PLN20170010 CIVIL ASBUILT.pdfNW 1/4, SEC 25, TWP 27N, RGE 3E, W,M,
LEGAL DESCR/PT/ON
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 131.7 FEET,•
THENCE NORTH 136 FEET,•
THENCE EAST 131.7 FEET TO THE POINT OF BEGINNING.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
BAS/S OF BEAR/NGS
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
DATUM : ASSUMED
POTENT/AL LANDSL/DE 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.
/MPERV/OUS AREAS
LOT 1
HOUSE+COVERED D/W,
PA 170, PORCH, WALK
3, 000
SF
(ROOF LINE)
UNCOVERED PATIO AND
WALK
150
SF
UNCOVERED DRIVEWAY
(GONG)
1.250
SF
TOTAL =
4, 400
SF
LOT 2
HOUSE+COVERED D/W,
PA 170, PORCH, WALK
3, 880
SF
(ROOF LINE)
UNCOVERED PATIO AND
WALK
150 SF
UNCOVERED DRIVEWAY
(GONG)
1.570
SF
TOTAL =
5, 600
SF
NOTES
A. A SEPARATE RIGHT—OF—WAY CONSTRUC170N PERMIT lS REQUIRED FOR ALL
WORK WITHIN THE CITY RIGHT—OF—WAY.
B. THE APPROVAL OF THESE PLANS DOES NOT INCLUDE APPROVAL OF THE
SINGLE FAMILY RESIDENTIAL CONSTRUCTION.
UT/L/TY NOTES
ILL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND.
CONSTRUCT/ON NOTE
IPPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR FRONTAGE
NPROVEMENTS IN CITY RIGHT—OF—WAY PER CITY STANDARDS THAT lS CAUSED
)R OCCURS DURING THE PERMITTED PROJECT.
PROJECT CLASS/F/CAT/ON
PROJECT CLASSIFICA 170N: CATEGORY 2 (0.41 AC)
EDMONDS WATER SHED: SHELLABARGER WATERSHED BASIN
FLOW CONTROL STANDARD: INDIVIDUAL INFILTRATION DRY WELLS
27032500203300
PHYLLIS BECKER
7TH AVE S SHORT PLAT
S/TE DEVELOPMENT PLAN
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S.P, NO, S 2004-113 I I
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27032500222200 � 18" CONC IE 92.36 (SE)
MICHAEL & SHARON HOVANES JOSEPH SCHMAUS & KAREN FIORlTO1 I III............................I ��I I L8" CONC lE 91.6f (E)
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(SEE NOTE THIS SHEET) I &GUTTER TO EXISTING � __75�- �"..... �%'.�.�yC�
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27032500203600 i i I �_
BRUCE W. & MARY E. HAWKINS LIVING TRUST i I �
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f ��' PER COE STD PLAN E2.8. (SEE DETAIL ON
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- - - - - - - - - � I II- I ....� . .._ � I I CONSTRUCTED 30' WIDE DRIVEWAY CUT.
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� INSTALLED 1-1 2" PE 200 PSl � I I -' FUTURE RESIDENCE ON LOT 1 TO
� I � 110'............ .�;�..... f
� FROM METER TO LOT 2 TRACER I �, I t� I HAVE 3-CAR GARAGE.)
� WIRE TO BE INSTALLED WITH WATER _ I B `
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� �� LINE) � I l I . .. .. �
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� I � I / I INSTALLED
� / � / � � II I . .. .. .. .... .... �...... L.I I/
� � � I � � _ I I I . .. .. . { Y I I I ADDITIONAL
' / � 10' JOINT UTILITY I' �
i i�/ I I II I ....... ,.--.� I I MAILBOX FOR LOT 2
��\ / � i/�� i EASEMENT II I ..... � � � � \ . I a.
10' PRIVATE SEINER � � i /i 1 I I II I >.112.�. x
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EASEMENT TO ; �a � /� � n � I I I ..... I
BENEFIT LOT 2 / � � /J t 3' MlN SEPARATION I � I........ III WM I I � LOT$ 1-2
�_r � � I' .O . .... .. C.9.
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� � � � SERVICE TO DRY I I .�........... .� ..:.... 00484500300100
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\ lE 99.7 i I I � I O..
' / I I - � J l O � .....III � REMOVED &REPLACED
-------�----T-- � --- --� � I . ............. ....I. EXISTING CURB &
���_,__ �' � � 1 \� 1-�--_ I GUTTER AS REQUIRED
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W----W----W--- W,— _�/ III
8 DI WA TE I I ................. ...... BETWEEN WA TER OF EDMONDS
I III I � MAIN AND DRY
t INSTALLED NEW 1 " WA TER SERVICES I ........ I III I � UTILITIES - _ BL/C 003
dI i --_ —_
' • Wl TH 1 " WA TER METERS. METERS TP III IT'
BE SET IN LANDSCAPE WI TH I II I .:........................... I f -
CONCRETE COLLARS I III: :............... III II I
EX. WA TER METER I
REMOVED CITY TO I III .:...... .............�..... I .III II I -
CONNECTED TO EX 6" SAN SEWER LINE CUT &CAP ®THE II �.................. ..... ........ j
lE 99.5f I WM
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SEAWOOD HOMES CONTRACTOR TO CONFIRM DEPTH AND MAIN) I ��
LOCATION PRIOR TO CONSTRUCTION (SSCO I I P�:...............I.......I..I II � I
JON R, YATES ADD/T/ON TD HAVE 12" CAST IRON LAMPHOLE COVER � I
(VOL 50, PG 95) WI TH 1/2" HEX BOLTS, TYP) I I I. � I I I II � I
CITY OF EDMONDS WILL TV SEWER MAIN
5 PRIOR TO FINAL ACCEPTANCE I -� I � III I
I I I � I LOTS 33-40
00784000000500
MAT7HEW R. AND SHANNON R. HENDRICKS UNPLATTED 00484500303300
PATCH/NG/OVERLAY NOTE
U71LlTY PATCHES SHALL BE COMBINED AND FULL WID7N OR HALF WID7N
OVERLAY WILL BE REQUIRED DEPENDING ON 7NE EXIENT OF DlS1URBANCE.
WHERE U77UTYPATCHES FALL ENI7RELY WILNIN ONE ]RAVEL LANE, 7NE
OVERLAY SHALL EXLEND TO 1NE CEN7FRUNE OF ROADWAY. WHERE U71LlTY
PATCHES EXLEND INTO BO7N 1RAVEL LANES, 1NEN A FULL WID1N OVERLAY
lS REQUIRED.
CRITCHLOW HOMES, lNC
BUSH MARTHA HODGE REVOCABLE TRUST
I I I I
I
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I I EX. FIRE
I � c� I HYDRANT
--�
/MPERV/OUS /FOOT/NG DRA/N NOTE
1. NEW /MPERV/OUS SURFACES FOR LOTS ARE 1D CONNECT
TO INDIVIDUAL lNF/L 7RA 110N TRENCHES DESIGNED AND CONSTRUCTED AS
PART OF BUILDING PERMIT PROCESS.
2. A SEPARATE f0' MlN LENGTH DRYWELL TRENCH SHALL BE CONSTRUCTED
ON EACH LOT FOR FOOLING DRAIN CONNEC710N.
AN TST
N CEDAR ST
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Q �„ P/NE ST
2 z e
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BELLA COOLA RD � y
� MST
— ¢ 220 S SW
— �
— �
_ 224 S S
PUGET
SOUND
— — 3 `�� 228 T S
- Q '`� �
_ — S DEER D
— 2 N T SW
— — WACHUSETT RD
_— 34 ST SW
V/C/N/TY MAP
NOT TO SCALE
SCALE.• 1 " = 20'
0 10 20 40
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 / APPL/CANT C/V/L ENG/NEER
SELECT HOMES RAM ENGINEERING, INC.
16531 13TH AVENUE W. /,fA 107 16531 13TH AVE W, SUITE A 108
L YNNWOOD, WASHINGTON 98037 L YNNWOOD, WA 98037
(425) 742-6044 (425) 678-6960
EMAIL: KAYLA.CLARKCs�0UTL00K.COM EMAIL: ROBLC�RAMENGINEERINGINC.COM
CONTACT.• KAYLA CLARK CONTACT.• ROB L. LONG, PE
SURVEYOR
LOVELL-SAUERLAND &ASSOCIATES, INC.
19217 36 TH AVE S, SUITE 106 � � � O
L YNNWOOD, WA 98036 �
(425) 775-1591 , O
CONTACT.• JEFFREY T. TREIBER � O � O
S/TE DATA � � _ �
SI TE ADDRESS: 612 7TH A VE S O � � O
EDMONDS, WA 98020
TAX PARCEL lD NUMBER: 27032500203500 W
N J
TOTAL SI TE AREA: 17, 911 SF (0.41 AC)
EXISTING ZONING• RS-6
PROPOSED ZONING: RS-6 O
NUMBER OF LOTS PROPOSED: 2 LOTS
PROPOSED LAND USE.• SINGLE FAMILY RESIDENTIAL
AGENC/ES/UT/L/T/ES � � O
JURISDICTION CITY OF EDMONDS
WATER DISTRICT CITY OF EDMONDS Q
SEWER DISTRICT CITY OF EDMONDS
STORMWATER CITY OF EDMONDS
SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT N0. 15
FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT N0. 1 O
TELEPHONE FRONTIER COMMUNICATIONS
ELECTRICAL SNOHOMISH COUNTY PUD N0. 1
GAS PSE
GARBAGE REPUBLIC SERVICE �
SHEET /NDEX ���o wA � to
o �w �� �
C/TY OF EDMONDS ��' °�
.� �/
1 SP-01 S/TE DEVELOPMENT PLAN �.� ��'G STE��9 �'�
2 GN 01 GENERAL NOTES � LEGEND ��IONAL ��
3 TP-01 CLEAR/NG, GRAD/NG � TESC PLAN
4 DT-01 GENERAL DETA/LS
5 TC-01 TRAFF/C CONTROL PLAN //�/9�/8
Know what's below.
CaII before you dig.
as-BviL r
PLN20170010
APPROVED FOR CONSTRUCT/ON
C/TY OF EDMONDS
DA 1E.•
BY
CITY ENGINEERING DIVISION
ENGINEER:
ROB L. LONG, PE
DRAWN BY.•
M/KE MORRIS
ISSUE DATE.• SCALE.•
10/17/17 AS NOTED
JOB N0:
�6-033
SHEET.•
SP-01
SHT / OF 5