PLN20170010 CIVIL ASBUILTS.pdfLEGAL DESCRIPTION
ALL THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER
OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS
FOLLOWS:
BEGINNING AT A POINT 150 FEET FEET SOUTH OF THE NORTHEAST CORNER OF
THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST
QUARTER OF SAID SECTION 25,"
THENCE SOUTH 136 FEET;
THENCE WEST 13 1. 7 FEE T,•
THENCE NORTH 136 FEET,"
THENCE EAST 131.7 FEET TO THE POINT OF BEGINNING.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
BASIS OF BEARINGS
THE NORTH LINE OF SECTION 25 PER PLAT OF SEA WOOD HOMES JOHN R. YATES
ADDITION FROM NORTH QUARTER CORNER MONUMENT OF SECTION 25 TO
MONUMENT ON SECTION LINE AT THE INTERSECTION OF 6TH AVENUE S.
BENCH MARK
TOP OF CONCRETE MONUMENT IN CASING AT THE INTERSECTION OF CEDAR
STREET AND 7TH AVENUE S.
ELEVATION : 100.00
DA TUM : ASSUMED
POTENTIAL LANDSLIDE HAZARD AREA
THE GEOTECHNICAL ENGINEER RECOMMENDS A MINIMUM BUILDING SETBACK OF
15 FEET FROM THE SLOPED AREA TO THE WEST AND NORTHWEST OF THE SITE
AND AT LEAST A 1H: 1 V SETBACK FROM THE ROCKERY/WALL TO THE NORTH
OF THE SITE TO NOT INCREASE LOADING AT THE TOP OF THE SLOPE AND
ROCKERY/WALL. THE SETBACK SHOULD BE MEASURED HORIZONTALLY FROM
THE EDGE OF THE FOOTING TO THE FACE OF THE SLOPE AND CAN BE
ESTABLISHED BY ADVANCING THE FOUNDATION DEEPER TO ACHIEVE THE
MINIMUM SETBACK. THIS MINIMUM SETBACK WILL ENSURE THE BUILDINGS DO
NOT INCREASE THE LOADING ON THE SLOPE AND ROCKER/WALL. EACH
INDIVIDUAL LOT BUILDING PERMIT SHALL EVALUATE FOOTING SETBACK AND
DEPTH DURING BUILDING PERMIT APPLICATION. SEE GEOTECHNICAL
ENGINEERING STUDY BY EARTH SOLUTIONS NW. LLC.
IMPERVIOUS AREAS
LOT 1
HOUSE+COVERED D/W,
PA770, PORCH, WALK
3, 000
SF
(ROOF LINE)
UNCOVERED PA770 AND
WALK
150
SF
UNCOVERED DRI VEWA Y
(CONC)
1.250
SF
TOTAL =
4,400
SF
LOT 2
HOUSE+COVERED D/W,
PA770, PORCH, WALK
3, 880
SF
(ROOF LINE)
UNCOVERED PA770 AND
WALK
150 SF
UNCOVERED DRI VEWA Y
(CONC)
1.570
SF
TOTAL =
5,600
SF
NOTES
A. A SEPARA 7E RIGHT—OF—WAY CONS7RUC77ON PERMIT IS REQUIRED FOR ALL
WORK WI774IN 174E Cl TY RIGHT —OF— WA Y.
B. 174E APPROVAL OF 774ESE PLANS DOES NOT INCLUDE APPROVAL OF 174E
SINGLE FAMILY RESIDEN77AL CONSTRUCTION.
UTILITY NOTES
ILL NEW U77LITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND.
CONSTRUCTION NOTE
IPPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO U77LI77ES OR FRONTAGE
14PROVEMENTS IN CITY RIGHT—OF—WAY PER CITY STANDARDS 774AT IS CAUSED
)R OCCURS DURING THE PERMITTED PROJECT.
PROJECT CLASSIFICATION
PROJECT CLASSIFICA 770N: CA 7EGORY 2 (0.41 AC)
EDMONDS WA 7ER SHED: SHELLABARGER WA 7ERSHED BASIN
FLOW CONTROL STANDARD: INDIVIDUAL INFIL7RA77ON DRY WELLS
27OJ2500203300
PHYLLIS BECKER
NW 1/4, SEC 25, TWP 27N, ROE 3E, W.M.
7TH AVE S SHORT PLAT
SITE DEVELOPMENT PLAN
I I i I I
S.P. NO. S 2004-113
A.F. NO, 20 JO03225001
III, I..... EX CB
TOP 96.86
8" CONC IE 94.36 (SW)
27032500222300�.. I II
27OJ2500222200 18" CONC IE 92.36 (SE)
MICHAEL & SHARON HOVANES JOSEPH SCHMAUS & KAREN FIORITOI I III. I ��I I L8 CONC 1E 91.6f (E)
I J. '.'.
EX CB
TOP 99.7
lE 97.60 0 U. 96... "�
EX 9
III. ,. I �7.90 POTENTIAL LANDSLIDE TOP
HAZARD AREA CONNECTED NEW CURB I III: 1E 96.50
(SEE NOTE THIS SHEET) I & GUTTER TO EXISTING / _75 - ...%..
�NE NORTH PROPERTY III I....... I ..........I.... 6'..G .
xA
N 89'3425" E-1.3�%7Q'�
CEDAR ST
—
1 �...... SS.... T—SS—
I 106-- _ �I...... .......
108 I I BENCH K \
-11110
15
II i 2
4" 3034 PVC EX SSMH
SEWER SSCO
\\
TOP 100.76
12 1E 87.91 () lE 88.06 E
/I
4" 3034 PVC I I I CONSTRUCTED 20' WIDE
SEWER STUB WI TH I I ....... I I II I DRI VEWA Y CUT
II
Z � I
POTENTIAL LANDSLIDE
HAZARD AREA
(SEE NOTE THIS SHEET) I i�
�I
I�
II
UNPLATTED
I
27OJ25002OJ600
BRUCE W. & MARY E. HAWKINS LIVING TRUST i I
I I I
I I
I I
1 1
1
1 � o
� I
1 I I
CONSTRUCT 4" 3034 j
PVC SAN SEWER
SERVICE ® 2.07. MIN. ,
I 1 00
1
1
� 1
N 1
rn 1
F
M•1,'
6" SS
U 1166
SSCO /E 105.7 I I I"'. I FOR LOT 1
BSBL (TYP) I. I. r II
a
\\\ I , 11 , . . 11 II
�—--------L-- \ 1 --�------� \ I Iy I �I REMOVED EX. CURB & CONSTRUCT NEW
08-.. �,It��' I CURB & GUTTER ALONG ENTIRE FRONTAGE
f�` PER COE STD PLAN E2.8. (SEE DETAIL ON
.
SHT OT-01)
-------------� I III
CONSTRUCTED JO' WIDE DRIVEWAY CUT.
t ..... .. 1 U 1
\ INSTALLED 1-1 2" PE 200 PSI I IF71
FUTURE RESIDENCE ON LOT 1 TO
\ I \ 110 f
\ FROM METER TO LOT 2 TRACER HAVE 3—CAR GARAGE.)
WIRE TO BE INSTALLED WITH WATER _ I B `
\ \\ LINE)
\ I I I � III
INSTALLED
ADDITIONAL
10' JOINT UTILITY I'
EASEMENT I I MAILBOX FOR LOT 2 II I ..... � � � � \ . I a.
10' PRI VA TE SEINER
EASEMENT TO
BENEFIT/ �_r .. LOTS 12O3MIN SEPARATION
C9.
FROM WATER
\ SERVICE TO DRY I I M. .. 00484500JO0100
_- 30 4?'PVC I I III
�I REDUCER 1 UTILITIES I I. CAMERON C ELDER
\ _ 5' MIN SEPARATION II t ... ..
FOR WM&DRY I 1 IIII�
\ II I-1..'.... j
UTILITIES I I
6" 3034 PVC ---- I I I III
1 O cb � I.- l t7 I
o I I �...
SEWER STUB ^ cv I I�.. I SAWCUT LINE
I I I I II I (TYP)
\ lE 99.7 i I I � I O..
III REMOVED & REPLACED
------ ----7 --- --_T I I. EXISTING CURB &
GUTTER AS REQUIRED
SS
j jr
'OX =SSCO -- — — �' 0/ 1FL�f — I I — . (h/.. :.::: 5' MIN SEPARATION ..«,&OGG PLAT
W----W----W--- W— _�/ III
8 DI WA BETWEEN WA TER OF EDMONDS
III I cc MAIN AND DRY
INSTALLED NEW 1 " WA TER SERVICES I ...... I III I UTILI TIES — _ BLK 003
' WITH 1" WATER METERS. METERS TP III IT
BE SET IN LANDSCAPE WITH I f —
CONCRETE COLLARS I III: III II
EX. WATER METER
REMOVED CITY TO I III .:...... .............�..... I .III II I —
CONNECTED TO EX 6" SAN SEWER LINE CUT & CAP THE
lE 99.5f I WM
SEA WOOD HOMES CONTRACTOR TO CONFIRM DEPTH AND MAIN) I 11
LOCATION PRIOR TO CONSTRUCTION (SSCO
JON R. YATES ADDITION TO HAVE 12" CAST IRON LAMPHOLE COVER �' 1
(VOL 50, PG 95) WITH 1/2" HEX BOLTS, TYP) III I I I II
CITY OF EDMONDS WILL TV SEWER MAIN
5 PRIOR TO FINAL ACCEPTANCE I -� I III
LOTS 33-40
00784000000500
MATTHEW R. AND SHANNON R. HENDRICKS UNPLATTED 00484500303300
PATCH/NG/OVERLAY NOTE
U77LITY PATCHES SHALL BE COMBINED AND FULL WID7H OR HALF WID7H
OVERLAY WILL BE REQUIRED DEPENDING ON 774E EX7FNT OF DISTURBANCE.
WHERE U77LITY PATCHES FALL EN77RELY WITHIN ONE ]RAVEL LANE, 774E
OVERLAY SHALL EX7FND TO THE CEN7FRLINE OF ROADWAY. WHERE U77LITY
PATCHES EX7FND INTO 807H TRAVEL LANES, THEN A FULL WIDTH OVERLAY
IS REQUIRED.
CRITCHLOW HOMES, INC
BUSH MARTHA HODGE REVOCABLE TRUST
I I I I
I
I I
I I EX. FIRE
c� I HYDRANT
m
IMPERVIOUS / FOOTING DRAIN NOTE
1. NEW IMPERVIOUS SURFACES FOR LOTS ARE 70 CONNECT
TO INDIVIDUAL INF/L MA 77ON TRENCHES DESIGNED AND CONSTRUCTED AS
PART OF BUILDING PERMIT PROCESS.
2. A SEPARATE 10' MIN LENGTH DRYWELL TRENCH SHALL BE CONSTRUCTED
ON EACH LOT FOR FOOLING DRAIN CONNEC710N.
AN TST
NCEDAR ST
a
PINE ST
2 z e
_ U N
BELLA COOLA RD y
� MST
220 S SW
_ 2241 Li S S
PUGET
SOUND
3 `\ 228 T S
S DEER D
2 N T SW
WA TT RD
34 ST SW
VICINITY MAP
NOT TO SCALE
SCALE. 1" = 20'
0 10 20 40
RAM
ENGINEERING, INC.
Civil Engineering / Land Planning
16531 13TH AVE W, SUITE A108
LYNNWOOD, WA 98037
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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PROJECT TEAM y
OWNER/APPLICANT CIVIL ENGINEER
SELECT HOMES RAM ENGINEERING, INC.
16531 13TH AVENUE W. #A 107 16531 13TH AVE W, SUITE A 108
L YNNWOOD, WASHINGTON 98037 L YNNWOOD, WA 98037
(425) 742-6044 (425) 678-6960
EMAIL: KAYLA.CLARK@OUTL00KCOM EMAIL: ROBL@RAMENGINEERINGINC.COM
CONTACT KAYLA CLARK CONTACT ROB L. LONG, PE
SURVEYOR
LOVELL—SAUERLAND & ASSOCIATES, INC.
19217 36 TH AVE S, SUITE 106 4 O
L YNNWOOD, WA 98036 �
(425) 775-1591 , O
CONTACT JEFFREY T. TREIBER
SITE DATA
SITE ADDRESS: 612 7TH AVE S O O
EDMONDS, WA 98020
TAX PARCEL ID NUMBER: 27OJ25002OJ500 W
N J
TOTAL SITE AREA: 17,911 SF (0.41 AC) 44
EXISTING ZONING: RS-6
PROPOSED ZONING: RS-6 O
NUMBER OF L 0 TS PROPOSED: 2 L 0 TS
PROPOSED LAND USE- SINGLE FAMILY RESIDENTIAL Q
AGENCIES/UTILITIES O
JURISDICTION CITY OF EDMONDS
WATER DISTRICT CITY OF EDMONDS Q
SEWER DISTRICT CITY OF EDMONDS
STORM WA TER CITY OF EDMONDS
SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 4
FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 O
TELEPHONE FRONTIER COMMUNICATIONS
ELECTRICAL SNOHOMISH COUNTY PUD NO. 1
GAS PSE
GARBAGE REPUBLIC SERVICE
SHEET INDEX o wA to
CITY OF EDMONDS
1 SP-01 SITE DEVELOPMENT PLAN G 8508
STE8�9'�
2 GN 01 GENERAL NOTES & LEGEND � ION T
3 TP-01 CLEARING, GRADING & TESC PLAN
4 DT-01 GENERAL DETAILS
5 TC-01 TRAFFIC CONTROL PLAN 11119115
Know what's below.
Call before you dig.
AS -BUILT
PLN20170010
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DA 7E.•
BY
CITY ENGINEERING DI VISION
ENGINEER.
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DATE.SCALE:
10117117 AS NOTED
JOB NO.
16-033
SHEET.•
SP-01
SHT / OF 5