 9 A...3a sf II , SNOHOMISH COUNTY,WASHINGTON, vp
0o AM I WA 98223 0II \��� O 3;696sf li
- ----- MasterPJ PARCEL B: < a
meat rE so 'f ��-��mbo d a
E/ecMco/E eM _ o 1 AN EASEMENT FOR INGRESS,EGRESS AND UTILITIES AS SHOWN ON REAL ESTATE CONTRACT RECORDED UNDER
Neighborhood(MP g
q!z RECORDING N0.9306040107 AND DESCRIBED AS FOLLOWS:
LAND DISTURBING AREA Resideodal tl/ Low THE EASEMENT 352.00 FEET OF THE WEST 898.00 FEET OF THE SOUTH 60.00 FEET OF THE NORTH 800.00 FEET OF SAID o
Total Site Area 1,405,371 sf (32.26 act ,- 9 o mo C �- > ,. _ a Cit RUL NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.; w'm g ><>
l 1,o a.lo7sf :EiP3 y( ) r Q o 0 0
Land Disturbin Activity m¢ Z i
9 � o'--,1� >ty TOGETHER WITH THE EAST 60.00 FEET OF THE WEST 606.00 FEET OF THE NORTH 740.00 FEET OF SAID NORTHEAST w z O d O
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Area of Drsturbance Onsite 1,064,7035f N h i 4 as , m °'O a om a �- \ -- } 3,9g7s1 i > QUARTER OF THE NORTHEAST QUARTER; w ¢5n<
Area of Disturbance in 61,374 sf d Ir a 1 \%q
Critical Area } 1N 6° 9 1" --- w o /\o$°' �I i. /.r tO1q n EXCEPT COUNTY ROAD. U
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Zemn _ , rr ; - 3/asz cow co 310526001DO100
Site Grading �'' �41 � � terP/ � � `ao qs � m�oguamun rnae oft do /
Cut 32,000 cy 94/0/ d3/NE LOT 7,LARGE TRACT SEGREGATION RECORDED UNDER RECORDING NO.9003160385,BEING A PORTION OF THE
Fill 6,000 cy PaC �/tt/Lrq C%ghbOl ( "> "'P J AAngi n,WA 99223 NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.,IN
SNOHOMISH COUNTY,WASHINGTON; 3
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to Jh 7�K R CaP`# (/ZU 3/0526-00/-020-0D ° I $N , - \ _ EXCEPT ANY PORTION WITHIN COUNTY ROAD KNOWN AS 172ND STREET NE. w
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y+ [ c I � I THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OFTHE NORTHWEST QUARTER OF SECTION 25, < Z
RIWZf1�.an+ Y� TOWNSHIP 31 NORTH,RANGE 6 EAST,W.M,IN SNOHOMISH COUNTY,WASHINGTON; 3
406 '' cL prb � �+ � x
416 �� EXCEPT THEREFROM ANY PORTION WITHIN 172ND STREET NE(SISCO HEIGHTS ROAD). as Oc
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SLOPE ANALYSIS - --- ----- - - I ''act "+ "+ I "f� ° DATUM&BENCHMARK z a
Slopes vary across the site,with the steepest slopes(up a r 1 z + + �d e DATUM B H y
to-%)in the NW portion of the site.Slopes typically - 3105 1-021-00 1� A - p + ,+ + I ` NAVD 88(NGVD 29=NAVD 88-3.71) CL
range from 0 to 8%.Average slope s 5%.Ste slopes �'ty� Uns/dr/ &S n i + + -O
I` _ r, "" CAPA"" Do° `;' BENCHMARK '�p
ItiB 79MA✓e.NF. i + +
generally downward from the SE to NW. I I I
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I I Ate' /On.WA A422 30R ., d(2SO77 e/nenl I� -46 Trutt �' ` 1 ° v VERTICAL BENCHMARK r7s
AFK/473077 �a f
There are no indications of unstable slopes on the site. E.30 o.N.77O nc-aremen/ +' q e �'Py.° r,-, WSDOT BENCHMARK cS m
A.FF91-1020302 4 New We} nd � Jam' MONUMENT ID:3325 DESIGNATION:EMENTE1 INTO
Slope analysis based on T.I.N.triangle slopes of the LiDAR Ex.30'/rx�ett£ ssondUl7ryEosemen '�� a THE MARK IS A WSDOT BRASS DISK CEMENTED INTO A DRILL HOLE AND SET LEVEL WITH THE CONCRETE SURFACE. N z
A nl EXcavaY n ��J ' / - �. o�� +' IT IS LOCATED IN THE NORTHEAST QUADRANT OF THE SR 531 INTERSECTION WITH 51 ST AVENUE NE NEAR THE J m O
surface: / A.F.K77A9/80/20,9/0 4190759andflxHl 29 `q1a�!� °Uo ? SOUTHERLY END OF A CONCRETE SIDEWALK,15.3 METERS @ 80 DEGREES FROM THE APPROXIMATE CENTERLINE OF `9 w_ _ 51ST AVE NE. Z
Range Area Area Percent r I A a I S + + Wetla4Ib)4 P�'' (I ELEVATION=125.06' m Q
0%-5% 952,977 sf (21.88 ac) 67.8% I w + c+ r,Pj 9 Y;4 O �} ° o O
5%-10% 310,550sf (7.13ac) 22.1% I I �' - --- - - I - -\I\ :-� • C�„/ _ Qo °9 SURVEY NOTES m z J
10%-1s% 15,ao7 sf (1.96 ac) 6.1% 168th St. Q° - + D
15%-33% 38,590 sf (0.89 ac) 2.7% w + 1. - a
14'1 I _ O I p a PROJECT INFORMATION
33%+ 17,847 sf (0.41 ad 1.3% H4.3 E.�. C}`ty ofArlin ton IJ A -- _ <
Total 1,405,371 sf _ ZO s 9 4 ohomish O fy _- - = Tax Parcel Numbers 10526-001-022-00,
_ I b(`. 310525002-006-00,310526-001 001 00,
➢v tiL _ 07-' I 310526 001 023 00 3
7 ^^
R 9 °31 /-007-00 Iv87'14 14 W 7� el f0
393 90 Total Area 13405,371 sf(32.26 act }
VEGETATIVE ANALYSIS woo me, g' v.a_ N89 10' "W 3p g6' Tn o GPP Designation RULC(Residential Ultra Low
EXISTING: P 1fl9B 172 g Rz,- �4ia g poe 'OP41o=- 1 oJ n�a✓b J /df25�2LbB- CapaCfy)MPN Overlay Q
Forested areas 1,358,327 sf 31.18 ac 0 i i n,w # o p p_ pj2 ZO- a T/!a /ag misMri�Se Existing Zoning RULC(Resdenhal UHra Low Capacity)
( I `g (( 1t (��'� C o C p g• 4l6 -Un.Fiw�ddU MPN Overlay P YI Z
Building&Gravel areas 47,044 sf (1.08 act '\u a� Jj` \ p o Or�U T17bCS Ate'qWA 9B Q m Existing Land Use Single Family Residential C
Total 1,405,371 sf (32.26 ac) ` c, �n _ �-`�j ` o "c V r _ C7 Proposed Land Use Single Family Residential
PRELIMINARY PLAT PLAN EAST OF 79TH AVE.N.E. 0 100, 200' Number of Lots 171 Lots J
PROPOSED: ( ) Average Lot Size 31756 sf W
Landscaped areas= 1,070,771 sf (24.58 act USABLE OPEN SPACE(AMC 20.44.032(f)iy) TRACT DESIGNATION SITE AREA ANALYSIS Scale:I"=100' Smallest Lot 3,600 Sf sf
Grass Site Area of Pending Area(GSA) 1,405,371 sf(32.26 ac) Tract 999-CAPA Open Space 321,034 sf(7.37 ac) Gross Site Area of Pending Project 1,405,371 sf(32.26 ac) 100.0% Net Lot Density 8 Du/ac
1.
Building&Driveway areas= 334,600 sf (7.68 act LOCAL SERVICES 53
o Total= 1,405,371 sf (32.26 ac) Native Growth Protection Area(NGPA) 335,473 sf(7.70 ac) Tract 998-CAPA Open Space 4,174 sf(0.10 ac) Area to be Dedicated as ROW 238,935 sf (5.49 ac) 17.0%
Required Usable Open Space(RUOS)=0.1'(GSA-NGPA) 106,990 sf(2.46 ac) Tract 997-CAPA Open Space 10,266 sf(0.24 ac) Area in Lots 642,328 sf(14.75 ac) 45.7% Sewage Disposal: City Of Arlington Sewer Service <
a Proposed Usable Open Space(RUOS) 124,320 sf(2.85 ac) Area in Tracts 524,107 sf(12.03 ac) 37.3% Water District: City Of Arlington Water Services 3
3 School District: Arlington District#16 i d
Tract 996-79th Private Road in Contract 7,290 sf(0.17 ac) Total 1,405,371 sf(32.26 ac) 100.0% Fire District: North County Regional Fire '
o AMC 20.72.130 NUMBER OF Authority °--'
Tract 995-Residential Usable Open Space,Stormwater Mgmt 12,567 sf(0.29 ac) Post Office: Adington Post Office to m
E PARKING SPACES REQUIRED IMPERVIOUS AREAS
Tract 994-Residential Usable Open Space,Stormwater Mgmt 19,535 sf(0.45 ac) Electric: Snohomish County PUD (D
.I Lots Proposed 171 Loh New Road Pavement Area(Onsite) 132,490 sf(3.04 ac) 9.4% Phone: Ziply Fiber > g
Tract 993-Residential Usable Open Space,Stormwater Mgmt 5,882 sf(0.14 ac)
2 Parking Spaces per Lot Required New Road Pavement Area(Dedicated Frontage) 16,730 sf(0.38 ac) 1.2% Cable: Comcast
Tract 992-Residential Usable Open Space,Stormwater Mgmt 19,081 sf(0.44 ac)
rl Required Provided New Driveway Area 71,439 sf(1.64 ac) 5.1% Gas: Cascade Natural Gas/PSE' - v,
Base 342 342 in driveways Tract 991-Residential Usable Open Space 1,758 sf(0.04 ac) New Roof Area 299,250 sf(6.87 ac) 21.3% 'Cascade Supplies the Gas to N
Tract 990-Residential Usable Open Space,Stormwater Mgmt 63,155 sf(1.45 ac) PSE Service Area
r Guest 0 o New Sidewalk Area(Onsite) 59,590 sf(1.37 ac) 4.2% <
Total Parking 342 342 Tract 989-Residential Usable Open Space,Stormwater Mgmt 2,342 sf(0.05 ac) New Sidewalk Area(Dedicated Frontage) 7,441 sf(0.17 ac) 0.5% L
All Parking Spaces are Standard--No Compact Spaces Proposed Total Impervious Area 586,940 sf(13.47 a<) 41.8% CONTACT PERSON SITE ADDRESS
Tract 988-Open Space 989 sf(0.02 ac) Total Impervious Area(Onsite) 562,769 sf(12.92 ac) 40.0% Land Technologies Inc. 8014,8118,8210,8326 172nct
o AQUIFER RECHARGE/ NOTE:Off-street parking is available with 2 spaces in the garage and 2 Tract 987-Open Space 2,616 sf(0.06 ac) Made Ash St.NE
WELL HEAD PROTECTION spaces in the driveway.Total available off-street parking is 684 spaces. Tract 986-Open Space,Stormwater Mgmt 5,987 sf(0.14 ac) 18820 3rd Ave.NE Arlington,WA 98223
m Low,Over 100 Tract 985-Open Space 1,280 sf(0.03 ac) Adington,WA 98223
o MINIMUM DENSITY(AMC.20.48.020) 360.652.9727
For code compliance,only 2 of the 4 available spaces have been Tract 984-Open Space 3,609 sf(0.08 ac) Gross Site Area 1,405,371 sf(32.26 ac) made@landtechway.com
counted.There will also be some scree}parking on Roads A and B. Tract 983-Open Space 11,006 sf(0.25 ac) minus Onsite Roads 149,220 sf(3.43 ac)
c SOILS Trac 982-Open Space 1,218sf(0.03ac) ENGINEER APPLICANT
o minus CAs and Buffers 335,473 sf(7.70 ac)
Tokul Gravelly Medial Loam; Tract 980-Open Space 1,462 sf(0.03 ac) Land Technologies,Inc. MJS Investors
c Hydrolo Soil Group:B Tract 980-O S Net Area of Site 920,677 sf(21.14 ac)
gic pen pace 1,462 sf(0.03 ac) Tyler S.Foster,P.E. 11400 SE 81h Street,Ste 200
4 McKenna Gravelly Silt Loam Tract 979-Open Space 1,239 sf(0.03 ac) 18820 3rd Ave NE Bellevue,WA 98004
Hydrologic Soil Group:D Tract 978-Open Space 1,219 sf(0.03 ac) 171 lots/Net Area(ac) 8 du/ac Net Density Arlington,WA 98223 425.559.2726
J9 Compact Fill Area to 95%Modified Proctor 360.6512.9727
-q Tract 977-Open Space 1,218 sf(0.03 ac) MAXIMUM YIELD(AMC.20.48.020) SHEET
- Tract 976-Open Space 7,796 sf(0.18 ac) tyler@landtechway.com
J Maximum Yield Gross Site/3,600 sf=390 lots 3,600 sf per lot SURVEYOR P3 of P13
CALL AT LEAST 2 Tract Access Gross Site Area 1,405,371 sf/171 lots= 8,219 sf per lot North Peak Associates LLC
° BUSINESS DAYS Tract 975-Private Road Tract(maintained by the HOA) 16,169 sf(0.37 ac) Steven C.Berg,PLS 24x36
Tract 974-Future ROW Dedication Area 16,064 sf(0.37 ac) 17270 Woodinville Redmond Road NE,
BEFORE YOU DIG Tract 973-Future ROW Dedication Area 222,871 sf(5.12 ac) Suite 705 26-0104
Woodinville,WA 98072
1 800 424 5555 206.601.4682
LEGEND A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. y s Bo nd t
E hngS-Ab MillJetlon L/ne
- - - Proposed Right-of-Way Une
- - E hn9R9h/roJ 0m,Zine • ^ 11 •( V U
Proposed Tract Line Ti �' II O W
Proposed Lot Une �, cM
Tract 992 RUGS firs}provides nice community interaction Z
E hn9COJCine 1� �� J �
Proposed Easement Une corridor between homes instead
ad of being backed up N
----- E nn9E emenJone lot-to-lot. Paths on both sides of the landscaped Bio-cell 4•# 3,. 0,N
Proposetl Road Centenine provide a great'walking circle".Benches will be provided -` C
E.rs>a,9aooac nJenne along the corridor for community members}o sit down and �. 0)Q a
Exa>�n9na jorconJo�rane interact.This corridor also provides a SWIM Feature that will Q�N
E.rs>a,9Mnacon�wane provide for some community"interest".A couple bridges will in
Proposed Edge of Asphalt make the connection to both sides of the corridor to _ F J (� "6 00'o
"neighbors'across the SWM feature. O
Proposed Sidewalk W 6
_ Proposed Residential Usable Space 1RUOSI - INNIN, O(14
-
00
Q
_ Proposed Open Space(OS) NOUN
0 00
Proposed Landscape Ship along road
_ Proposed Lot Lawn 1 ® I • P . Z
- I � LL
-- -rCD
x7P R4W oo°O = O
oHP. o_ q
a�3nd �P a P �� a
127434' 31' - _ ,,, .� __H_9_m_ 3 91 N89°1
� I
Q
°°� 1
o I #
Propos
ed
Uo5 vaub
5,882
^
.
CONCEPT CORRIDOR OPEN SPACE
s
Phase
--- 1 �� �o M-0 ;`
. :171stStNE -- --ropose O 'Va itU05-995L12.567st - O I� as`oIO -1 t-�[�`-1<-J Y <-J Y <-J t �� 1 t Y__ ��
L Rhase
cn \ `-_• r �t 975 RoadD I � -
o \ 169sf v� - -
- - I -- o 0 0 0 0-- o 0 0 o Pha e 2
CAPA o o `olo to - I I J III I l
u
o Tract 997 _ o
i sf
m� c
0
J o
S y x oc
-- - 5-987 2616s
N E.sa/red eoN86°29'S1'W 497.39' 'D
RI I euRa- -2ot13 �o Road C - - cc STj �;o ..
h
OPEN SPACE PLAN _ ,, I_ o .a/asss-an-a�scb a w a
Im[ I N
O o O o O o o 'O JI`�II a""""Ili Sti//o9�m8hT be o7/nd/anr 0 O O
m Q
Aging//on?WA 98127 Lj S
h
o _ MasterP/armed
ase Residential sable Lo}154 ( Neigh(Zonood(MPN)
Z I G g.
o I - - "en'pa,A-990 'I, Residential Ultra Low
_ bs.iss Lot 155 I 'i rh ° '.n Capaciry(RULC) 3
la �
i
o `Lot 18 �� o 0 0 0 0 0 0 ery Trr O
Q 05-986 \ • I h at 45 fw7
,..
3 Q
CAPA a o 5 I 0 ^'fv --- - /o/ z Tract 990 a Residential Usable Open Space area is featured with a large grass/lawn playarea available for numerous family play activities.It will provide U Q z
Ji L I` o o I`o 0 0 0 \\ Ro o a gazebo for community gatherings or family events.A swing that is adult capable will e added.Details coming with Engineering Plans. m
5-99
Y--1 mad z a
f §os�i c6{'rY✓el 352.25" o l _ \ 19�3s sill CL 3
Detention Chamber
\ Master Planned Neighborhood( )
rpt� b�Jl 1 1 i
Zoning
f$I gs m x IC I ` N in
Residential UltraLowCapacityR annn Ex n,aonr
\ ( I C) \'CAPA % - --- - ,, y C _ Z
1 Buffer o J w p
New Buffer `io„ an nt ro F
Wetland C x I Creation - ° =w
CAPA cWeiland Plantings O antis y' prY �I
RPlstoration CAPA i-- , \\ B.�o / #i o O
1 - '
w - ro 0 Q
USABLE OPEN SPACE(AMC 20.44.032(f)iv) I o Buffer 1 -' - 0-=';O [L
Gross Site Area of Pending Area(GSA) 1,405,371 sf (32.26 ac) I o Enhanc men} li I\° ;0 ;Q LU
Native Growth Protection Area(NGPA) 335,473 sf (7.70 ac) Z Plantings , _ 1 U
Required Usable Open Space(RUOS)=0.1*(GSA-NGPA) 106,990 sf (2.46 ac) II CAPA _ �s 100„ I Q
Proposed Usable Open Space(RUOS) 124,320 sf (2.85 ac) / 1- Tract 9 - co a�,yN� _1 1® /
cl
OPEN SPACE ANALYSIS NE cavationd LLI
Tract 999-CAPA Open Space 321,034 sf(7.37 actCL
Tract 998-CAPA Open Space 4,174 sf(0.10 ac) New Buff r ��°
Wo
Tract 997-CAPA Open Space 10,266 sf(0.24 ac) Coatio5x �� •,- ,
Plan}ings
Total CAPA 335,473 sf(7.70 ac) I
Tract 995-Residential Usable Open Space,5tormwater Mgmt 12,567 sf(0.29 ac) 11\
Q
o Tract 994-Residential Usable Open Space,5tormwater Mgmt 19,535 sf(0.45 ac) _ i- y 3 m-a° _ �r i a 3
Tract 993-Residential Usable Open Space,Stormwater Mgmt 5,882 sf(0.14 ac) , / 1 �i , _ _ rf'Y> O a
Tract 992-Residential Usable Open Space,Stormwater Mgmt 19,081 sf(0.44 ac) __ ---_ `� - /'t Of.4r/ln ton
Tract 991-Residential Usable Open Space 1,758 sf(0.04 ac) �/ Tribes N m
Tract 990-Residential Usable Open Space,5tormwater Mgmt 63,155 sf(1.45 ac) O� - _ N89°10'0I J�'
a Tract 989-Residential Usable Open Space,5tormwater Mgmt 2,342 sf(0.85 ac) O 19�, O''i`� - �i O ° 1 g
Total Residential Usable Open Space Provided 124,320,f(2.85 ac) -
Tract 988-Open Space 989 sf(0.02 act 0 100' 200'
N
s Tract 987-Open Space 2,616 sf(0.06
Tract 986-Open Space,Stormwater Mgmt 5,987 sf(0.14 ac) Scale:1"=100' L
Tract 985-Open Space 1,280 sf(0.03 ac)
AQUIFER RECHARGE/ Tract984-OpenSpace 3,609sf(O.OSac)
-w° Tract 983-Open Space 11,006 sf(0.25 ac)
WELL HEAD PROTECTION Tract 982-Open Space 1,218 sf(0.03 ac)
Low,Over 100
o Tract 981-Open Space 1,216 sf(0.03 ac)
Tract 980-Open Space 1,462 sf(0.03 ac)
- SOILS Tract 979-Open Space 1,239 sf(0.03 ac)
'o Tract 978-Open Space 1,219 sf(0.03 ac)
Tokal Gravelly Medial Loam;
Tract 977-Open Space 1,218 sf(0.03 ac)
McKenna Gravelly Silt Loam
c Hydrologic Soil Group:B Tract 976-Open Space 7,796 sf(0.18 ac)
Q McKenna
Hydrologic Soil Group:o Total Landscape Open Space Provided 40,854 sf(0.94 a<)
Compact Fill Area to 95%Modified Proctor
c Total Open Space Provided 500,648 sf(11.49 ac) SHEET
CALL AT LEAST 2 P4 of P 13
BUSINESS DAYS 24.36
BEFORE YOU DIG 26-0104
1-800-424-5555
I A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. y s
r - _ w
Z=l
- -- -
-t'-
- - - I _ _ -- - - -N891535'W-
172n
n
ROW Dedicate --Ib, -y-- ----- r---- --I r-- --I r---- r---- W r---- 1
__ _____ Pdl Proposed O Z M
_____I �____I I_____I ____ I_j---I ____I ____I I_____I ____I I_____I ____I _____I I_____I_ - Vaut J (�1
RUO O 700,,N
rn �l L Lof 60 Lot 59 Lot 58 5,88 Q
I_ Lo}63 Lo162 Lot bl 3.600 sf �0 sr
of 89 Lof 88 Lot 87 Lot86 Lot85 Lo}84 Lot 83 Lot 82 Lot 81 Lot 80 0 I o}79 Lot 78 Lof 77 Lof 76 Lof 75 Lot 74 Lof 73 Lof 72 Lot 71 Lot 70 Lof 69 Lot 68 Lot 67 Lof 66 Lof 65 Lot 6 3,600 sf 3,60o sf ]�EV
ai
,500 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 4,500 sf ,500 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 4,500 s 011 3,600 sf 3,600 sf Q
��' IOS-983 _ �C6O�
Phase 1
da t
04
ROWROW Dedim 87 s - - J y - 00-
171st StNE -
00 o S II
UOS 98 T ^ f f 4,019 sf +
0 0 2 342 s! I I I !
or�osed v r os Lot 115 Lot 116Lo}117' ,
AL AN
of 114
Vault o Lot 90 Lot 91 Lot 92 Lot 93 Lo}94 Lot 95 Lot 96 Lot 97 Lot 98 Lo}99 ilb x o}100 Lot 101 f Lof 102 Lot 103 f f Lot 104 Lot 105 f f Lot 106 Lof 107 Lof 108 ]�.tlf Lof 110 Lot 111 Lot 112 Lof 113 3,600 sf 3,800 sf
M III \ 3,989 sf 3.600 sf 3.600 sf 3,600 sf 3,600 sf 3,600 sf 3.600 sf 3.600 sf 3.600 sf 3.600 sf I� li 4,050 sf 3,600 sf 3.600 sf 3.600 sf 3.600 sf 3.600 sf 3.600 sf 3.600 sf 3.600 sf 3,600 sf 3,600 sf 3,610 sf 3,644 sf 3,644 sf 3,610 sf Lo156
r O 3,600 sf O
iD
r � O
s a I I I z
4
0 0 1
oo u
� f
I
0o .Sf o} 19,081s
16,169 sf ROadD -
a O .� 7 _
d a I I L t 1 `.� ___ ____ __ _ ____ ___ - ____I I____ I I-- I' __ �J r -
0 o i'BI
3,909 sf _ 00 6E
lilt }` Loft li o1135 Lot 134 Lof 133 Lof 132 Lo}131 Lot 130 Lof 129 Lof 1281 Lot 127 Lof 126 Lof 125 Lot 124 Lot Lot 122 Uo}121 Lo}120 Lof 119 Lot I1 -
r Lr
Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 ].t9sf Lot 10 LL.t Lot 12 I 4,050Tim&997 .177 sf 3,600 sf 3Lot sf 3Lot sf 3600 sf 3Lot sf 3 Lot 10 4,049If 3,600 sf 3.600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,610sf3.642 sf $,642sf++ I3 600 s10,266 st0 SI
0 f
t 1 98 Lot 52
o{ t N86°29'51"W 497.39' a a N w _ -u-+J -+od vc 3.600 sf
0 o 5 h _ - -
R -
II �1 - Lot 13 - - - - Road C 8
Lot Il
11 ill
1 I 3,661 s! � W 3,600 sf
Lot 14 - of 136 Lot 137 Lof 138 Lot 139 Lof 140 Lot 141 Lot 142 Lot 143 Lot 144 Lof 145 Lot 146 Lot 147 Lot 148 -Lot 149 L t 150 Lot 152 Lot I53 -
a I
tL Lot 151 3,600 sF 3.937 s1 �'
PHASING PLAN 3,600 sl I 203 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,600 sf 3,613 sf 3,638 sf 3�38 sf 3,621 sf 0150
II�
I I
- _____ M011b x ;l0 S£L - 310525-002-XJ:0V n'
li Pro I
hTnbe o!/ndivns
PHASE 1 Lot 153,600:r - v -' - ----- -----I ----- - --- - -- - --- ----- 3,600 sf 9oomd
--- - ---- --- 3410172ndJr NE
Phase 1 w - ed- ..-...- {.:- .._ -' III A 91 n,WAP9223 �, g
_ I I I I ' I ' I
Total Area in Phase 1 460,477 sf(10.57 ac) `o Lot 16 - -I Master Planned z S J
r
o - r
Tract 997-CAPA Open Space 10,266 sf(0.24 ac) 3,600 sf r00 05 - _ - - - Lot 154 - - 3,600Lot 8f l elghb0lhOOd(MPN) <
.. �, 4,OQ5 sf I_
Total CAPA in Phase 1 10,266 sf(0.24 ac) - - - Zoning: ur m}p
Z _ __ Residential sable - li Residential tra m d o d{� I C71 Low raZ¢
Tract 995 Resldentlal Usable Open Space,Stormwater Mgmt 12,567 sf(0.29 ac) Lof 17 n 5pac9-990 -- - Capacity(RULC) "'U 1 4-
Tract 992-Res denial Usable Open Space,Stormwater Mgmt 19,081 sf(0.44 ac) 3,604 sf 3,155 f Lot 155 I Lot 47 2 w a F w<
Tract 990-Residential Usable Open Space,Stormwater Mgmt 13,177 sf(0.30 ac) N --1 Y Lof 171 Lot 170 Lot 169 Lof 168 Lot 167 4,005 sf o0 9e 3600 sf c-U o¢Z5
I- Lof 166 Lot 165
Tract989-Residential Usable Open Space,Stormwater Mgmt 2,342 sf(0.05 ac) o _ T 14,050 sf 3.600 sf 3.600 sf 3.600 sf 3,616 sf 3,600 sf i3,722 sf Lo}164r / I _ _ o
Total Residential Usable Open Space in Phase 1 47,167 sf(1.08 ac) li 3.91I sf it o}163 -
`I r j 3.91 I sf I Lot 46
Lot 18 Lot 162
Tract 988-Open Space 189 sf(0.02 ac) ) /,. Lot sf T
Tract 983-Open Space 11,006 sf(0.25 ac) - ti - _I -7
/ 444 C/ ------
Tract l F
978-Open Space 1,219 sf(0.03 ac) 5,987sf " !/ Lot 45 y
cP < of 161� F
Tract 977-Open Space 1,218 Sf(0.03 ac) 05-986 v N > 3, - II-
Tract 976-Open Space 7,796 sf(0.18 ac) I - -_ ` `- _ ------ ---- _ at 157 Lot I56 4,107 It
" w
sf ,
Total Landscape Open Space in Phase 1 22,228 sf(0.51 ac) 6 I Lot
15 I I--,1<- M e, (0
Lot 1 43 4 e'.^,sf Z
Tract Access
7.sf - -
T- 974-Future ROW Dedication Area 13,057 sf(0.30 ac) """ _ \ - - Lot 44
60 r 3 3,9 sf
r I I
Tract 973-Future ROW Dedication Area 107,531 sf(2.47 a<) 1 rod 99 Lo}22 Lo}23 Lo}24 Lot 25 0 7 sf I ¢O
J 4,174 sf Lo}19 Lo120 Lot 21 rvJ3,60
j - \... _ -_ _./
3 94
3,840 sf Lot 26
CAPA 4,544 sf 4,167 sf Lot
Lot 28 / �_ m
3.612 sf 3,601 sf 3,601 sf 3,601 sf 3,658 sf3,824 sf Lot 29 ~ - Lof 43 - I O z d
\ m 4,190 s at --- r 3,956 sf
CL
4,093 sf RO`ld1Q I c 3 I
LEGEND eonnda o e USABLE OPEN SPACE PHASE 1(AMC 20.44.032(f)iy) - Proposed Gravel N86°29'S1"W 352.25' 3993 - _I \_ A w m
- - ExishngJ rron[me Gross Site Area m Phase 1 460,477 sf(10.57 ac) \ Detention Chamber - N
- - - Proposed Right of Way Line Total Site
in Phase 1 10,266 sf(0.24 ac) e _ �s of 32 Lo13 of 37 1 z
EubhgRi9121 1way&- Required Usable Open Space RUOS 0.1`GSA-NGPA 45,021 Sf 1.03 ac /� ' k 3,991 sf Lot 33 Lot 35 4,190 s / ui - J m O
Proposed Tract Line Q P P ( )- ( ) ( ) i v/J`tlr�d'as'Bu�fer 3,991 sf i LO}34 I I 4,190 sf /�4 �� m w
Proposed Lot Line Proposed Usable Open Space(RUGS) 47,167 sf(1.08 ac) \ Master Planned Neighborhood(MPN) ( hWtsOnce_o'
Pro ColCine tl" 'I 3,769 sf LOf 38
y 3,735 sf j / m
9 Zoning.' i r " gs I ' of 39
Proposed Easement Line I ---- --"
------- cdengF enenrune \ Residential Ultra Low Capacity(RULC) _ _ r ' __ __, 4,074 sf z
Proposed Road Centerline R ��i CAPA } /x r
I
3r0526-001-020�2
Proposed Phasing
Lin 9dgS A-nr / \ _ Lof6 2 Z
3,676 sf a Q
- - Proposed Phasing Line \ 1690519MA✓e.KE � I ,_ )
R A#,n91o2 WA 98223 ) `J� I i Buffer ¢ J
Proposed Edge of Asphalt x
New Buffer 1lEnhanClrlg ,,,,,�,, ,,fiy� L9at
541 CL
Proposed Sidewalk WetlandC ( Creation ( Plontir>rgsO ICl/ ,=[„ s 3,950 If
ropo IL�I,Y;\c'
Colegory/// \ Plantings I b
_ Proposed Residential Usable Space(RUOS) CAPA
�- 1 0_/ ,_ __ Lot 42
Proposed Open Space(OS) Wetland ) CAPA 1 �I 5A69 If
i
Restoration / ��� i Q
_ Proposed Landscape Strip along road Plantings i // 1 i �OII;C.O O% } %
_ Proposed Lot Lawn
1 /tJI
w PPP_- --1 1
0 11 O 0 �
0 6
V�
Buf�r II 1 0
3 0 Enhanctr@@ent
n Z Plan}ings
�I I
a
c ry Tract999
p 32/,034 sf OD
_-
I
N
I ww
r New Wetland
o Excavation � I I (
I I o I
o AQUIFER RECHARGE/
WELL HEAD PROTECTION - - -�
Low,over 100 New Buffer)
Creation �I
I Plantings
° SOILS
Tokul Gravelly Medial Loam;
Hydrologic Soil Group:B a`o,
Q McKenna Gravelly Silt Loam = I/
rea I r
Hydrologic Soil Group:D
Compact Fill A to 95%Modified Proctor x\ SHEET
CALL AT LEAST 2 - _ -
BUSINESS DAYS _ - -
a __-___-__ ____ ___ _____ _ 4 b
�jg lr � \I Offfrl/tl Ion a 2 x3
s BEFORE YOU DIG
H / ° r ° �
60'Nag
1-800-424-5555 o ynYH ° 20
26-0104
- Scale:1"=60'
I A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. s
0, MIHI
P
77-
_ e'r s
172nd Se N6'. --- - - _2 �4 —
w
331.91' N8 (MV
o'"-
___
a 9 _.. O O O O O O O O O O O
O O O O O O O O O 0 CV
00 O �1 -`..
I
Q
oo o o Phase 1 1 ISt tNE - e --�- - - - -� - o ��
I
da z r 00<
s s s s s s ° °
as _ - — — -- - -- —
T T o 0 0
�RU06-995 o 5 ^I. a o o o o
as o 0 0 0 0 0 0 � �k"JJ
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I---I___- _• - ,n rJ`-1 r=J Y_-'r=J.Y__"rJ.r -`�r -Y___�- _-_ '-- i� ��� ::,: '' . � ,Q ae, . i Ava table a'. a I'• Ava table
00
1 �
li
Tract 9JF
_ NOTE:Street Parking is street street
i,
Road D available,bu}not counted Park ng RoadA ,tang
i — c' LoTSAT
on Roads A and B. Pa
1 ��
8 ° .1i f �.
- - - — - - _ .a ° ° Up
° ° I i Avalable RoadA o Avaloble iD
tract 997 /� o 0 0 0 0 o p 5 L - - o- - o - �� Lo W O
CAM J Street St et J O
o - —_ i Park ng _-I Parking o p
" a - c a a aj 6f Z �,.to,ReduceoN86°29 51'W 497.39'
Roud C
PARKING PLAN _ -- -- - - Li -- - - —-- - I - — — — — e a
1 r -- - z
u�O O� iO O�. O O� iO O
S� � r-
II
I I
W
I
LL
AMC
NUMBER OF PARKING SPACES REQUIRED
Lots Proposed p IIl ieY _ __ai ti
i _
Parking per
- S
ed Provided
Base 342 indr' w o+9 II
Guest 0
Total Parking 342 342 0
All Parking Spaces are Standard.-No Compact Spaces Proposed
o _ 1rF
NOTE:Off-street parking is available with 2 spaces in the garage and 2 spaces in the driveway. OS-986 a o - II ii r o}45
Total available off-street parking Is 684 spaces.
For code compliance,only 2 of the 4 available spaces have been counted.There will also be TYPICAL STREET PARKING DETAIL
some street parking on Roads A and B.
v N860 29 51 V 352.25"
Welland li o < 9
cor�ym 1 01 t a I III -
Zo
2 Additional parking
,_._ CA PA
spaces are the garage available w
in
° co i O ra w
tract 9 < a
c N __
_
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i
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�� ( �� ) 20 Iparage i dli d M
6 r —
i. rIi IIi
J -a4g - - I C
N8910'0 w Zm
0
A
0 100' 200' o 0
19 Drainage a Utility o 0
Scale:l"=100' Easement ltypl Z
a Q
¢ J
50'Right-of-way
-I 10'Drainage a Utility 171st St NE
25'Right-of-way Z
- - - - - Easement INpi
Rol as e' I a e
Travel Lane alk r0'5
Lantl cape Sitl Q
IL
all ll j 4 i� °a,al 20 G 9 jll 19 g la eaaII
10 D inl 9e&UtItY E e 1 la pl I� d 111 . / /�/� Iltl I_ �I etback Ityp)I< INPI II r
�I. .¢ <I // / - '_e,- b III -�I - I_ "' T— _, V
1 \/\/\/ 53
- i_ _ �_I —_ i9` �— _i __ \\�\\�i \��\��\��\ °III I II r p II
20' ardge Setb I YPI I li 9'Itw)4-Ill`,
3 n 6"min.cement concrete 1 !
.a I, II I9�.It9p) " T'rrn Crushed Surfacing Top
I 1 ---_II - - _I 3"Class B(2 Lifts Required) Course,Compacted to 95%
c I� I I---
- ___ 4"ATB Density lNPl II O d
min.2"Crushed Base Course } m
TYPICAL PARKING SECTION �I � N 8
OFF RIGHT-OF-WAY _
� N
`g V
g o o
2 Additional par ing ao'Tract
spaces are avail bl
in the garage. a
Travel Lane Sidewalk 0.5 a _
o
I_ ___ _——L� ___ ___ L—__ - - - - \\/P -—
2% .2%\/%/%/\\ ---- --------------- --_-_ -----------�
� I I
1.
.0
- - -I — ---- -
< -------------- --- 3"Cla Grav
- ----.- ------'I Lifts Required) 6"min.Cement Concrete Itypi
a -------- l"Crushed Base T'min.Crushed Surfacing Top
- el Borrow or AS Course.Compacted to 95% SHEET
Approved by DeiNBYPI
TYPICAL PARKING DETAIL TYPICAL PARKING DETAIL
P6 of P13
OFF ROAD TRACT TYPICAL PARKING SECTION OFF RIGHT-OF-WAY 24.36
_ OFF ROAD TRACT
sq 26-0104
LEGEND A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. y s
Boundary Line
Zoning Line I I I ` ' r� I "I c � t
..-..- ExkhhgSxlion Uiie 1 w _ .�
Z0
- - - Proposed Right-of-Way Line I I I Zoning., Arlm
I I 1 w -� I \ \/ / i(y gfon n
- - - E,rt9hngRyh/-o�woyt�,e ( ResidentialLow
Proposed Tract Line I I I I Capacity(RLC) w
I ) 1 I I 23 �-
Proposetl Lot Line I I ( I I I I 1 I- _ • Z M
------ Proposed Easement Line s-Jt -----_ 1 24
1 --11` ZOning: S i ?0,
-- ErvbogE dvL1iie -----`--__ �-- --- ____ _ Residential Low _ off`CN
ExirhhgRoodCenlrne `a ^ 1 - a 1 _ _ o a <
E,rr&)s C Capacity(RdC) £
E�ti gr an naw 3 8 8 8 `o E.eo'Row a 172nd St.NE - _ - I J ndSt yF 4 °, f. Q ,c 4
® Ex¢hhgMonumenl 8 's S p ` L `o
v v ROW - - - -}cl)a
- r -�9'51"W 8 E 8 y 23 24 a ^' O_
12Fa.44'
I I 'Lof891 -I I,__ ___I•___ o r -I N86_I 26 25 w Z Project
, 4ot 88'I t874ot ad of8 I I � I I --I � 8 331.9�' N89°15'�5"W 8 8 � W Q
'4.SOO sP 99 I4.SOO 4 of 77 J
___I--
i __-I --I --- - - - - - - - - - - _ Q Slte.60091 017a 1017 __ - _I _ __ _. .6po 4 ovl4ov °169 f 6 I. , 26-SE l6 . .600 ,600 60014i' 0}6 Lof 64i r 25o Z
9 ,60091 600 4 016 o16� f6 I' t ,6ao9 - 4 0 1yof 6 o15�(0158 U05-99 sr.H MasterPlanned o �--,- -' '�#` _ '" IY z,600f ,boo914.soosfl bo 0 ,6°0� .6°0�'1.6009 .600�' ,6009 600$ 5.882:f Tunes
Neighborhood(MPN) z _ 8 8�}_Pha_se 1 GWOedicafion9T3222871sf r --rr- - - -- -- - - - I - -I -y_!r _ I' _ I
Zoning: _ o'Row o -
ResidentialUlbaLow - 0529 _ r,- _ _ �71StSt = - j�� a
Capacity�ULC) o^I I Lo190' o ( o}91 i -'i --I --f- -�-I -o _ r "0 a " Snohomish County < 3
J RUO'S 19 I 8
10526-CO 018-00 12,567 sf I,989 sf 40}93 101 94 40}99 i0}9p -' �-4 L ��- O
./udiM ACegei MI' / V. .600� ,60p9 ,600E ,6009 600 4401971ot 9A 40t 9�
7808172ndJ/.N.E. ROW width _' .600 ,600 ,6009 ,600 h
II -'L 1 3,644 644 F
A�oglon WA 98223 vanes ' _ I___1 rFT'LaYS o O
E.30'Gor Eemen/ \7,909 v >F.i - __ _LI 00 CI l' 1,60of I.60o9 l l 1 a L£ �4.019 If
a o = O C} 6 .` L 16,169 I, -'I ,600' bill 1111 i I�___lll I 1/ - oJ,T-_ ___ L--- DO I
z90 iott�, I I_I_o IJ � , -- _ .hoof ,6rp -tttl .610 6°ola.e°os L -IZor55-i VICINITY MAP SCALE("=1000'
AFN.20190A2W420 " ,�012 14,177 s1 iL0141 (Lot 6I Ot 7� Of Bi Lof 9i io1101_,__I l �IPha$eliL Ell tll }lll I�-3_600 sf_ _
I' Rnct997 �"al9asyaot3 Lotsl _ _ LEGAL DES CRIPTION s �_
(3,600f ,6009 ,6009 ,6009' ,6009',600;46009(oi I1 LO}12 _ _
I �� I CoT55 i �
I 31052600100200
MATCHLINE- -- � I I 6aoi a.oa99 $$ 113 ' ' h I -��---I - --- --- LJ-=--�-'
NORTH -�'----L L_ I I( I I A53 sf p6pp' f 13 b bf I I bf 131 I}12 }12' i --I I�- LOT 1 OF LARGE TRACT SEGREGATION RECORDED UNDER RECORDING N0.9003160385 BEING A PORTION OF THE
_1L_I W BI .6009 ,6p0f ,6009 ,6o01 p !b i12 }12 t12 41 I. -zar S�-'
I r y' Y ,6009 ,600 y ,600 9 b I11129 of 12 pt 12 bt I f 12 bi I 1 4of 1 I L NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.;
SOUTH
yl' �ti,642� 2s�,615$ ,60094,050 ----- I EXCEPT ANY POTION WITHIN COUNTY ROAD KNOWN AS 172ND STREET
31681 F - --f 3_600 sf I SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON.
6E Cl+
ZoTrSr oo bl -`-I I-T - _ �9f I MATCHLINE- 31052600102300
of 13 t 13 -I I"-I r-'-' ---- NORTH
_3,600 If I ,203 4 p f 1 pt 13 t 1 bt 14,b114 - --'-I Fi ' - T' i --' LOT 6,LARGE TRACT SEGREGATION RECORDED UNDER RECORDING NO.9003160385,BEING A PORTION OF THE
_ t ,600 f ,bpp y 600 l bf 14 }lq --'-I S - 1 I-CoT3T- I SOUTH IN QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.,IN
p Lo113-i�I ___I ,I fS.6°°9 .600� .6001 .600E o6009�6°0 pit r1415 }1�IF _� [[[ IZoFS�-'
o ZoFTS1, - 50'Row fL60p9`6001 --,''-- --'I p lfl 3,638 I,{38 ,621 EIS lot 15y# rJl 3.60o sf-JI SNOHOMISH COUNTY,WASHINGTON;
l\i p , 3-- f f ,613 - -- ,600�8,937 s1 -
1 r -- _ li �4e, 3,600 sf I EXCEPT ANY PORTION WITHIN COUNTY ROAD KNOWN AS 172ND STREET NE.
I -II 3,600 If 11 - 00 S£
I Z'----- 00 °Z Phase 1 Phase 2 I'COT 49-I 31052600102200
3/0516-001boA- I T 50'Row
- Ge9ory&,A_/V.m COl�7-III -q -_ _ _ _ Oi 3_600 sf i I PARCEL A:
-.IIL I /70II79MAve.Kf. 3,604 sf L '�ha e 4 I' L°f 154 LOT 5,LARGE TRACT SEGREGATION RECORDED UNDER RECORDING NO.9003160385,BEING A PORTION OF THE
A�h9f n WA A9223 '--- Ir j Residentia Usable j 4,005 If C Zord6-' I 91OJ25-0020OS-0i0
N -_ 'at 17I pt 17 Ib1 I6 bt 16 Open 5 a 990 -----'I I I 3.60o sf Jhllogt omirh 7nbe of/dianr NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 31 NORTH,RANGES EAST,W.M.,IN
p '1 1y 0505 d s b}16 p}16 'I p Poe 8410172ndJC NE SNOHOMISH COUNTY,WASHINGTON; �p
-T Lot 18 11 r r' _ ,6W 1 ,600 =600 ,� 116 , LOt I55'i I ------ Anrogf0n WA➢9223 N
,6]69 bf 16a' 63,156 sf i _
s4.532 s1, I-r I_I_!r - I II 3,722 ,911 I 1163'�r�`� 11T 3T
;,p 911 I 4,005 9r; Ole �3,600 9f Master Planned PARCEL B: a
APP-ox%mole Corolion o!�� "- 1162� `� - , 4
\ i rr - '��i r L ------- AN EASEMENT FOR INGRESS,EGRESS AND UTILITIES AS SHOWN ON REAL ESTATE CONTRACT RECORDED UNDER
E.sac mroiEemeni I 5989.sf 0, N _ "'s3.9113 t'Lof43-I oNeighborhood(MPN)
A.FK 335806 I -"-"-v-�F'i '� zoning.. RECORDING NO.9306040107 AND DESCRIBED AS FOLLOWS: yl Q w
i, __ I 3.600 sf
3,91%N', s'--I _ _ __ I^Residential Ultra Low THE EASEMENT 352.00 FEET OF THE WEST 898.00 FEET OF THE SOUTH 60.00 FEET OF THE NORTH 800.00 FEET OF SAID o
o
_ \ ot 158 Lo}156i I I Lo}45 I w Ca acit RULC i g z
,174 4ot 19 44of 2d of 21 - -'I�` I--'-'vim- _ \$ 548 sf i lot 159, P y( ) NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.; w ><>
a,544 d,167 4012 f 23 ' --' I=� � 3,943 s)�r943 4,440 s� /Op CJ 4,107 sf I = Q r O p p
.ew 9 4 �°r zq'Ot 2s 1 o I,a.742 9n
0 4ot2 ram; d < 1',� - _ r tF i+l ¢ z d
_ _ j ,6125 6°1 '601 9 4.601 f 658d o}2�(ot 2gl ,� P9 q�` / _ �_., / dot ;`' 'a TOGETHER WITH THE EAST 60.00 FEET OF THE WEST 606.00 FEET OF THE NORTH 740.00 FEET OF SAID NORTHEAST w z O d O
I 600 f qq 824 �Of 29 ,. S� � ` /` m QUARTER OF THE NORTHEAST QUARTER; w I
..� ^3`947 sf I O Q r1 F>Q m
--J; i 4,093 f,. Lo143���1 z EXCEPT COUNTY ROAD. U S" S
Master Planned N86°29'S1"W -- -_ --- -- '-4,�t z
Master Planned 352.25' _ 3, J � g�'�,
Neighborhood WPM I Neighborhood(MPN) of 3i 1�� 8 "3,956 sf�1
Zoning. Zpnin ' I ':3,991;(; ,,�, r _ $ �`,�/ U05-994 310526001DO100
$• , 0132/ - _ i ---a 1�i \ 19,535 If I LOT 7,LARGE TRACT SEGREGATION RECORDED UNDER RECORDING NO.9003160385,BEING A PORTION OF THE
Residential Ultra ow I Residential Ultra Low I i i 3,991 a of I" (Lot 36� NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.,IN
Capacity(RUL) �991 �or34 °t3 To 4,1 0 bt38 SNOHOMISH COUNTY,WASHINGTON; 3
Capacity(RULC) I a,o46 s 769,
I i Ik.190 bt 3B,;`�
31052 6-0 91-0I9-0�i ' __j I i 3,735 of 39'� ~
"a.&KoilynRick{eck I 310326601-020,'W I _ - EXCEPT ANY PORTION WITHIN COUNTY ROAD KNOWN AS 172ND STREET NE. w 7B071C8/h J/KE Greg&J//&unl ---- - i i4,0741,
ARhg/on WA 982�1] MWS79/h Ave.NE I 't 40�
AAh9/an WA 98229 I , - 31052500200600 m
THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 25, < z
TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.,IN SNOHOMISH COUNTY,WASHINGTON; 3 <
wI �'3,950F
EXCEPT THEREFROM ANY PORTION WITHIN 172ND STREET NE(SISCO HEIGHTS ROAD). °
b cc
DATUM&BENCHMARK m
z DATUM I i
NAVD88 INGVD29=NAVD88-3.71) CL a z
310516-Gti1-011-Gti �I h'a[t 999 I BENCHMARK n O
Ex.30'Roodand /yEemen/ pavm'H0/e&Sur9n Bemol 321,034 If
AFN.M23077 I ro
1682S79/hAve.N.E VERTICAL BENCHMARK V9
Adng/oq WA 98223 WSDOT BENCHMARK m
Ex 30'p/s/nbubon Eoremenl hl
MONUMENT ID:3325 DESIGNATION:GP31531-162 - N
A.fK7709020707
THE MARK IS AN THE N BRASS DISK CEMENTED INTO A DRILL HOLE AND SETON LEVEL WITH THE CONCRETE SURFACE.
Ex.30'/n,�ers E,grerrr�UfiGlyEemen/ IT IS LOCATED IN THE NORTHEAST QUADRANT OF THE SR 531 INTERSECTION WITH 51 ST AVENUE NE NEAR THE J O_ LLJ
A.F.N.71091801M,9104290759andRNb1A2529 ,n I_SOUTHER >
ELEVATIOI o O LY END OF A CONCRETE SIDEWALK,15.3 METERS @ 80 DEGREES FROM THE APPROXIMATE CENTERLINE OF w
_ I I SISTA
_� I I ION=125.06' w 9n LLJ
>
z
T _ _ SURVEY NOTES ° O
Row 168th St.NE Q
City of Arlin ton
I I I �
Snohom sh County PROJECT INFORMATION
N87°14'14"W 393.90' I City Of Arlin On Tax Parcel Numbers 310525-002-006-00,310526-001-001-00, ~
N89°10'07"W 330.86' Tribes Q
Zoning: 310526-001-002-00,310526-001-022-00, J
R-5 0 310526-001-023-00 CL
316696_W1-007-00 U Total Area I,405,371 sf(32.26 act
310526A91-M7-01 Zoning: GPP Designation RULE(Residential Ultra Low
3 i syf/e,-nod/nc. Zoning: Goodell Overlay Off
-O 7A24171ndJ1 NE h Tribes Existing Zoning RULC(Residential Ultra Low Capacity( Q
A�h-0/a2 WA 98223 R-S ,y a MPN Oveday
o Existing Land Use Single Family Residential Z
o Proposed Land Use Single Family Residential C
L
Q PRELIMINARY PLAT MAP OVERVIEW(EAST OF 79TH AVE.10 100, 200' Number of Lots 171 LotsAverage Lot Size 3,756 If
Smallest Lot 3,600 If Q LU
Scale:1"=100' Net Lot Density 8 du/ac 3 f1f
° LOCAL SERVICES n ^ CL
Sewage Disposal: City Of Adington Sewer Service O _m'
Water District: City Of Arlington Water Services N m
E SITE AREA ANALYSIS School District: Arlington District W16
Gross Site Area of Pending Project 1,405,371 If(32.26 ac)) 100.0% Fire District: North County Regional Fire g
Area to be Dedicated as ROW 238,935 If(5.49 ad 17.0% Authority N
it Area in Lots 642,328 If(14.75 ac) 45.7% Post Office: Arlington Post Office _
Area in Tracts 524,107 If(12.03 act 37.3% Electric: Snohomish County PUD N
r Total 1,405,3710(32.26 act 100.0% Phone: Ziply Fiber <�
Cable: Comcas} L 2
Gas: Cascade Natural Gas/PSE*
*Cascade Supplies the Gas to
PSE Service Area
MINIMUM DENSITY(AMC.20.48.20)
Gross Site Area 1,405,371 If(32.26 ac) -
o nus Onsite Road'
149,220sf(3.43ac) SURVEYOR CONTACT PERSON SITE ADDRESS
minus CAs and Buffers 335:473 If(7.70 ac) North Peak Associates LLC Land Technologies Inc. 8014,8118,8210,8326
Net Area of Site 920,677 IF(21.14 ac) Steven C.Berg,PLS Mere Ash 172nd St.HE
'0 17270 Woodinville Redmond Road NE, 18820 3rd Ave.NE Arlington,WA 98223
171 lots/Net Area(ac) 8du/ac Net Density Suite 705 Arington,WA 98223
Woodinville,WA 98072 360.652.9727
MAXIMUM YIELD(AMC.20.48.020) 206.60
1.4682 mereQlandtechway.com
o Maximum Yield Gross Site/3,600 sf=390 lots 3,600 sf per lot
a Gross Site Area 1,405,371 8,219sfperlot ENGINEER APPLICANT SHEET
J Land Technologies,Inc. MJS Investors P 7 Of P 13
CALL AT LEAST 2 Tyler S.Foster,P.E. 11400 SE 8th Street,Ste 200
° BUSINESS DAYS nrlll�9tora,WA98223 42s559272698°oa 2436
BEFORE YOU DIG 360.652.9727 1-800-424-5555 tyleriPandtechway.com 26-0104
�
LEGEND A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. y s
Boundary Line NORTH -
Zoning Line W
Ere Lice
- Proposed
Right-of-Way,Line n
Edsb0gRghl-d1WayLne U
Proposed Tract Line
W
Proposetl Lot Line O Z
EdrbhgColUne
Proposed Easement Line N W-__-__- ExirbhgLnsemenlLiie O Ch CV
- ExirbhgRoadCenl�ne
ExirbhgRoadCenlMine Q
Sh j
EauhngJxlion Symbd
® E hhgMonumenl eet P9 _ c v -a 'O
W `0)`100
r�
� o L
00Q
I _ -
- L _ - � - KEY �
1-4
a a a L_ - - - - - - � _ _ --
y xy 3
ZO
- - Capacity(RLC)
- - - 1� _�- 172�dSt.NE a v -- - - - - -I-- -�- - - �- - - o = o
10 _
_ 40' 40, - 1274.44' N86°29 8 0 •� 'Q i-----I i----- w ROW De- 8 8 e
I ILo}88 40 40 I -- -----I icali�A B 8
23 U
R' d Lot 87 Lof 86 <o' s___I W --�- 40' 331g.91' N O =
_____
p I I I I I I I I I I I I j I I I r------I aT ___50_ 40 - -
I I
I Let 89 _
T �l j a-500 If i g3,600 sf1 ILof 85 Lo}841 Let awl -I __I __4�__ I__4� 89°15'35"W
3,600 st1 3600 sfI I I __ _
I 3.600 If
Lot Lo181 I y� -- --�
l 3.600 sfI 3,600 If I ' � - Lot .i Or.' f$' j -- __I __40_ _4p_ -40 I_ - -� - - -- - - - - - - - -
1 13,600 sf I 40' 40.3,600 sf .'4,SOOs - 17 __ __
I___� I I-�___I f 399 00'v , 4.SOO sf I Lot �3,600 If 3,600Lot �i 3,600 sfI X IL0173 'LO}721 Lo}71 j 40' 40' 50' 13'__27_ _�__ _q�__ __4_0 _�__ __40_ I
I I I Lo}79 111 I I
- 3,600 If Lof 74 i - - - -
- `--Nc
_-, I 3,600 sfI ' Lo}70
____I -� U I___ _ 3.600 If j 3600 sF� L600 f�1� -Lo165i g� I j
1� _l ,'/ I I 3'600 sf 1 __ 3.600 sf 1 '3,600 sf 1 Lot 69 1 1 3 3,600 If! '3 600�i1 3.600 sf 1 Y'4,500� C Lot 63 1I I Lo162 1i �Lot bl 11 ILO}60 1i ILot 59 1i ILO}58.I RU05-993
_ _
_ �L y
8 J J _� - I_t___I _ _ ___ __ 0 T T'3.600 I P 600 P 5.882 sf
g. Z I I 8 J J oo F3 -i--� � o J ROWTdito}ian 9a3222, pf - __� =-=i _I I_t___I __ WI 00�6E �3,600 sfi3.600 sf13.600 If 1 s(I 13, I
_ __ _ I I I 3,600 If
Zoning -�F-' 871 __ I_,___I I_____
8 1 1 ----- -----'I - ---I
Residential Ultra Low o UOS-98 j-j 46 1 -_4o-i_i I-40_ _�0' ^ T__ 40' J g -�- ��_ u _ __ ----
Capacity(RULC) w r II t L -- T40' r-� I �_ -I-,-, _\ ��1 g 171StStN - `- ---` -- _-_" - -
M OS 2,342 If -- I_1� __1-I I - 8__�_' 4O -40' 1 r y5, T%f 973 Future ROW Eedimtian o J - J -'' �-1i2 C3 °1 - 5f L6 I
u
A„ C0� _ I50 Ro g o��� 0 8
1M^ RUOS-995 Lot 90 Lof 91 Lof 92 I -' - --= '-^^ 40'
12,567 If 3,989 sf �3,600 sfI Lo193 I Lot 94 Lot 95 --'--- -----' _ -- ^ 40' 40^ ^q0_
I �3.600 sfj Lo}981 �3,600�f1 100 Lo}1011 I___' I_�40 _ _40 40' o
f O �3.600 sf' I F3,600 sfj �3.600 If �3600 sfi �3.600 sf1 I� !Lot I___1_I l --��-I IT'__10
�3,600 If Let 96 - -- _
- j _
ROW Width I ____ rlo y �4,050 sf�, i3,600 If 18�Os�1 ILo}103.1 iLo1104� iLo11051 ILof 106i j___�_� � 30 _40i_^i40' 9' 1'
ahes a 600 6� -- ----- - --- ---
-' I----
u
y 40' I I_____I I 600 6W 600 600 600 600 - 117
- 4,019 If 1
I
i- pp j30}1Of 3, f � 1St ILo}11QyI ILo}1 + Nc L0157
u40.-- it _
-r L ----- 3, sf�
u � __ 13, sfi 13, sfi, i 3, sf� 7 Of 10
n u O I 13, sf�
L I I 1 1 $�
j i Let
109-
II 7' _ _ __ I I I I 600 610 644 44 610 600 .gg0 __________
33. _
II i '909Lot �� , $ 16,169sf 40' q0•
Ex.30'GosE"vsemenl 3,909 If i ` Q, 40' _I I_____ -
I r `P �3ot 1 sfm j 3, sfy 13 lsfa
Lof 1101 ILof 1111 I I I m
Lot 1121 _
\ , 40' _ •--_'-_ O$ o T� 40' 40' -----' sfI sl l l f lot i Lot 56
40' 1 3 m ILo}113�1 ILof 1
sf 13.6
_ 40' i d Tinct f°be nwiMaine� HOA g .��.. ---- I�A.F.N7011d74790070 II r 7 `. i 1 j 40' 40' - O 40 40, 40, _ I ..
•t 4198 sf / 3) I -LL-- a' 40 II i. - 3,600 If
mm Lot 3 _I -----I 4s_ * 45 ----I ----- 40' Ruo�-I-----' I I w m r o a
ona�l Tract997 r i----- 40 ar-I ----' - - J m~o
/ I i 992 40 30' 40' -42' I ! Q it p d
13,600 If Lo}8 _____I 40' I __-do-._ I w W J Q y Q
I 10,2669 P Lots I _ I --__ 2 I_____ _40 _
` 1 4,177 sf Lot4 3,600 sf Lof6 _ Lo19_' I l~ I - -_I -40--I - - __40_ �, PhaS6 1 4 9 31 LO155 U o S N w J S
13600 sf i Lo}7 ILof 10 -I }1 2 - ha a -- - - - __ 1 _ _ _ -_ __ __ J 3b-If
I� r 13.600 sf 13.600 sf$, LO}11 I --I - _� 37' l>4__I '
`r9•�i I I 600 t 1 6t 1 -- __ _ _____________
1 1 13, sfl L �IL
NORTH 5_gg ___L I i j3, sf j 4,049? l 00 81 40.sf II Qof 134j l3 Q1331 1600f Lo}131j 13.600 sfI O}129j of 1281 " "a,�9 l ___I _ _6 __ 00 £E Lot 54
T 600 TYT _57, __1 _-_I l _ _
3 sf
40' I 'I 4 2 40'
40 1-_1 __11__
I 3, s II
MATCHLINE- 40 40• 3,600 sf 600 600 600 600 3600 If
I _
SOUTH 4°' � �-- r !--____I I I 600 610
I
I �3, sf g
N86°29'S1'W aa' _I ,
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I I I 130 I _
497.39' 40' 9' 31' q5• -'__ I I I -I I___- I 642 2 615 600 O50 --_______ _
I
I I I I �311241'
IS'S}orm _ v 45' 40' q0, __�L11�__ 13}126 _ _ r ___ _____I
I o}125 i I i i I i II I I I i l � l g F
40'
I sfi 's 1 1231 y�Lof 1221 �1p}121 i ILof 1201 ILof 119 i I LOf 118 � n l e i I 3
I� SOLI Easementef -----98'---'I U CIS -a > 40-��40'- -=` I-� -40'L _40' -401 L-`_ IT-3-!fJ 'y�64 f1 �3-'sf,l 3T f1 4 sf W�l e' I Sot 3 lb
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-- Lot 13 f[j o LI 3� 9 4 41' la' 26� -'40'- -45' r'l �__�_ sf I w fW7 3,681 If o I i o a�9�30(Futu�R� dication)8 8 VE ��� IN 3.600 Q
PRELIMINARY PLAT MAP-NORTH -90= 40 r 40 2 c 6 u 8 " 3
___ 0 i-I-- -��_13' 40' J I -m-Lo�o-I____o O .
r- r _ 8 _
--= 8
of F
-- y-' j �_ ao 6__za _w _ -±aY^ ` I - - a MATCHLINE-NORTH
- I z
-` --= -' ---- SOUTH z a
I Lof 51 'O
q v 3,600 IT
1__!
>I__I_--_____-J I IL a 3
10'Rearyard
Setback 0 60' 120'
40' 40'
Scale:1"=60' w
C o
,
N
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m F
5'Sitleyartll 15'Sitleyartl y 0
Setback r Setback
so Z
Lot 74 Lot 73 I - Lo172
3,6Oosf pI 3,600sf a,600�r III PIiI ROAD HORIZONTAL LINE TABLE ROAD HORIZONTAL CURVE TABLE a Q
III III III Line# Length Curve# P.I. Radius Arch Length Delta P.C. P.T. Tangent Q
Ll 119.125 503.2817W CI 202+03.08 2000.00 67.90 S2°29 5605 W 201+69.12 202+37.02 33.952 H
w a
I I I I I
`------T---li li---r----T `------T---li li-- L2 160.223 586°29'57E C2 I2+37.17 2000.00 51.90 S87°14'33.15'E 12+11.22 I2+63.12 25.952 QJ
--- - i` �20_G=rage---- �_ _
L3 343.989 S86°29'57'E C3 12+85.34 2000.00 44.44 588°37'21.29"E 12+63.12 13+07.57 22.223 �
Setk }
L4 707.009 S86°29'ST'E C4 18+32.84 3000.00 113.40 S2°25'04.72"W 17+76.14 18+g9,54 56.708 >-
10'Drainage 8 10'Fronlyard L5 151.642 S89°75'33"E CS 21+20.20 90.00 137.98 S42°35'03.82°E 20+33.54 21+71.51 86.668 Q
Utility Easement Setback z
L6 135.012 S89°IS'33"E C6 23+35.32 225.00 7.78 S85°30'49.65'E 23+31.43 23+39.21 3.888 _CC
L7 176.135 S03°30'03"W C7 25+13.32 225.00 150.32 S65°23'04.97'E 24+3523 25+85.55 78.085 L
-' -' H L4' -' L8 143.998 Sol°20'O6"W C8 26+74.43 165.00 16105 S74°33'20.76"E 25+a5.55 27+48.60 88.881 LLJ
L9 159.918 S86-30'14"E C9 28+08.36 225.00 116.81 S87°59 33.19"E 27+48.60 28+65.42 59.756 Q
_
O LIO 96.026 S84°31'25'E C70 28+89.69 140.00 48.08 S63°16'53.82'E 28+65.42 29+73.49 24.277 i ti
10'Drainage 8 171stStNE 10'Fronfyard O
Utility Easement Setback LI1 25.771 S61°27'20"E C17 29+19.80 90.00 12.58 S57°26'59.1 T'E 29+13.49 29+26.08 6.303
o � m
E 7 40' 40' L12 248.003 S00°34'39"W C12 29+71.71 221.00 39.60 S56°19'18.04'E 29+51.85 29+91.45 19.856
_20'Go,, _ (D g
a f T
Setback L13 268.448 SOO°34'39"W C13 30+16.77 135.06 50.05 S61°48'16.21"E 29+91A5 30+41.51 25.317
u N
d LI4 78.053 S24°25'20'W C74 36+85.45 90.00 37.46 S72°29'S9.25"W 36+66.45 37+03.91 19.003
sL15 13.525 S87°53'07E C15 39+75.29 1000.00 23.52 S87°12'40.99"E 39+63.53 39+87.05 11.761 <�<
L16 517.745 S86°32'15"E C76 45+58.20 2247.74 106.79 587°53'54.98"E 45+04,79 46+71.58 53.405 L
Let 102 _ Lot 103 i- Let 104 _ L17 153.020 S89°IS'35'E C17 50+77.51 90.00 141.37 S41°29'50.64'E 49+87.51 51+28.88 90.000
0 3,600 If 3,600 If IP 3.600 If L18 37.505 S03°30'09"W C18 398+72.77 90.00 11.81 N7°15'39.12"E 398+66.86 398+78.67 5.915
� 5'Sideyardl � 5'Sitleyard I 119 406.162 S86°29'51"E C19 399+39.37 1198.43 121.31 N8°W'15.79"E 398+78,67 399+99.98 60.706
o Setback Setback
� ~ II L20 32.316 NO3°30'03'E C20 389+00.00 200.00 0.21 SO'34'06.24"W 368+99.89 389+00.11 0.107
O L21 0.027 N05°13'1 7'E C21 389+40.00 200.00 0.12 SO°34'55.16"W 389+39.94 389+g0.06 0.059
I I I I I I
I I I I I I
o I I I I I I I
I__________, -- ---------
L22 39.834 S00°35'S6"W
Q 40- �, L23 124.444 1 SOO°33'54"W
O 10'Rearyard
a
Setback SHEET
CALL AT LEAST 2 TYPICAL LOT SETBACKS AND EASEMENTS R
p SCALE:1-30' PR Of P13
BUSINESS DAYS 24x36
BEFORE YOU DIG 26-0104
1-800-424-5555
LEGEND A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. y s
Boundary Line
Zoning Line W
-
Er Proposed
e R Lice
Rigightbf-Way Line n
E-ftogRgh/oFWay Sheet P8 a
Proposed Tract Line
Proposetl Lot Line O W
Z
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Proposed Easement Line N W n
___-__- Exirhh9�emenlLiie O CI`CV
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E-1119Sxlion Symba/ Q
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NORT 45
SOUTH vl 0113 o CI g 40'- 31� 9 -4
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rv-__ Lot13l sfr_ la rU o � 0 4 0 � ��•`-� �f�-�J�40'' �.Ld1 14_ 26_I 40�-45-�I � '�� �-!__________I i
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m Let 138 l o Lot 52
�I 3,6�00 If Let 136 13,600fsf �L}1 Tin°�973 "°T7 13• __ 40' I N MATCHLINE-NORTH s
m 13,600 If 3600 sf 1 T ILof l4zi 40I of _-_' .__ 40 _ 44' o o 0
Lot 51
° _ 40'_ Oa
s _ _ _ _
I__ 00 6f pp
___ IM 'b 3o T4,203 sf 1 IILo1137.I j ILOr 139� 13600 sf� at sf I y 13o600 sfg1 of 144-I ILo}145-i iLof461 iLo} 7i lion 40-I i_r___I 16'- 24�I =^ •. ICI--j 3,b00 If
i_ SOUTH
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___ ___
----Lot 15I_____I 600 1 1 I 1 36I3 8 t � _ - �
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__ 3, sf j 600 � 600 600 6� I Lot 1 � iLet 521 ILof 153� $`^ _ __________m 45' -I I____ II I----JI sf i3,600 sfT If iLot i3136 sOfl 13b21 sfm i3,600 sty 3,937 If `3r I O z
13,
40' 40' I _ 40• ___I Lof50 I�1---51 I ! I - v I�A 3,600 If
10'etbacktl o ---- T7 40 40 - -----I ,
I I I
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40' - I
Setback - If----LOr IP 50 Row Easement --- �• _27' 73 `-• II 3-00 If
45 40 40 ---40, Z�i 3 16f--I IN r 45 N 10 Sformwater 41' OO S£�3 _______-__
N _
Lot 17
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- --- - - _
3.
m__________1__i! t Lo1171 1 --I -__ i '____II 1 25___ _50, ___4,005 If -a Lot 48 I�
5Setb Ilr li 5Setb rtl ��il`70'Slorrn�Esmt ,i m r - Lot 1701 ��LOt 169i 1 371 40' 11 f IOEa�emenfe5p Resldenhall sa61e I__--Loaf e154 -I id - _____ I
I 6
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Setback Setback oI
.°s 4,050 sf i3,600 s11 0}1681 of 1671 3oi22 sf I 1 \\SO• Open SpacgY990 Lot - I- 3,600 ----I�
Lot 171 Lot 170 Lo}169 Lot 168 I j ¢3.600 sF3.600 sf of 166 b$ / 63,I55 Sf - I 1 I - -
�'
4,050sf °b' 3,600 If °'I 3,600 If °'I 3,600 If I 6S32 sat b 1'^ sCS -T- -'-�±J j� I_ -I 4$676 sfi 3,600 sfi I 391,If 1/-1,o9111sf I 4,005 If --l 00 9£ ICI-_I Lot If
I
li m�s /�' \ 1 f -- 9' _40I I�� 7 / / //3,91116f i
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5.987sf 25' / /� r
-- -----' -- ---' __� ---;----- ------- " C--+ Lot 46 _
T � O.� ® 6 37\ A�Ot 161 O.z 50' I I�I__I 3,600 If I�20
20'G_ge • 3,911 sf _
26' q ,�`/ / 5 _ 57 I I
10'Sfrm \ Tract973(FuW ROW Dedicmion) "O`I y \),�
10'Fronty 10'Drain0age& 4,174sf I_ -• - ^ ___40 20 7'76' 0 B�C�
artl Utility Easement ILof 19 i2l� 3�` �'/��Lot 160 / ' Lo}157 IV I�i 90- N Esmt �`
Lt 99 " �, y w
Setback N I Let 1 y I___�_i i_1___I _I _40^ 26T--21' \ ` 3o943 s$11 �j I` 4440561 / U �t-i 40}045 M
1 --- - 4.548 sf Let 3,943 sf
4,544 sf°1, 14,167 sf' Let I o l/r 4,742 If
'1 I
T Let 221 `-I
3,840 sf Lot 23-i Lot 24-I ` \ I• , _ !F _ uj
13601sf Let 25j N 1 . 4. 1 4_r__J ___T_ ! �9p°" o m >Q Q 1 3,612 sf$I 3,601 sff it Lot 26 1 Lof 27 1 e•` 11 /a �++'g 0
_
I I I I I I j l 600 824
13, sf�
Road A .- '-----' I 3 4 19 - -
nr I � _
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j Lo}28 �` � � n'" L J O��
I 13 sf� i Lot O29f �/ 7`.`S\� pp 75� 42' !p � 39}4 w w�U Q ZO
40' 40� I__ I I_____I 1 ' 1 s/°�i Lot 30 i O ¢ r Q m
37' »37' / / / 4 IZ
N86°29'$1"W _ _ i 4,093 If
��`9 �• f'�$ _ N 1 i °i C9 /i i� I d U 0
10'Drainage& 10'konfyard 352.25' 40' `33•`�/ // � 8 �' 3,956 If
`
U}iliN Easement Setback �26' jp'• / `1 $ �_~sQ``C.7 Lof 43
20' 40' T 40' 40'- ` Lo131 /:/ \ 60'
20'Garak e /i 3,991 s�/ _ 6' 1T
3 z9.� % ��6' T35' 2 - -�0•\ 61l q}•.i
seteq I ,/� 3,991 sf I Lor RU03994 I 3
I I _ If
---'I 1=------1 / - 1 1
I , Lot 32r_-
--- 3,991 If
PRELIMINARY PLAT MAP-SOUTH I a' Lot 33 'I 4,o90 sf it Lot 37 �` 8• a2,ow
yy Lot 35' q a
1 4,046 If P3,769 sf I I 1 4,190 sfG// 8 C ul
\ I
i i Lor 38 w c7
3,735sf-// Q Z
lb Lot 23 Lot 24 Lot 25 _1 _ II__ A°S J 3
3,601 If 3,601 If 3,601 sf 53 1 �__55--- 38• 7 33 33 // / 4,074 f i \��3\\ 0 S
5'Sideyardlm �Im 15'SideYard IIm I `3z:J/i Ag/� ^O.?0• �10 I U Z
Setback Setback I g:.` i'LOt 40 _ Q
, ,� _
I I I I I I I Q.� -
"' a
I I I I I I
I K I z
I
i A
Lot 41 ' �' , a z
L__________I �_______ __I --I 3,950sf / \I 3
_ 40' _ 40'y7 40' 1.
2.25 10Setbackard J -- I P�s i Lot 42 I ,y
T w 5,489 If / �n
TYPICAL LOT SETBACKS AND EASEMENTS
J =
SCALE:I"=30' 0 ` ro
-y O
z I I o o rn
� z
a
ROAD HORIZONTAL LINE TABLE ROAD HORIZONTAL CURVE TABLE MI I a
Tract 999
Line# Length Curve# P.I. Radius Arch Length Delta P.C. P.T. Tangent 321,034 If I-
L1 119.125 S03°28'17'W Ci 202+03.08 2000.00 67.90 S2°29'560SW 201+69.12 202+37.02 33.952 I I I IL
L2 160.223 S86°29'57'E C2 12+37.17 2000.00 51.90 S87°14'33.15'E 12+11.22 12+63.12 25.952 I I }
L3 343.989 S86°29'57'E C3 12+85.34 2000.00 44.44 S88°37'21.29"E 12+63.12 13+07.57 22.223
L4 707+009 S86-29'57'E C4 18+32.84 3000.00 113.40 S2°25'04.72W 17+76.14 18+89.54 56.708 I z
US 151.M2 S89°15'33"E C5 21+20.20 90.00 137.98 S42°3503.82'E 20+33.54 21+71.51 86.668 C
L6 135.012 S89°1S'33"E C6 1 23+35.32 1 225.00 7.78 S85°30'49.65"E 23+31.43 23+39.21 3.888 I I I <
N L7 176.135 S03°30'03"W C7 25+13.32 225.00 150.32 S65°23'04.9T'E 24+35.23 25+85.55 78.085 L1..1
L8 143.998 S01°20106"W C8 26+74.43 165.00 163.05 S74P 33'20.76"E 25+85.55 27+48.60 W.881 I I I 3
d L9 159.918 S86-W 14"E C9 28+08.36 225.00 116.81 S87°59 33.19"E 27+48.60 28+65.42 59.756 L
o LIO 96.026 S84°31'25'E CIO 28+89.69 140.00 48.08 S63°16'53.82'E 28+65.42 29+13.49 24.277 I O y
LII 25.771 S61°27'2O'E C11 29+19.80 90.00 12.58 S57°26'59.1 TIE 29+13.49 29+26.08 6.303 I I I (1) g
L12 248.003 SOO°34'39"W C12 29+71.71 221.00 39.60 S56°19'18.04"E 29+51.85 29+91.45 19.856 I N
L13 268.448 SOO°34'39"W C13 30+16.77 135.06 50.05 S61°48'16.21"E 29+91.45 30+41.51 25.317
N
s N
L14 78.053 S24°25'29'W C14 36+85.45 90.00 37.46 512°29'59.25W 36+66.45 37+03.91 19.003
LIS 13.525 S8753'07'E C15 39+75.29 1000.00 23.52 S87°12'40.99"E 39+63.53 39+87.05 11.761 0 2
N87°14'14"W 393.90'
L16 517.745 S86°32'15"E C16 45+58.20 2247.74 106.79 S87°53'54.98'E 45+04.79 46+11.58 53.405 0 N$9°10'DT'W 330.86'
L17 153.020 S89°15'35"E C17 50+77.51 90.00 141.37 S41°29'50.64"E 49+87.51 51+28.88 90,000
a
0
LIS 37.505 S03°30'0911W C78 398+72.77 90.00 11.81 N7°15'39.12"E 398+66.86 398+78.67 5.915
119 406.162 S86-2951"E C19 399+39.37 1198.43 121.31 148°07'15.79"E 398+78.67 399+99.98 60.706
'0
L20 32.316 NO3°30'03"E C20 389,00.00 200.00 0.21 SO'34'06.24"W 388+99.89 389+00.11 0.107
L21 0.027 N05°13'17'E C21 389+40.00 200.00 0.12 SO'34'S5.16"W 389+39.94 389+40.06 0.059
0 60, 120'
Q L22 39,834 S00°35'S6"W
o-p L23 124.444 S00°33'54"W Scale:I"=60'
SHEET
CALL AT LEAST 2 P9 Of P 13
BUSINESS DAYS 24x36
BEFORE YOU DIG 26-0104
1-800-424-5555
A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. uj
y s
q.
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c Hydrologic Soil Gmup:B
< McKenna Gravelly Silt Loam
Hydrologic Soil Group:D
Compact Fill Area to 95%Modified Proctor
a
SHEET
CALL AT LEAST 2 P 10 p( P 13
BUSINESS DAYS 24.36
BEFORE YOU DIG 26-0104
1-800-424-5555
A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M.
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22'min.Crushed Surfacin To
9 P
Course,Compacted}o 95% _P
Course,Compacted to 95% 3"Class B(2 Lift,Required) Density(typ)
Density(typ) 4!AT SECTION A rs
mm.2'Crushed Base coarse 171 st St.NE,Road A and Road B - j - -
-- - - - _ _ — '. 1 a
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SECTION Aa Density(typ) Course,Compacted to
Course,Compacted to 95% 2"min.Crushed Surfacing Top 4^ATg Course,Compacted to 95%
min.2'cn:ned Base Coarse 95% min.2"Crushed Base coarse SECTION C Density(typ)
Proposed Local Access Street Density(typ)
Road A Proposed Local Access Sheer
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6"min.Cement Concrete(typ)
6'min.Cement Concrete(typ)
C'min.Cement Concrete(typ) 3"Class B 21Jfh Re d 2"min.Crushed Surfacing Top PH O( P 13
3"Class B(2 Lifts Required) 2"min.Crushed Surfacing Top 1 pare 1
4"Crushed Base Course,Compacted to 95% CALL AT LEAST 2 2"min.Crushed Surfacing Top 4°ArB Course,compacted to 95%
course,Compactedto95% min.2'Cwshed Base Course SECTION E 24x36
Gravel Borrow Or as Section D Density(typ) BUSINESS DAYSDensity(typ) Proposed Local Access Street Density(typ)
Approved by City Engineer Road D BEFORE YOU DIG East Enhance
26-0104
1-800-424-5555
LEGEND A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. y s
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�. SHEET
o CALL AT LEAST 2 ----------- -+---- �� P12 of P13
BUSINESS DAYS
------------ -- _
BEFORE YOU DIG __ ___ �� _
——— 24x36
__;
1-800-424-5555 ---
A PORTION OF SECTION 25&26,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. y s
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TREE COUNT DESCRIPTION
Tree # DBH (in.) Tree Type Approx Drip Tree # DBH (in.) Tree Type Approx Drip Tree # DBH (in.) Tree Type Approx Drip Tree # DBH (in.) Tree Type Approx Drip W
Line Line Line Line Cq L
.06934 16 Conifer 36' 7085 22 Fir 20' 7292 16 Ald 30' 7600 48 Ald 40' Q
Q
6935 12 Conifer 30' 7086 14 Fir 16' 7293 8 Ald 30' 7601 12 Ald 30'
6936 14 Conifer 30' 7087 14 Fir 12' 7441 18 Fir 40' 7602 12 Ald 30' Z
6937 24 Conifer 30' 7089 14 Fir 20' 7442 12 Fir 40' 7603 24 Fir 30'
6938 18 Conifer 36' 7090 12 Fir 20' 7443 24 Fir 40' 7604 14 Ald 30'
6940 16 Conifer 40' 7091 12 Fir 16' 7444 20 Fir 40' 7605 26 Fir 30'
6941 16 Conifer 40' 7092 12 Fir 10' 7445 20 Fir 40' 7606 12 Ald 20' a
6942 12 Conifer 30' 7093 18 Fir 16' 7446 60 Fir 40' 7607 10 Ald 20'
6943 20 Conifer 30' 7094 18 Fir 12' 7447 20 Fir 50' 7608 50 Cod 50' ea 0
6944 20 Conifer 36' 7095 14 Fir 16' 7448 20 Fir 40' 7609 36 Ced 30, D L
6945 14 Conifer 28' 7096 14 Fir 16 7449 14 Fir 30' 7610 22 Fir 30' = o
6946 12 Conifer 24' 7098 14 Fir 16' 7450 16 Fir 40' 7611 24 Fir 30'
6948 14 Fir 36' 7099 14 Fir 16' 7451 16 Fir 40' 7612 12 Fir 30' r 3
6950 18 Fir 32' 7100 12 Fir 10' 7452 12 Fir 30' 7613 14 Fir 30' Q
7001 16 Fir 20' 7101 12 Fir 12' 7453 12 Fir 30' 7614 10 Ald 20' z
7002 20 Fir 4' 7102 12 Fir 10' 7454 12 Fir 30' 7615 10 Ald 20'
7003 25 Fir 26' 7103 12 Fir 16' 7455 12 Fir 30' 7616 10 Ald 20'
7004 20 Fir 24' 7104 18 Fir 16' 7456 20 Fir 30' 7636 12 Ald 28'
7005 13 Fir 12' 7105 18 Fir 20' 7457 12 Fir 30' 7637 10 Ald 28'
7006 13 Fir 14' 7107 16 Fir 12' 7458 12 Fir 40' 7638 10 Ald 28'
7007 12 Fir 14' 7108 12 Fir 16' 7459 14 Fir 30' 7639 10 Ald 16'
7008 12 Fir 12' 7109 12 Fir 10' 7461 16 Fir 30' 7640 16 Ald 16'
7010 16 Fir 28' 7110 12 Fir 12' 7462 12 Fir 20' 7641 8 Ald 12'
7011 20 Dec 26' 7112 12 Fir 16' 7463 12 Fir 20' 7642 12 Ald 16'
7015 12 Fir 16' 7114 14 Fir 12' 7464 12 Fir 20' 7643 18 Ald 40'
7016 12 Fir 16' 7117 12 Fir 10' 7465 12 Fir 20' 7644 12 Ald 28'
7017 12 Fir 16' 7118 12 Fir 10' 7468 12 Fir 20' 7645 8 Ald 20'
7018 12 Fir 20' 7119 12 Fir 16' 7469 12 Fir 20' 7646 16 Ald 40'
7026 14 Fir 10' 7123 16 Fir 16' 7473 12 Fir 20' 7647 8 Ald 12'
7027 24 Fir 30' 7124 14 Fir 12' 7474 12 Fir 20' 7648 10 Ald 24'
7028 20 Fir 20' 7125 18 Fir 12' 7475 12 Fir 20' 7649 10 Ald 16'
7031 12 Fir 16' 7126 16 Fir 16' 7476 14 Fir 20' 7650 10 Ald 16' N
7033 32 Fir 20' 7127 12 Fir 16' 7477 12 Fir 20' 7651 10 Ald 16,
7034 32 Fir 34' 7128 12 Fir 12' 7478 12 Fir 20' 7652 10 Ald 16' ` A
7036 12 Fir 20' 7129 16 Fir 16' 7479 12 Fir 20' 7653 10 Ald 16'
7037 12 Fir 12' 7130 14 Fir 20' 7480 20 Fir 20' 7654 10 Ald 16' Q w
7039 12 Fir 10' 7131 16 Fir 12' 7481 12 Fir 20' 7655 10 Ald 16' ~°i ouj
7040 12 Fir 10' 7132 14 Fir 10' 7483 12 Fir 20' 7656 10 Ald 16' w}g z><>
7041 12 Fir 12' 7133 18 Fir 10 7488 12 Fir 20' 7657 12 Ald 30' J 'm z
7042 12 Fir 12' 7142 12 Fir 12' 7498 12 Fir 20' 7663 14 Ald 24' "'U <O¢S
7043 12 Fir 12' 7145 14 Fir 16' 7499 12 Fir 20' 7665 14 Ald 16' u' w<m
7044 12 Fir 14' 7146 12 Fir 10' 7540 24 Fir 30' 7666 28 Fir 32' U 0 a
7046 14 Fir 10' 7147 12 Fir 16' 7550 12 Fir 16' 7667 22 Fir 36'
7048 12 Fir 10' 7151 14 Fir 10' 7556 12 Fir 16' 7668 22 Fir 36'
7049 12 Fir 10' 7152 12 Fir 12' 7557 12 Fir 16, 7669 24 Fir 36' f
7050 12 Fir 12' 7155 12 Fir 12' 7558 12 Fir 16' 7670 8 Ald 12' 3
7052 15 Fir 10' 7159 12 Fir 12' 7560 12 Fir 16' 7671 16 Fir 30' y
7053 12 Fir 10' 7160 14 Fir 20' 7561 12 Fir 16' 7672 12 Ald 12' w
7054 16 Fir 10' 7163 12 Fir 16' 7562 20 Fir 16' 7695 14 Ald 16' w
7055 16 Fir 14' 7165 14 Fir 16' 7564 12 Fir 16' 7696 14 Ald 16' i
7056 12 Fir 10' 7166 14 Fir 12' 7565 20 Fir 16' 7697 12 Ald 20' n
7057 22 Fir 10' 7171 14 Fir 10' 7570 12 Fir 16' 7698 12 Ald 20' i
7058 12 Fir 10' 7172 12 Fir 10' 7571 10 Fir 16' 7699 12 Ald 20'
7059 12 Fir 10' 7173 12 Fir 10' 7572 14 Fir 16' 7700 14 Ald 20' U 3 i
7060 14 Fir 10' 7174 12 Fir 14' 7573 12 Fir 16' 7701 10 Ald 20' � o m
7061 12 Fir 10' 7175 12 Fir 14' 7574 8 Ald 30' 7712 12 Ald 28'
7062 16 Fir 16' 7176 13 Fir 16' 7575 8 Ald 30' 7713 10 Ald 20' s
7063 18 Fir 14' 7178 12 Fir 12' 7576 8 Ald 30' 7714 10 Ald 40' � <z
7064 12 Fir 16' 7179 18 Ced 28' 7577 48 Ald 40' 7715 12 Ald 12, '3
7065 14 Fir 10' 7181 16 Ced 28' 7578 8 Ald 30' 7716 12 Ald 24, z�_
7066 12 Fir 12, 7182 12 Ced 28, 7579 12 Ald 40' 7717 10 Ald 16' v�
7067 14 Fir 12' 7183 16 Ced 32' 7580 12 Ald 40' 7718 8 Ald 16' c °e
7068 14 Fir 16 7184 16 Ced 32' 7581 48 Ald 30' 7721 12 Ald 16' C
7069 12 Fir 14' 7185 18 Fir 32' 7582 12 Ald 40' 7722 10 Ald 16' J p LLJ
7070 24 Fir 20' 7186 12 Fruit 24' 7583 10 Ald 30' 7723 12 Ald 16' w 7071 18 Fir 16' 7187 10 Fruit 24' 7584 10 Ald 30' 7724 10 Ald 16' Q
7072 12 Fir 12' 7188 16 Fruit 24' 7585 12 Ald 30' 7725 10 Ald 30' LL
7073 16 Fir 16' 7190 10 Fruit 24' 7586 12 Ald 30' 7726 8 Ald 36' 0 ~
7074 14 Fir 16' 7191 10 Fruit 24' 7587 10 Ald 30' 7727 14 Ald 30' z z
7075 12 Fir 12, 7192 48 Ced 36, 7588 36 Ald 30, 7728 10 Ald 50' ¢ O
7076 16 Fir 10' 7193 38 Ced 36' 7589 24 Ald 30' 7729 8 Ald 12, o H
7077 12 Fir 12, 7194 24 Ced 36' 7590 60 Ald 40, 7730 8 Ald 30' < z
7078 14 Fir 12' 7195 28 AId 30' 7594 36 Ald 60' 7731 12 Ald 24, L1.J
7079 12 Fir 10' 7196 24 Hem 32' 7595 36 Ald 60'
7081 14 Fir 10' 7197 8 AId 24' 7596 12 Birch 40' LLI
7082 16 Fir 16' 7198 30 Ced 36' 7597 16 Ald 40' �
7083 16 Fir 16' 7290 16 Ald 30' 7598 22 Ald 40' LLI
7084 18 Fir 24' 7291 16 Ald 30' 7599 10 Ald 30' LLJ
I-
309 SignificantTrees To Be Removed
m Total Diameter 4,687 inches
0 927 Replacement Trees Required Z
o
c 3 LLJ
m
L �
O
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g
V) N
L
O
O
O
41
Q
O
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SHEET
P13 of P13
24x36
26-0104