PLN20080046 revised prelim plat docs.pdfSCALE: 1'1 = 30'
0 15 30 60
242NO PL SW
_N3924'161N _
J25.0O(R2) 32499(Al)
819S OF 6EARIlJGS
74
ATT.-IV 94n4. ! J ?4
SW 1/4, SW 1/4, SEC 32, T 27N, R 4 E, WM
I {
I I l�j 1
F JJ 4'X4" V If .V W
2' BRASS V "T " ASEJ . f A
O.JY BECOV/ GRADD E IN GAS` \Y/
HELD FW BEARINGS. AAA
Or' BRApCEY ROAD
® I EVE OMENT SERVICES.
rxIW douNTEP
I T�
OIL
>.7 f743F31J%T C3'7>:1 Y '?'t:J T
OHP -- C}iP -- /
I \
0 r. i 2 F 27 F9 �2. ASPHALT CZ laSiID f LOT T J !? F i?T I F iD BUFFER AJ HOUSE
.LQ°Yi67A76' _.I J;T5� . Z >Yi17Fr TiS .. J.5T,r,
It 1 _ IT 389�4Y6'E 30254' ., .'m sE,
o4P- - NOU
-I �, STOP ' Tr-r-7 2.12'
g
II Houma \ N 2153b2' W
I S9� 7
9}+ S J5- 2'
A lj /»� /4t 0 11
Asi^:7 /u IJ92110T FR3 7 1.1Mk� lei i�•Fv eJl \
LEGAL DESCRIPTION SURVEY NOTES
I
T 2 1 K 7 AND LOT 15 BLOCK 6 LAKE I ME MFORMARON DEPICTED ON THIS MAP REPRESENTS ME
v
BA 5 GANG 2 , BLOC
SUBDIVISION NO. i, INCLUDING THAT
PART OF LAND CO'S PUT ROADLYING BETWEEN LOT 15
PART OF VACATED ROAD LN
RESULTS OF A SURVEY MADE ON INC 7DA UG THE GE E R LAND
CAN ONLY BE CONSIDERED AS INDIGO RNG ME GENERAL
244%-H ST SW
BLCK 7.
20 AND 21 Kl SAID BLOCK 7,
LOTS 20Y S
IN BLOCK 6, AND E PLAT
ACCORDING TO THE PUT THEREOF, RECORDED IN VOLUME 9 OF
CONOI RLW EXISTING AT THAT TIME.
I SR 1 04)
PUTS, PAGES 57 AND 58, RECORDS OF SNOHOMISH COUNTY,
2. UNDERGROUND U)7RACT RETIE SHALL WRAAlEO DIMING MlS
SURVEY. E CONTRACTOR EXACT
- -
EXCEPTWASHIN
EXCEPT THAT PORTION CONVEYED TO THE STATE OF
AND 97E OF EWSRNC UTILITIES PRIOR
LOCATION, SIZE O FXSD G N077E
,
WASHINGTON BY DEED RECORDED UNDER AUDITOR'S FILE
UELEVAPC17CR'Yt
TO CQY577N/CROH
SI'/OCR. SEC. 4 II;P. 2711. RGE. 4 E. 4'/tl.
CALCULATED POSITOV
NUMBER 2033564;
TOGETHER WITH SHORELANDS OF THE SECOND CLASS SITUATE IN
J INSIZES KERELOCATED & SPEOESOETERMIN£D TO THE
BEST OF OUR ASUM HOWEVER, MEAD CHMAN &
FRONT OF, ADJACENT TO OR ABUTTING UPON LOTS 20 AND 21.
ASSOCIATES DOES NOT WARRANT ME ACCURACY OF SIZE &
BLOCK 7 OF SAID LAKE BAWNGER LAND CO'S PUT
SPECIES 9/OAN HEREON. ANY TREES CONSIDERED TO BE
SUBDIVISION No. 1.
CRITICAL SHOULD BE VERIFIED BY A TRAINED ARBORIST
SITUATE IN THE COUNTY OF SNOHOMISH. STATE OF
4. MIS MAP DOES NOT PURPORT TO SHOWALL EASEMENTS OF
WASHINGTON.
RECORD.
®
OA T U MIO A S' I S O F
5. NO PROPERTY CORNERS WERE SET !N COM.VNCIIM WW THIS
SURVEY.
BEARINGS
REFERENCES
BASIS OF BEARINGS WA STATE PLANE, NORM ZONE. HAD 8J/91
I. LAKE BALLINGER (AND COS PLAT $UBpNSION NO I AS
RECORDED /N NLDME 9 OF PUTS PAGES 57 AND 58,
ORIGINATING BENCHMARK
RECORDS OF S UHOV15H COUNTY, WASNOIGTO I,
W.CCS SURVEY CONTROL DATABASE PONT 10 175, FOUND 2'
2. PLAT OF BALLAWR SHORES AS RECORDED /N VOLUME JJ OF
DOMED BRASS DISK ON NW CORNER OF CONCRETE FOOTING OF
PLAIS PAGE 89, RECORDS OF SHOHOM/SH COUNTY•
TRAFFIC 90NAL CONTROL BOX. LOCATED IN ME SE OVADRANT OF
WASINJGTOV.
ME INTERSECTION OF MERIDIAN AVE. AND N. 2OOM ST. ELEV. -
42J.6l'
J. BOUNDARY LINE AGREEMENT CITING SNOHOMISH COUNTY
SUPERIOR COURT CAUSE NO. 41910. S4ID AGREEMENT IS
IBM-8:
RECORDED UNDER AUDITORS FILE NUMBER 84/038, RECORDS
OF SNOHOMISH COUNTY, WASHINGTON.
®2013 ME BLUEUNE GROUP
PUNCHED vim ROADSIDE. UPPER FLANGE BOLT OF FIRE HYDRANT
ON W. SIDE OF" 76TH AVE. W. OPP097E ME SW CORNER OF ME
SUB,ECr PROPERTY, AS SHOW, nXV.. - 302.38'
I8M-O
RAILROAD SPIKE IN W. FACE OF POKER POLE AT THE NW CORNER
OF THE SUBJECT PROPERTY, AS SHOWN. ELEV. = 297.J5
VERTICAL DATUM.• HAW M
21 7
R 7 f 7 £; K '%
21
SITE
VICINITY MAP
NOT TO SCALE
t-
D
m
D
' L>T 7 Sc'.CLT n10
G La15 S' �NrJ t<F LANl7� _
_ — m
.y \� CL�S-� 5.40R�i-ANDS
SURVEY NOTE
THE TOPOGRAPHY, SURVEY N07ES AND ANY OTHER SURVEYING
INFORMA77ON SHOWN ON THIS MAP IS BASED ON A SURVEY
MAP BY MEAD GILMAN & ASSOCIATES
PROJECT INFORMATION
PARCEL NUMBERS
0048830060150J• 00488800601502,
00488800601501, 00488600702000
97E AREA:
9J 901 SF / 2.156 AC
PROPOSED LOTS:
7
EXISTING & PROPOSED ZONING` ITS-8 /RSW-I2
LOTS PER ACRE. •
125
A VERA GE LOT 97E
111030 SF
SMALLEST PROPOSED LOT
d 400 SF, LOT 2
PROPOSED USE.,
SINGLE FAMILY RESIDENTIAL
SEWAGE DISPOSAL:
ON OF EDMONDS
WATER SYSTEM:
CITY OF EDMONDS
SCHOOL OISMICT.-
EDMONDS 50 NO. 15
FIRE DISMICK
CITY OF EDMONDS
SETBACKS RS-B'
FRONT - 25'/ 90E - 7.5'/REAR - 15'
SETBACKS RSW-12.•
FRONT -15'/90E-10'/REAR-J5'
SLOPE DATA
0-15X SLOPE
9J.90/ 5F
15-20X SLOPE
-
20-25X 9CPE.•
-
25-JJX aOPE
-
IJ39 SLOPE,
-
ROAD
LINEAGE-1. '
-414 Y
ACREAGE.'
PERCENT OF SI1E.•
^•16,68fi y:/0.38J AC
17.8R
12106113
- —SO-
EWS77NO STORM DRUM PIPE
- SS-
EXIS RNG SEVER MAIN
- --W-EV
TING WATER MAIN
- --OHP-
EXISTING AERIAL POKER ONE
- --X
WREFENCE
❑
CATCH BASIN, TYPE I
®
CATCN BASIN, T/PE I
®
SEWER MANHOLE
W-
WATER METER -
V6P
/d'PRAP PAD
o
MAR 60K
SIGN
--Q
STREET LIGHT
COWFEROUS 777E£
ODECIDUOUS
TREE
PROJECT TEAM
OWNER
SURVEYOR
ARDSLEY HOMES LLC
MEAD GILMAN & ASSO..I^ATES
16108 ASH WAY, SUITE 201
17625 1JOM ALE NE SUITE 104
LNINK000, WA 98087
(425) 176-5328
BOODINVILLE, WA 98072
(425) 486-1252
CONTACT.• LYLE LANDRIE
CONrACF. SHANEBARNES PLS
SUMMIT SUR VEYWC, INC
APPLICANT
1260662NO AVE HE
ARDREY HOMES LLC
WRWAND, WA 98034
(425) 814-8487
16108 ASH WAY, SUITE 201
OWTHOOO WA 98087
CONTACT- CHUCK RICHARDSON
(4Z5) 275-5J28
COVTACR LYLELANDRIE
CIVIL ENGINEER ARCHITECT
ME BLUEUNE CROUP NASH "ES ANDERSON
25 CENTRAL WAY, SV17E 400 11644 HE 80M ST
WRKLAND, WA 980JJ WRWANO, WA 9603J
(425) 216-4051 ..223 (425) 826-1918
CONTACT- ROB L. LONG, PE CONTACT MNE JOHNSON
UNDERGROUND UTILITY NOTE
UNDERGROUND UTILITIES ARE SHOWN /N THE APPROXIMATE LOCATION. THERE IS
NO GUARANTEE THAT ALL UTILITY LINES ARE SHOW, OR THAT THE LOCATION,
SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL
INDICATED PIPING WHERE CROSSING, INTERFERENCE$ OR CONNECTIONS OCCUR
PRIOR TO TRENCHING OR EXCAVA DON FOR ANY PIPE OR STRUCTURES TO
DETERMINE ACTUAL LOCATIONS SIZE AND MATERIAL. THE CONTRACTOR SHALL
MAKE THE APPROPRIATE PROVISION FOR PR07EC77ON OF SAID FACILITIES. THE
CONTRACTOR SHALL NOTIFY ONE CALL AT 1-800-424-5555 AND ARRANGE
FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION.
s s
a$
a}
BLUEUNE
SCALE: AS
NO1ED
PROJECT VANAGER.
ROB L LONG; RE
PRO11 JECT ENGINEER.
ROB L LONG, PE
DESIGNER:
X571H H. ROOOA
ISSUE DATE:
12/6/2013
Z
N 0
� � 2
a m T
(n
IL
�.1
W
Z 41 0
Qz
-1 Ell
Z
�1 P7 W
V Ej LL
E4
® N
U
JOBS N-1317-
12-144
SHEET NAME:
PP-O 1
BHT I OF 1
2
I
4
m
w
K
n �
o
3
S
a
0
ZI�
ti
'I
o
J,
L)
2
"
SW 1/4, SW 1/4, SEC 32, T 27N, R 4 E, WM
HILL - LAKE BALLINGER PLAT
242NO PL. SW
nJ89'24'16 iV
BASS OF BEARINGS
I
' I I
I
II
I I r
+ u l SCALE- 1" = 30'
0 15 30 60
I I
jI �IIjj� -Pare.. P� OSEO GOYTETRS
FWI'D 12' REBAR &
rj _ CAP 22969 I2055
n . _ - _ _ _ - 0, I' S OF PROP. UNE
9R� I I AF?HAL 111,1E 2'
� _
'I x.. �T
III _ i � tff
I I
11
I I 3 �
�L
it
3
I z l f k
IdV I I ML
A
Idl I!'
TBS-ems L��
FOUIJO 4'X4' COVC. MON 4V --- _.
2• BRASS DI_C IX/ _+- PUNCH.
0,37' BELO45 GRADE RJ CAS_. tx{
HElO FOR 3fARllJGS. V a \
VA A Pa'i RO,'I
O BRADLEY ROAD
ITE
VICINITY MAP
\ NOT TO SCALE
UA
OkP I2T -OHO- - - -- -OHO = - — -�_L -_- _ _- -- '» IAN �_-__--
ItF v/I } l4T 12x 147 r4T 2Ri 10- 2JFg Y. ASPHALT DRIVE' ,_ 15 ll'r r7 2T BUFFER
-j _ p;r isr IDt 2J 1 s 12T12r ror HOUSE
��i�i�Nr`�N$'.71}[4°'Lilf•#°�61ti76'?��� 7 F�s�rs:22 i�-
r a'F rax r -r r2' Lw'To t,IUX F€r/cE ' r l' ,, __ - -�;g 897 Y 1 208.27 -- — — — — -
2/ 1^' 12F 22F rB CI '
€ N f3Y82S'E' . 35444'W " 9 p"` 10'Ii1DE sari. AND oR
35.38' JO'P ATES STORM SEWER EASEAIEPLT4 .!�
I 26.71' -I'• an/ I560696.
1
7 DRAT ASEMfNT FLAGGED 'EST W 4 1 v LOT UIIE
' ��UIILARY O7 D
-- �-. 89-7418W �- LOT 7' Irr"/ �naNO
IGH
100 72.50 80.00' {•' rl aP r39. 12' spa''I vRva1TE�) m FL.nccf0
- - — .Y .. 'V ORDINARY
V H
ID' r• y v 4- y I 1 •+' WATER Ll,)f m
�' .. N tl?
�' = • m 3`- � �DUREr� 1,1,CA lV ET N (I/2r/os �
! �4 ,\ J
y , , . - e a- 0'h0' �� • s. ' - IE DO RAT/(JG '\ m
K03544-E-etl�2.56'% C) — J1' ScbRe: 25� ° ' Lmr DOCKj, D
r
71
{ ��
Y TysF �,
��� �
I I `, I : l ..> 1:. _ >. _.��2 , ,cj f2s, AccEss & U1INM'+IA : E'er �N w ,-
1 ��
E
. A _r .Z77j� ,.
11.. 'jam LOT4 `/ �'I 'viz0� /V2 F i hB£N£AT L0T6 s•W
i LOT 1 , • , , .. W ' �' i' (CAOSS-HATCHED L Y LOp y
$ LOT2 I (LDT3 � � �' b 15
),. \ (98035� AR€A) LOT6 NI
9999SS' �� _ 1d4005F 3 �� 7oO 5�) ( :! . I :J� 111� j' �10z(1 (140265F)
_ y v I . OREr.4 N05
�(& ���� � 2DN ✓� 3 I � 11.54'� ro Lor -
( ���.. I { 2� (N[2re�qu of L9T21
2 LOT 5 h I II v Y
I.. I r0"cl (r2,46a 5F) o I—___—y\ ✓:rz — — ___-�-er�"'�-m__�_ m\--
1
L
- u r4- ✓J
ORI VA 5 R �• ��.',y✓ _ _
uvE of LOT rs _� c - _ u ,� _ v c� �i'✓ V > c - __ -- 27• 342.73' cHArN u,1K FENCE
-- D7839T ono_ T 12 - 72 50' •. �, / �TSH orb
( .� 2y_
-- - - -_ Bf
i II 1 -$ 7496E-10254'-' -=- - �-s•- =6`F— r7HCNsf 1� Houma
II \ S 03544'W EX,SR11G 11H TGuas
I f C iBusl 2.12' T
., STOP • 7 >•-
9 I HcvJSE , \ t 4.3133'02" W
J'
LEGAL DESCRIPTION SURVEY NOTES
LOTS 20 AND 21. BLOCK 7, AND LOT 15, BLOCK 6, LAKE
1. ME INFORMA BON DEPICTED OWN MIS MAP REPRESENTS ME
v
BAWNGER LAND CO'S PLAT SUBDIVISION NO. 1, INCLVDMG THAT
RES7L IS OF A SURVEYMAOE ON THE DATE INDICATED AND
2 4 4 T •W S T. s W
PART OF VACATED BRADLEY ROAD LYING BETWEEN SAID LOT 15
IN BLOCK 6, AND LOTS 20 AND 21 IN SAID BLOCK 7,
CAN ONLY BE COM1'_JDERED AS INOCA 17NO ME GENERAL
CONDITION EXISTING AT MAT NYE.
1 (SR 1 04)
ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 9 OF
PUTS, PAGES 57 AND 59, RECORDS OFSNOHOMISH COUNTY,
2 UNDERGROUND V CIRES WERE NOT LOCATED DURING THIS
- - _
WAS I NGTO.N;
SURVEY, IN,' TRACTOR SHALL VERJFY INC EXACT
SIV CGR., SEC. 4. T,;P. 27 Nl. ROE. 4 E. 0%S.
EXCEPT THAT PORTION CONVEYED TO THE STATE OF
WASTINGTON BY DEED RECORDED UNDER AUDITOR'S FILE
LOCATION. ELEVARON AND SIZE OFEXISRNC UTIUR£S PRIOR
TO CONSMUCBON.
CAL CULA IRO ICIBOV
NUMBER 2033564:
3 SIZES WERE LOCATED d' SPREES DETERMINED i0 Mf
TOGETHER WITH AB THE SECOND CUSS SITUATE IN
BEE &D
BEST OF OUR ABILITY HOWEVER, MEAD CCURA @
CENTSHORELANOSOR UPON LOTS 20 AND 21,
FRONT OF, ADJACENT TO
WARRANT THE ACCURACY OF SIZE &
AL NGERLABUTTING
BLOCK 7 OF SAID LAKE BAWNGER WLO COPS PUT
W hrRET ANY T
SPEOES SI/OWN CONSIDERED TO B£
STEIN S SHOW
SUBDIVISION N0. /.
CR/KCAL SHOULD BE VERIFIED BY A MANNED ARBOINlST
BE VE. BY
SITUATE IN THE COUNTY O SNOHOAISH, STATE O
4. THIS MAP DOES NOT PURPORT TO SLOW ALL EASEMENTS OF
WASHINGTON,
RECORD.
OA TU MIBA S 1 S OF
5 NO PROPERTY CORNERS WERE SET M CON,UNCROV WI M THIS
BEARINGS
SURVEY,
REFERENCES
IN
BASS OF BEARINGS WA STATE PLANE, NORM ZONE, MAD 83/91
1. LAKE BALLINGER LAND COS. PLAT SUSENSION NO I AS
ORCfiNA1R5IC BENCHMARKRECORDED
IN VOUV£ 9 OF PLATS PAGES 57 AND 56,
RECORDS OF SNONOMISH COUNTY, WASHINGTOJ.
WCCS SURVEY COYIROL DATABASE PONT ID I75. FOUND 2'
2 PLAT OFBALUN(kR SHORES AS RECORDED IN VOLUME JJ OF
& a
DOMED BRASS OS( ON NW COINER OF CONCRETE FOODNC OF
PLATS PACE 69. RECORDS OF SNONOMISI COUNTY,
TRAM SIGNAL CONTROL BOIL LOCATED IN NNE SE OUAORANT of
ME MTERSECRON OF MERIDIAN AVE. AND N. 200M ST.. ELEV. _
WASHINGTON.
42361'
3 BOUNDARY LINE AGREEMENT CI PING SNONOUISH COUNTY
TRW-g
SUPERIOR COURT CAUSE NO 4Hna SAID AGREEMENT IS
E 4
4Lrs op i ,p
RECORDED UNDER AVOTORS FILE NUMBER 84IOJ8, RECORDS
OF SNOHOMISI COUNTY, WASIINGTON.
'
AR •6�..'Pd
'X' PUNCHED IN ROADSIDE, UPPER FLANGE BET OF FIRE HYDRANT
y iA
-X
ON W SIDE OF 76IN ALE W. GPPOSTE ME SW CORNER OF THE
SLI&ECTPROP£RrY, AS SNOW. ELEV. = J02.J8'
SURVEY NOTE
THE TOPOGRAPHY, SURVEY NOTES AND ANY OTHER SURVEYING�
29291 V
r6.
m -E
RAILROAD SPIKE IN W. FACE LK POWER PEE AT THE NW CORNER
INFORMATION SHOWN ON THIS MAP IS BASED ON A SURVEY
ii.L.p2?a
OF ME SVe.ECT PROPERTY. AS SHOW. ELEV. = 297.JS
MAP BY MEAD OILMAN do ASSOCIATES
row
®201J ME BLUELINE GROUP
-
12 0613
VERTICAL DATUM: NAND B8
PROJECT INFORMATION
PARCEL NUMBERS
004888005'OI50J, 00486600601502,
00486800601501, 00486800702000
SITE AREA
93,901 SF/ 2.156 AC
PROPOSED LOTS
7
EVSRNC h PROPOSED ZONING` RS-8 /RSW-12
LOTS PER ACRE
325
AVERAGE LOT SIZE
11,050 SF
SMALLESr PROPOSED LOP.
6, 4o0 SF, LOT 2
PROPOSED UY.'
SINGLE FAMILY RESDENBAI
SEWAGE DISPOSAL
CITY or EDMONDS
WATER SYSTEIt
CIrY OF EDMONDS
SCHOOL DISTRCT,,
EDMONDS 50 NO. 15
FIRE OSTRlC i.'
cry or EOMONDS
SETBACKS R$-B'
FRoNr - 25'/ SIDE - 7.5'/REAR - IS'
SETBACKS RSW-12
FRONT - L5'/St0£ - 10'/REAR - J5'
$LOPE DATA
0- SOP£.•
93, 901 Sr
-2O20X SLOPE
-
2 0-3R StOPE
-
3SORE
-
>339SL
>JJX SLOPE.'
-
ROAD DATA
LINEAGE,
-4I4 SF
ACREAGE:.
-16,686 SF/O.J83 AC
PERCENT of SHE..
I78X
LIMHS
R SITE
E ENTIRE
ENBUF SITE EXCEPT WERED.
& BUFFER KILL BE CLEARED.
WEARING LIMITS
2,000 CY CUT
2,000 CY FILL
MAX NELNT ABOVE EXISRNG
PfR I810.030 MAX HEIGHT IN
GRAD£
A
RESIDENTIAL ZONE = 26'
MISCELLANEOUS N07ES
POSSIBLE SIZE AND LOCA BON
OF FUTURE HOMES SHOWN.
- —SD- EXISRNG STORM DRAIN PIPE
- -- ---- SS-
EIS BNC SEWER MAIN
- —Y! -
EXISRNIS WATER UAW
- -OHP-COSMIC
AERIAL POWER LINE
- —X-WIRE
fENCE ',..
❑
CATCH BASH, TYPE I
CATCH BASIN, TTPE I
(�O
SEWER MANHOLE _
(a-
WATER METER
$+
RPRAP PAD
o
MAIL BOX
SICK
STREET LIGHT
CORffROUS TREE
ODECIDUOUS
TREE
PROJECT TEAM
OWNER
SURVEYOR
ARDSLEY HOMES LLC
M£AD OLMATI h ASSOCIATES
16108ASH WAY, SW 1F 20)
17625 IJOM AVE NE SUITE 104
CO LMNWO, WA 98087
(425) 275-W26
W KIGNIVILLE, WA 98072
(425) 466-I251
CONTACT LNELANDRIE
CONTACT SHAME BARNES PLS
APPLICANT
SUMMIT SURVEYING, INC
12606 B1N0 AVE ME
ARDSLEY HOLM LLC
K/RMAND, WA 960J4
(425) 814-6487
16108 ASH WAY, SUf 1E 201
LYNNWOOD, WA SIMI
CONTACT CHUCK RICHARDSON
(425) 275-SJ28
CONTACT L NE LANORIE
CIVIL ENGINEER
ARCHITECT
ME BLUELINE GROUP
NASH .MES ANDfRSON
15 CENMAL WAY, SUITE 400
11644 HE BOTH ST
KINKLAND, WA 98033
(425) 216-405' x22J
KIRKLAND, WA 98033
(425) 826-1918
CONTACT R08 L LONC, PE
CONTACT., MIKE XHASON
UNOERGROLINO UTILITY NOTE
UNDERGROUND UTILITIES ARE SHOWN /N THE APPROXIMATE LOCATION. THERE IS
NO GUARANTEE THAT ALL URLIiY LINES ARE SHOWN OR THAT THE LOCATION,
SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL
INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR
PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES TO
DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL
MAKE THE APPROPRIATE PROVISION FOR PR07EC77ON OF SAID FACILITIES THE
CONTRACTOR SHALL N077FY ONE CALL AT 1-800-424-5555 AND ARRANGE
FOR FIELD LOCATION OF EA7S77NC FACIU77ES BEFORE CONSTRUCTION.
BLUELINE
SCALE:
AS NOTED
PROJECT MANAGER
ROB L. LONG, PE
PROJECT ENGINEER
ROB L. LOVC PE
DESIGNER:
,USRN H RCXIDA
ISSUE DATE:
121612015
It
cr
0� T
�Ld W 3 3
L
® � 0
4j41
� W
DL
W 41 341
0
Z � Z
cl
M W
N
U
✓OB NUMHER:
12-144
SHEET NAME:
S P-O 1
BHT 1 EF 1
%
i
' i
i
I
I
I
�
m
�
i
S
I
b
mi
0
J",
0
2
EW 114, SW 114, SEC 32, T 27N, R 4 E, WM
f "'ILL LAKE BALLINGER PLAT
242ND PL SW
�
W�
N89'24'161V
325G0 (R2)3Z4.99(MJ ---
_
BASIS OF BEARI1GS
(\q x
FOUIlo 4 X4" CCWC MOI1 W/
" -- --- --- -- --- -- __ --- - --
2" BRASS DISK IV/ '+' PUNCH,
-- -- -�
I
037' BELOW GRACE W CASE
�`
HELL FOR BEARINGS
., \
ire
()
\
\ I V
VACATED POF? ROV
I I 0= BRADLEY ROAD
f-, SCALE: 11I = 30' \
0 IS 30 60 W 1
W MBi
PA18 EX PP FOUND 1 2' REBAR & Q Q
TO REMAIN CAP 22969 12055
C.I' S. OF PROP. U1l£
tIQ -- - m
-CHP - -OIIP - -OHP -
APHALT pRIIE 18i bi HP��- 11F Ili ._. _- --.14 SIT -- ___- 16T11'F 'F -- - 'i4
'I TBM C _ - - - -Qic - - 9 T 74'F ✓! x l4'F l4T 14T 28 F lOT OT ASPHALT 0 20i Bi 12 "F 127
rO•T. BUFFER All
P v 7^ - j,.y i - 24 F _ . 12 zz'r_ 16T lOi 3x -1
1 ( HGUS
�. - � - /, T.r I � � r` 'cam / - T76 15�.21 -- - J rl
_ d 7T. S
®� i� 20 i",/\ ,4T 14',- i i7T l 24 ScHAlr1 !„n'lY F rICE �.-e�6P 4 . 'o",
40 , _ 12T „ 22Tg 1 325;
_e_____ ___ v___ _444w - _ C%l
,
_ _ _ 8 IX.WATER ������'w���� 16 t---- I ICI PAT
2
10 i — 1 -- -- _ _— I _ _ — ~'� 14P ` 30'PMVA/E STORM VO W10B SAfI. Af1D OR✓'r-I LOT LINE
q° I b ROAD A 5i oo �'-- a ---- -- - I -
i
yy I oT � -- �, i.E ,..6Z .• _ 7Y- ._ '�' ___ ' � � , ili1P J ?x
-
1 a
- Itl- -- r-- -..._ _ 1: AP
I T I
�18
211
1J LOT 1 I LOT2 f h 4 : LOTS 'I '.ov LOT
OS SY) �_�1l
(9,999 5F) (q 700 5F) I '1 2� 1C
� I H ha � i� I I - I ,i -✓ I I� I � I ----- 'J a
74c14c `I''�°
I LIVE OAT SCUM / "{ '� I . 1 �✓ 7. .0
L -- -� LLrrco£LDu� _� ��_ � � _ 'i I I r c
77311-8
12
7416 --
58974Y8'E 30Y.34` -- < _ _- �Se
-
F — --F
S 03544' W
I HOUSE / V A\ N 215302 W
IS \
I I I I \ \ \
244TH ST SW CONSTRUCTION NOTES
iS R 104) ❑1 CONNDECT ROOF DRAINS TO DOWNSPOUT INRL IRA BON SYSTEM PER
III Ill.. SEC. 4 TAP. 2111, RGE. 4 E. IV Al. REMOVE EMSDNC ASPHALT DRIVEWAY
CALCULATED P05IFOV
30 EXlSBNG WATER 141TER(5) TO BE REMOVED
® CONSMUCNON ENTRANCE LOCH BON
SCALE, I' = 5'
W I 02O1J THE BLUEIJRE GROUP
EXISTINS
PROPOSED
SO- STORM DRAIN PIPE
--®-®SEWERMALN
- — 55- SEWER MAIN
---------- ROOF & FOORNG DRAIN
WATER MAIN
SEWER SERVICE
----OHP-AERIAL POWER LINE
--_- — WATER MAIN
----X-WIREFENCE
S CATCH BA9N TYPEI
❑ CATCH BASIN, TYPE I
® CATCH 8A9N, TYPE 6
U CATCH BASIN, TYPE 11
STORM CLEANOUI
SEWER MANHOLE
SEWER MANHOLE
m-- WATER METER
® PIPE FLOW
RIPRAP PAD
f- WATER METER
o MAIL BOX
�' BLOW OFF
_ SIGN
FIRE HYDRANT
STREET LIGHT
�AYy",
lri TEE W/ CONC aommG
COWFEROUS TREE
K CAP MIN BLOCAWG
DOWNSPOUT
DECIDUOUS TREE
INFlLTRADON SYSTEM
IT
LOT 7
(16,018 SF)
PATE '
ACCESS & URLTIY Z
EASEMENT TO
WHEFlT LOT 6
LOT 6
(Ia026 SF) _ C
I � �212 '
1 HouSE I
ITE
VICINITY MAP
-� STORM SEWER EASyA/ENT.
1 P AFTY 15606§6 �'L 1 �
I -1-RAN,
CF ,y N W
\�DIR HIGH m
FLACCED
CATJV WETLAND m i y TER LIVE
INC N �I y �OE Rs1T�NG yyq LIV (1121105)
BORE. 25 d '� SA1- es r
\ DOCK
XbELI Dr
ZGE024HAN5)
95' i ^ CON.
m
S�SE
�
NENTI II' � v W w L0-
y y 1
�uoRFLnnros
1 I 'L1'IEO JOT21 .,. 1,------
LEGAL DESCRIPTION SURVEY NOTES
LOTS 20 AND 21. BLOCK 7, AND LOT 15. BLOCK 6, LAKE
BALLINGER LAND COBS PLAT SUMMSION NO. 1, INCLUDING THAT
PART OF VACATED BRADLEY ROAD LYING BETWEEN SAID LOT 15
IN BLOCK 6, AND LOTS 20 AND 21 IN SAID BLOCK 7,
ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 9 OF
PLATS, PAGES 57 AND 58, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON;
EXCEPT THAT PORTION CONVEYED TO THE STATE OF
WASHINGTON BY DEED RECORDED UNDER AUDITOR'S FILE
NUMBER 2033564;
TOGETHER WITH SHORELANDS OF THE SECOND CUSS SITUATE IN
FRONT OF. ADJACENT TO OR ABUTTING UPON LOTS 20 AND 21.
BLOCK 7 OF SAID LAKE BALL94GER LAND CO'S PUT
SUBDIVISION N0. I.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF
WASIANGTOU.
DATUM/BASIS OF
OC A ® /A!4^C
LTASfS OF BEARINGS WA STATE PLANE, NORTH ZONE HAD 83/9I
ORIGINATING BRICHMA K'
W.CCS SURVEY CONTROL DATABASE PANT IO 175. FOUND 2'
DOMED BRASS DISC ON NW CORNER OF CONCRETE FOOTING OF
TRAFFIC SIGNAL CON 7ROL BOX LOCATED IN THE SE OUADRANT OF
RIC IN]FRSEC77ON OF MERIDIAN AVE. AND N 200171 Sr. ELEV. _
42361'
IBM-B:
PUNCHED V IN ROADSIDE UPPER FLANGE BOLT OF FIRE HYDRANT
ON W. SIDE OF 76TH AVE. W. OPPOSITE ME SW CORNER OF ME
SUB.£CT PROPERTY, AS SHOWN ELEV. - 302.J8'
IBM-G
RAILROAD SPIKE IN W. FACE OF POWER POLE AT THE NW CORNER
;
1. )HEINFORMATION DEPICTED ON THIS MAP REPRESENTS THE
RESULTS OF A SURVEY MADE ON THE DATE INDICATED AND
CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL
CONDITION EXISTING AT THAT RUE
1. UNDERGROUND URU 77ES WERE NOT LOCATED DURING THIS
SURVEY. ME CONTRACTOR SHALL VERIFY THE EXACT
LOCATION, EZEVARON AND SIZE OF £XTSRNG UTILITIES PRIOR
TO CONSTRUCTION.
J TREE SIZES WERE LOCATED & SPECIES DETERMINED TO THE
BEST OF OUR ABILITY. HOWEVER, MEAD GILMAN &
ASSOCIATES DOES NOT WARRANT THE ACCURACY OF SIZE &
SPECIES SHOWN HEREON ANY MEE5 CONSIDERED TO BE
CM17CAL SHOULD BE VERIFIED BY A TRAINED ARBORIST.
4. WS MAP DOES NOT PURPORT TO SHOW ALL EASEMENTS OF
RECORD,
5. NO PROPERTY CORNERS WERE SET IN CONJUNCTION M7H MIS
SURVEY.
REFERENCES
L LAKE BALLINGER LAND CO!;. PLAT SUBDIL190N NO I AS
RECORDED IN VOLUME 9 OF PLAT$ PAGES 57 AND SIX
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
2. PLAT OF BALLINGER SFf0RES AS RECORDED IN VIXUNE JJ LV
PLATS PAGE 89, RECORDS O= SNOHOMISH COUNTY,
WASHINGTON.
J BOUNDARY UN£ AGREEMENT CI RNC SNOHOMISH COUIITY
SUPERIOR COURT CAUSE No 41910. SAID AGREEMENT IS
RECORDED UNDER AUDITOR!; FILE NUMBER 84104 RECORDS
OF SNOHOMISH COUNTY, WASMIAGTON.
NOT TO SCALE
PROJECT TEAM
OWNER
ARDSLEY HOMES LLC
16108 ASH WAY, SUIT 201
LYNRWOOD, WA 96087
(425) 275-5328
CONTACT.. LYLE LANDRIE
APPL/CANT
ARDSLEY HOMES LLC
16108 ASH WAY, SUITE 201
LYNNWOOD WA 98087
(425) 275-5326
CONTACT.. LYLE LANDRIE
CIVIL ENE31NEER
THE BLUEUNE GROUP
25 CENTRAL WAY, SUITE 400
KtRKLAND, WA 980JJ
(425) 216-4051,223
CONTACT. ROB L. LONG, PE
S U RVEYO R
MEAD GLMAN & ASSOGA TES
17625 IJOTH AVE NE, SUITE 104
WOODiAI" WA 98072
(425) 486-I252
CONTACT WANE BAWN PLS
SUMMIT SURVEYING, INC
12606 82ND AVE HE
KIRKLAND, WA 98054
(425) 814-6487
CONTACT CHUCK RICHARDSON
ARCHITECT
HASH "ES ANDERSCN_
11644 HE 80TN ST
KIRKLAND. WA 98033
(425) 818-19I8
CONTACT, MKE,A'MRNSON
PROJECT INFORMATION
PARCEL NUMBERS
0048B80O50150J, 00486800601502,
0046WO050,501, 004MSW702000
SITE AREAL'
93901 SF/2.156 AC
TOTAL NUMBER OF LOTS
7
ZONING
RS-8 / RSW-12
AVERAGE LOT SIZE.
1110J0 SF
PROPOSED USE.•
SINGLE FAMILY R£9DEN DAL
SEWAGE DISPOSAL
CITY OF EDMONDS
WATER SYSTEM:
0rY OF EDMONDS
SCHOOL DISTRICT.,
EDMONDS 50 NO. 15
FIRE DISTRICT..
CITY OF EDMONDS
SETBACKS
FRONT - 25'/9DE - 75'/REAR - 15'
SETBACKS
FRONT - IS'/9DE - 10'/REAR - J5'
R
a'
BLUELINE
SCALE.'
A$ NOIED
PROJECT MANAGER
ROB L LCWD PE
PROJECT ENGINEER:
ROB L LONG, PE
DESIGNER:
.USRN H. RCDOA
ISSUE DATE:
1216120IJ
N
2
0
h
S
W
IC
n
b
DI�
I
2
LO
=
ti
L v
0
z—
Wm
Z
2
VI
LJ
�
V
J
Q
d
p
2W
v
2
W
V�
®
Id
Q
T
M
E4
V
N
cl
2
Q
W
Q
U
0
OF THE SUBJECT PROPERTY, AS SHOWN ELEV.=297.J5 UNDERGROUND UTILITY NOTE
VM77CAL DATUM: NAND 88 12/d/13
4,5 9 9 UNDERGROUND U71LI77£S ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS _
O JOB NUMBER:
vR Hp � NO GUARANTEE THAT ALL U77L17Y LINES ARE SHOWN, OR THAT THE LOCARON,
gtPo SIZE AND MATERIAL IS ACCURATE THE CONTRACTOR SHALL UNCOVER ALL ] Z- ] 44
.z INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR
SURVEY NOTE ff PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO SHEET NAME:
2929s1D DETERMINE ACTUAL LOCATIONS SIZE AND MATERIAL. THE CONTRACTOR SHALL PU-® ]
THE TOPOGRAPHY, SURVEY NOTES AND ANY OTHER SURVEYING MAKE THE APPROPRIATE PROWS/ON FOR PR07EC77ON OF SAID FACILITIES. THE
INFORMA77ON SHOWN ON THIS MAP IS BASED ON A SURVEY 79'TALI.AYB CONTRACTOR SHALL N077FY ONE CALL AT 1-800-424-5555 AND ARRANGE
MAP BY MEAD GILMAN & ASSOCIATES FOR nELD LOCA77ON OF EXISDNG FACILI77ES BEFORE CONSTRUCTION. sFlr ] OF Z
310
Faip-lal
290
280
F%
�h
a'o
n e 4 02013 IN£ B.UEURE CROUP
SW 114, SW 114, SEC 32, T 27N, R 4 E, WM
HILL - LAKE BALLINGER PLAT
Wf<J
2 90
2.50
9+00 10+00 1 1 +00 72i-00 13+00 14+00 15+00
UNDERGROUND UTILITY NOTE
UNDERGROUND U77UI7ES ARE SHOWN IN THE APPROXIMATE LOCA 770N. THERE IS
NO GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR THAT THE LOCARON,
SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL
INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR
PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCIURES, TO
DETERMINE ACTUAL LOCARONB, SIZE AND MATERIAL. THE CONTRACTOR SHALL
MAKE THE APPROPRIATE PRONSION FOR PR07EC770M OF SAID FACIUHES. THE
CONTRACTOR SHALL N077FY ONE CALL AT 1-800-424-5555 AND ARRANGE
FOR FIELD LOCA77ON OF EX/S77NG FACIL177ES BEFORE CONSMUC77ON-
§�5
BLUELINE
SCALE:
AS NOTED
PROJECT MANAGER
ROB L LONQ PE
PROJECT ENGINEER:
R06 L LOYO PE
DESIGNER:
XSDN K ROOOA
ISSUE DATE: �-
1218/2013
Ui
2
i
i
0
0
�
W
m
�
z
o �
'
3
}
m
z
w
ti
o
ry
1
� ;
0
z
Z
W
J
Q
rL
to
2
N
Q
Ll
N
®
2
Q
�
Q
r
J
W
W
�
�
3
Ul
®
�
Z
o
n
(�
M
W
W
N
U
WASH
10
AO, -21
N
�f`S eGI SI ER�'���
3101 L E
/2/6//3
10. NUMBER:
12-144
SHEET NAME:
PU-®2
.HT
2 OF
2