24007 76TH AVE W.PDF1111 lill lill
6454
24007 76TH AVE W
ADDRESS:
TAX ACCOUNT/PARCEL NUMBER: OL-y, Oo 0 3
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:
DISCRETIONARY PERMIT #'
DRAINAGE PLAN DA'
PARKING AGREEMENTS DA'
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
DETERMINATION: E] Conditional Waiver [:] Study Required E] Waiver
5
SCALED PLOT PLAN DATED:
SEWER LID FEE $:- — LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #:
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:- ?�)w 0 3 — ovis
WATER METER TAP CARD DATED:
LATEMP\DSTs\Fonns\Street File Checklist.doc
Notes:
1. All signs and spacing shall conform
to the MUTCD and City of Edmonds specs
x 2. Alert affected residents
3. Channelizing devices are 28"
0 traffic cones.
0Z 4. Maintain a 10' driving lane on
N TO pavement for n/b vehicles.
SCALE 5. All signs are 48" x 48" B/O
unless otherwise specified.
6. Work zone is 300's/o McAleer WY
& 25'e/o ctl 76 AVE W
I-02M 3:
OVIINIV L&A
WHOM
avoy
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C:)
.............. ..... ............... .........
AA/13 AZ X .9E
32" x 24" R/W
flFP—ARK1—NGj
....... .........
............. ....... ........
36" x 24" B/W
T-39 BIBEINAIX
(SEATTLE)
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....................... ............... ........... R5
241 ST SW
04
*%W21-1A
SZI-*ROM
WCM
IW20-1
AHFM
Pilchuck Contractors, Inc.
Job #107017432
18 Aug 03
Sheet I / I
J. Buss
National Barricade Co
CHANNELIZING DEVICE SPACING (FEET)
TAPER
TANGENT
20
40
LEGEND
WORK AREA
28" TRAFFIC CONE
--0- EXISTING TRAFFIC FLOW
'SZ SIGN LOCATION
PROTECTIVE VEHICLE
OR WORK VEHICLE
T
0
af-4 =31
NAME: --�5 !4,;;' X.
SITEADDRESS-'- (9W
PROJECT DESCRIPTION:
PLANNING DATA
—a =k-
REDUCED SITE PLAN PROVIDED?��/ N�o)� P'j -r--5
MAP PAGE: CORNER LOT: (yes / No) FLAG LOT: (Yes / No)
ZONING: ��— CRITICAL AREAS DETERMINATION
LJ Studv Reauired:
U Waiver
LJ Conditional Waiver
CHK#: 0'-) -
,.a
SEPA DETERMINATION:
Ll Fee
U Checklist
L3 APO list w/ notarized form
L3 (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinge
>Ej Exempt
a
d-Z
SETBACKS:.
Required Setbacks:
\4 - Wl- �-beft-Side:7- P=) Right Sid �7 Rea.. -1
Actual Setbacks:
Street: g2�b Left Side: Right Side: Rear: 0
r
Street map checked for additional setb ck required? (Ye
il s _:s:/ No �/
E3 DETACHED STRUCTURES: �' " P
Ll ROCKERIES:
0 FENCES/TRELLISES:
Ll BAY WINDOWS / PROJECTING MODULATION:
U STAIRS I DECKS:
r-ArMINU: WLIU I vu: Actual:
LOT AREA:i:� co -7 N
LOT CO ERAC,55
Calculations: -4(a 6>
BUILDING HEIGHT:
Datum Pointif±-� 9&11 j;�; CC Datum Elevation: F,::) 10(9
Maximum Allo r )tual Height: F)'4.'(aZ C
wed:
A.D.U. CREATEq!� Yes)
x> 10
SUBDIVISION: Z' - ils2l
LEGAL NONCONFORMING LAND USEInIETERMI ED: (Yes /Xa (AXkA-A �.�o t+
Plan Review By:
C
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CCYYY-1-0-
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TREE PRESMATION
GE 43kM L Ly
ALEENE At. MCCONKEY
7519 241ST ST. S.W.
EDMONDS. WA 98026
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106
100
90
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0 Ky CARLTO,14
7511 241ST ST. S.W.
YAO TYISAPHON SIDARD �DMOtJOS, WA. 98026
7515 �4 1 �T ST. S.W.
EDMONDS. WA. 98026
10
PINISH GRADE
GROUND
qp 0 " WLK
0+00 l+UU I
a 2
S & S JOINT VfNTURE
902 OTH AVE. S.
EDMONDS, WA. 98020
3
-aFJVUi- O�- "Wpm.
-------------- --- /—,+� ------------- ----- --
-- — ---------- — — — -------
-------- — -- - ----- — ---- f 74 Vr-"N3r PFFIE *qqpf 0 0* .�51 V.
/7
IX WATER LINE jo ow
0 tproin
I Co- I tm 1)
H ILI AL. 1 70'
I' V.
1. REPLACE ALL EXISMT, DAMAGED CUtR
7;/GMER AND SIDEWALK
AS PrMINED RY E CITY44PEC R AND TH4T a4UWED
1
PURING CONSTRVCT)PN. 1
7 nLL OV 76TH AVf. W. SOWL BE 9D� �2
A"
SWK PATCH SMU 9 A MINIMUM OF 3, C S B
OR TCW EX NG PAVVJW Dg—, 04CHElIMIZ IS CWTER
TOK Ic;gy4t ft.
LOT I � 0044ai.800000901
LOT 2 - 004MOOP00903
ILOT 1-1,VOERWO.1
ROOF g,485 S.F.
PATIO 260 S.F.
DRI"AY 2.aso S.F.
TOTAL 0.5.95 f.F.
ILOT 2-
st
A4770 In S.F
DR 2.190 S.F.
TAL
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i P7
3- sqq 41
10'.10-ML
s74-S%
GOP (rm mw)
Flow Ralwowl0d poouffon
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S.W. 1/4. S.W. 1/4. �SgC. 32, 7WPI. Z? RGE. 4 E. W.M.
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51te Information
i 14- f':'�L Parcel No.
�i&7 W+LA—
_To :�(W
Lecjal De5cription: Lot I
N - TOCY, 00j"6_061- 'C(O-009-0.3
mp, t>4- koq Vh�,AN i
e;l \1&71
3k. 3!
Nkwm
�R
EXIST. HSE.
—JO.' X 4P' JOINT ACCESS
'CAS
'E I TO BENEFIT LOTS
N89'45'30'W
�128.00'
-4
0--
D-Lt �st c 1--"'
Tx�
OwnerlDeveloper
Ron Den Adel
5ound View Home Buildei-5
9 02 Gth Avenue 5outh
Edmonds, WA 98020
(425) 344-1371
g
F"
okj�
Architect
11W
Firk Ander5on
935 Daley 5trect
96020
Edmond5, Washmejton
(425) 778-2085, (425) 778-1810 fax I
0
Vrc.ajr@premierI.net
M�MKIUA
SO —%7tl ;j
f fL
Avec4oe. Gf4 10'9051
C14
I
Ova(-
IVICA. ove
t1i IN t -
's'004t 0>
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3.7
`7 37Y-a319 C-- b"c -45
Site Plan
Drawincj Index
Al
5te Plan
A2
First Floor Man
A3
5ccc"d floor Plan, Window 5ch�dule
A4
Elevations
A5
13ulidin,3 5ection
AG
F oundation Man, Hold Down 5chcdule
A7
2nd floor framinq Plan, 5hear Wall 5checlule
Ab
Roof framinej Man
A9
Lateral Des,qn DetaiI5
AID
Note5
Lot Coveracje Calcs,
Lot Area: 9,2 1 G 5q. lt.� kfWC.—
Allowable Coverac3e: 3,22G sq. ft.
Propo5ed CoverMe: 2. 1 G9 rq. ft.
Builclinej, Heicjht Calc5
A -
:04
B - OG.5
C - 107.5
D - 104
Exi5tmej Averacje Grade - 105.5
Maximum (5uilding Heiqht - 130.5
VQ
107
.5
z
E
N
7
- IP
WPROVO BY PIANNING
Al
*;kS/a- P jw N.: 0304
Date 3/20/2003
jZE10
En
Z
STAND)rl?D DRAINAGE DETEN7.70N SYSTEM
WORKSHEET
ADDRESS 11�00 7 /7
000- 90fd
IMPERVIOUS AREA..
FINISHED
*DESIGN DATA
CALC BY: &I Dix,
pHONR.
bATE:
PIPE DIA. .. . PIPE,LG ORIFIC.E
2 . e..-�5�04
DETENTION PIPE LENGTH
rx. MINIMUM
.5Z TO IX SLOPE
LID
%EA?UNRaWtr6 OF
CONC Box OR RISER
OUTLET COP
��DQUPPER CATCH BASIN GR1rICE
CONTROL CATCH BASIN
ccuh7e? SYSTEM CROSS SECTION
2'XrX6*.I)EEP, 4-6' SPALLI 02 EQUAL
FROM CONTROL CB . I .
2'X VX 3- DEEP, 3/4' CRUSHED ROCK
FROM C13NTROL
NPRAP OuWr
E�
OUTFLOW TRENCH, HIM ic, WHO.
PERr PIPE TO BE LEVEL
r
PERr PIPE W/ END CAPS
'A
PR5§"T0'TkkCE45ELN1N9 VATSINCIVIWN M=
RUNOFF. SPREADER. TRENCH
7
FOOTING DR"NS SMU NOT -BE CONNECTED W DETENTION SYSIEM
NOTM.-
1. Call Engineering Division (771-=O) for a tightline and detention system inspection
befbre bacVilling and for final ins�pections� APPROVED BY
2� Responsibility fbr operation and maintenance of drainage system: on private property is the
ibility of the propert . y owner. M"rial acicumulated in the -storage pipe must be flushed
re.sponsi
out and removed from the catch basins to allow proper operatim no outletcontrol orifice DATE
Table 1 — Detention Pipe Sizes
Impermeable
Re quired
Area Sq. Ft
Vol Cu Ft
2000
so
2500
62
3000
75
3500
87
4000
100
4500
112
5000
125
Note: Allowable Pipe Materials:
Pipe Dia meter
a a
151 180 24. 30
40
28
16
10
so
35
20
13.
60
42
24
15 Required pipe
70
-49
-18 -length In feet
80
56
32
21
90
63
36
23
100
70
40
25
Reinforced Concrete
Aluminized Steel
Aluminum
CMP Asphalt Coated
N — 12 ADS (Not permitted on roads)
Table 2 — Outlet Orifice Sizes
Impermeable
Area Sq. Ft
Outlet Orifice Diameter (inches)
2000
5/8
2500
.5/8
3000
3/4
3500
3/4
4000
7/8
4500
7/8
5000
7/8
Table 3 — Rectangular Catch. Basin Requirements
Detention
Max size
Catch Basin
pipe diameter
knockout
Type
< 18,
200
Type, 1, C1B 15
180 to 24
260
Type IL, CB 16
240 to 36:
366
Type 11, C13 19 19 (480 Basin)
360 to 420
42M
Type 11, C13 19 19 (54' Basin)
*Source: Assoc. Sand & Gravel Co. Standards
Revised 3/16/95
� � - --;'i
0.
City of Edmonds......, Permit No:- 0
PdGHT-OF-WAYCONSTRUCTION PERMIT Issue Date:
tic_
A. Address -or Vicinity qf Cpnstrucii6n: 0-7 1 1: 7 b
I -)�� I CA 'V-x
B. T e of Work (be specific
CJ n,�
WO /070./ 7V3 2-
C. Contractor: Contact: \5u.Q_& c
ailing Address:
M ��LOPLe v Phone: r,`Q (P
2
State License L 0 (11 iG I V-0 ki Liability Insurance: Bond-, $
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
`E Commercial Subdivision F1 CityProject EUC (PUD, V.ERIZOW,,-PSE )AT& T, OVWD)
Multi -Family E:1 Sir-ngfe Family,� F1 Other
'INSPECTOR:
F. PAVEMENT CUT: El YES [E NO G. SIZE OF'CUT x
CONCRETE CUT: YES [13,N6 066-
INDEMNITY. Applicant understands by hisAer signature to this application helshe holds the City of Edmonds harmless ftom
injuries, damages or claims of any kind oi description whatsoever, foreseen or unforeseen, that may be made against the City of
Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense
costs and attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS.RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLL007NG THE FINAL
INSPECTION AND ACCEPTANCE OF, THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BYCITY-FORCES, AT WHICH TIME A DEBIT OR CREDITW!LL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
* Traffic control and'puai-c-safe.-ty shall be in accordance with City regulations as required by the . City Engineer. Every
flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required training in their possession.
* Restoration is to be in accordancewith City codes. All street -cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday - NO EXCEPTIONS.
Three sets of construction drawings of proposed work are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
IHAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THATIMUSTMAKE THE PINK COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS
Signature: Date:
(Contractor or Agent)
FOR CITYUSE ONLY
Approved -by:. Right-of-WayFee: Afo 4 +Is
Time Authorized: Void After 611, 'Disruption Fee/Fund 1,11:
J I�M
Special Conditions: 1kfi-%%131RltJ J5t 5-E&Offig) fl&#k Restoration Fee:
!�J"_ ('WWOL, Total Fee: 11.5
(Ly—
Receipt No:
All 0aggfiCI(A — 5YA1 MOSMA) HMV_ Aft"JLS Issued by:
NENG--'i EE']R[N'G'FINA*L.
-UPON. COMPL ETION'OF PERMITTkDW O`RK,97'A-_1`
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Phoq 425-771-0220, Ext.' 1326)
D
FINALAPPROVAL OFPERMITTED WORK. ATE:
Inspector's Sigp6ture
For
uirements. see
Information ha ndout.
41
DAMy Documents\Forfhs\Engnmg\ROWpermit—.doc
6
Q___ __0
Curb
wo. RIff
Qb
2
1- 114 SER VICE TEE
TEST LEAD & BOX A
1- 114 MPE TRANSITION FITTING
FIELD LOC._'N CIL, 24-E CIL---,,7
66'
C4!
OPEN CUT AT TIE-IN
Location of roof drain -
Intercept (depth varies)
C44
EX. IV80 223'N It
Q
1993 CA
011
JT START
AT PIL
Q�4
0�4
QZ4 ____
Q.H
PROP. 1-114" MPE IP JT HAIN
IMD LOC._'N CIL
k14 — Q�4 — C44
Qr-4
\----END OF MAIN -
END A T PIL, _'N CIL
1— 114 " MPE POLYVAL VE
FIELD LOC._'N CIL,—'E CIL
-241ST ST SW
PLOT PLAN
SC".. 10-50,
Excavated
R/W Dirt Pile
I I - 42" Minimum —[.— 24- Min. 0114�
6" Sand Shading
Power
TYPICAL, MAINLINE JOINT TRENCH DIMENSIONS
NTS
FITTER (CHECK BOX IF COMPLETE)
Work area left in Clean & Safe pondition
Complete all Pipe Tables nd Gas Pressure Stamp
Field changes Red -Lined on as -built
Material verified and Chpn9as noted on paperwork
All Val" & roe -in _LgggU2rj_poted on as -built
Note beginning of Main, ECIM & Line of Main locations
Show Rope L222tiLons & Cul-de-sac Radius
Foreman's Signature
Company Employee ID#
S'TANDARD GAS CONSTRUCTION NOTES:
1. FIELD LOCATE ALL UNDERGROUND UTILITIES. CALL "ONE -CALL" TWO WORKING DAYS PRIOR TO CONSTRUCTION, IN
WESTERN WASHINGTON CALL: 1-800-424-5555. IN KITTITAS COUNTY CALL: 1-800-553-4344
2. ALL CONSTRUCTION IS TO CONFORM TO PSE GAS OPERATING STANDARDS AND GAS FIELD PROCEDURES.
3. EROSION AND SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUESFOR TEMPORARY
EROSION AND SEDIMENT CONTROL AND ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
4. NOTIFY PROPERTY OWNERS ADJACENT TO PROPOSED CONSTRUCTION ACTIVITIES A MINIMUM OF TWO WORKING DAYS
PRIOR TO BEGINNING CONSTRUCTION. USE iSi TO DISTRIBUTE FLYERS IF JOB IS LARGE, OTHERWISE HAND
DELIVER FLYERS BE SURE TO INCLUDE THE LIST OF FREQUENTLY ASKED QUESTIONS AND INFORMATION ABOUT
THE OPPORTUNITY TO PURCHASE AN EXCESS FLOW VALVE WHEN THEIR SERVICE IS ISNTALLED OR REPLACED
PER GAS OPERATING STANDARD 2550.1600. ALLOW ADEQUATE TIME FOR CUSTOMER DECISION AND RESPONSE.
5. ANY CHANGE IN ROUTE, TIE-IN METHOD OR ADDITIONAL MAIN FOOTAGE MUST BE APPROVED BY PSE GAS ENGINEERING
SERVICES.
6. COMPLETE "PIPE CONDITION REPORT" ON ALL EXPOSED EXISTING PSE FACILITIES. CHECK BOX ON REPORT FOR WIRE
BOX (TEST LEAD) INSTALLATION.
7. ACTIVE SERVICES DENOTED BY:
8. PIPELINE MARKERS AND WARNING SIGNS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS
OPERATING STANDARD 2525.2500.
9. VALVE MARKERS SHALL BE INSTALLED AND RECORDED BY THE CONTRACTOR PER PSE GAS OPERATING STANDARD
2525.2600 FOR ALL HP VALVES IF THE LOCATION IS NOT REDILY ACCESSIBLE, AND FOR ALL VALVES WHERE
PERSISTANT SNOWFALL MAY OBSCURE THE VALVE BOX
10. TO PREVENT ACCIDENTAL OVERPRESSURE OF ADJOINING SYSTEMS, NO TWO MAINS SHALL BE CONNECTED EXCEPT AS
SHOWN ON THIS DESIGN UNLESS APPROVED BY PSE GAS ENGINEERING SERVICES.
11. SYSTEM MAOP DENOTED BY: ISYSTEM MAOP = 45 PSla__]
12. GAUGE AND MONITOR USE OF ALL STOPPERS TO ENSURE ADEQUATE FEED.
13. RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTER CONDITION.
14. GAUGE AND MONITOR USE OF ALL STOPPERS AND SQUEEZES TO ENSURI ADEQUATE FEED. (USE MANOMETER FOR
LP SYSTEMS)
15. RESTORE ALL DRIVEWAYS SUBJECT TO OPEN CUT TO ORIGINAL OR BETTItR CONDITION.
15. PURGE POINTS AND PRESSURE TAPS TO BE INSTALLED PER PSE GAS OPERATING STANDARDS 2525.3400, AND 2525.1200.
0
0
0
0
0
0
0
GAS MAIN INSTALLATIONIRETIREMENT
Type/Work
Pipe Size
Type
Estimated
Length
Actual
Length
Manufacturer
INSTALL
1-114-
MPE
69
INSTALL
I-fI4"
MPE JT
140'
_77_�
GAS mAi,,:-4 F T, -_MT`N
TYPE TEST
PRESSURE
TESTED BY
DATE ON
TIME ON
DATE OFF
TIME OFF
TYPE TEST
PRESSURE
TESTED BY
DATE ON
ON
DATE OFF
-TIME
TIME OFF
Design Press 60
1 SYS MAOP 45 PSIG
PROJECT PHASE
NOTIF#
IDRDER#
SAP Superior
Service/Meter
Service/Meter
Service/Meter
Service/Meter
Ind. Service
Ind. MSA
Dis. Reg. / FT
HIP Svc1MSA
Relocate
Retirement
X212241471
107017432
X153773023
106112852
Gontrackir: CONSTRUCTION COST CODES:
031- 103-2 1 1 1 1
Project Manager Contact Information:
PATTI NESS
425-327-2783 CELL PHONE
206-418-4237 OFFICE
REV# DATE BY DESCRIPTION
2
1
Vicinity Map
SITE
99
2S6thos, Sow
r10
3�8 h sit d*
Lake Ballinger
240th St Sw
ri
g
79tqB.W
242nd-StSlAi,
PI Sw
wwiky
Ski
N
S no h-
N 2q�W Pt -
z! N Ki 6!
2-aaw
PI
N 209rd
Pt
Owner/ Developer Contact Info
S & S JOINT VENTURE
902 6TH AVE S
EDMONDS. WA 98026
ATTN: RON. DENADLE 425-344-1371 office
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF FACILITIES
REAL ESTATE/EASEMENT PERMIT
REQUIRED EDMONDS
FUNCTION CONTACT PHONE DATE
PROJECT MGR P. NESS 206-418-4237
ENGR-GAS
DRAWN BY MLOCK 206-418-4215 os-o2-os
CHECKED BY P. NESS 206-418-4237 0-'
COUNTY I
SNOHOMISH
EMER SECT
5
GAS WK CTIR
MCNSEG
APPROVED BY
P. NESS
206-418-4237
0-2--03
FITTER #1
1/4 SEC
SE 31-27-04
OP MAP
164.068
PLAT MAP
167. 070,
FITTER #2
MAPPING
JOINT FACILMES ARRANGEMENTS
UTILITIES
PUD
CONTACT
ROBERT AAKALEY
PHONE#
425-670-3214
PUGET S & S JOINT VENTURE
SOUND — 114 " MPE If JT MAIN
INSTALL I
ENERGY 24007-24009 76TH AVE W
EDMONDS, WA 98026
DESIGNED BY PILCHUCK CONTRACTORS INC. (2 L 0 TS)
SAP Superior Order.
107017432
Drawing Number.
NIA
SCALE:
, f. = 50'
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I - - - / 71Y�D E 2) 135
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Temporary Benchmark
INDICATFS SILT FEMPE (7YP.)
7� L.�
7-5 1 -9 24 7-
`/Nl'Q, �4. OE`32,5
:5
-X
V
WIRE FENCE
SILT FENCE
FILTER FABRIC LARGE ROCK 2" OR
MATERIAL GREATER IN DIA.
2' 23
KWLY GRADED OR Z
DISTUR6ED SIDE OPE
NA71VE BACKFIL
MATERAL
N
.59CLIOA A -A
U
NOTE- INSTALL THE SILT FENCE FIRST. AFTER THE SILT FENCE
HAS BEEN INSTALLED, CONSTRUCT BFRM AND TRENCH.
"en�e
Vicinity Mop
Notes�
1. ESC Minimum Requirement Construction Access Route.
Construction vehicle access shall be, whenever practical, limited to
one route. -Access points sholl'be . stab . ilized with quo * spolls � or
rry
crushed rack to rrl I . nim,i . ze the tracking of 'sediment o . nto public
roads. If sedime*nt'is tronqported
onto a road surface, the' roads
shall be cleaned thoroughly at the end of -each dqy.'Sedin�ent shall
be removed frbm roads by shoveling or swee ing and be
transp�rteq to. a 6ontrolled seditTient disposal prea- within 24 hours.
Street wasping shqll be allowed only after sediment is removed in�'
this manner.
2. ESC Minimum Requirement Stabilization of Exposed
Arecs.,-All poils exposed by. land disturbing activities shall Oe
stabilized by s-itable q'pplication of BMPs: in6lbdin 6
g, but not limited
to, soq1j hydroseed(ng, :or 'other vegetation, plastic 'covering, or-
mulchh7g. All 8MPs shQI1 be selected, designed, and maintained in
accordancq with t�e manuo'l. The ;--xposed � soils shall be stabilized
according to an approved Wmetablo�. (Typicolly,� no soils shall
remain exposed for more than two days from -October 1 through
April 30 and no morp:than seven . day$ fr9m Mo '1 throu'h
Y 9
Septetnber 3p).
ESC Minimum RequiruMqnt Protection- of Adjqcent
Propet-ties. Adjacen't properties shall b6 Protected fromt sediment
deposhion by appropriate use of vegetotiYq buffer;strips, ! qediment
bo�rie: or filters, �dikes or rtjL41ching, or by a combinqtion' of these
r;3
measures and -other appropriaie RMPs.
4. ESC Minimum Requirem-ont Maintenance. A// erosion and
sediment control i9MPs shall be regularly inspected and maintained
by the owner to ensure, continued -performance of their intqnded
function. All maintenance and repair shall be conducted in
accordance with t�e 'manupl.
5. ESC Minimum Requirement Other BMPs. As required Py
the city, other. appropriate BMPs to mitigate the effects of increased
runoff shall be applied.
6. Erosion and Sediment'Control Requirement ? Underground
Utility. Construction.- The construction of qnderg.rou�d utility' lines
shall specifically address the fp1loWing:,
a. Erosion control for excdvated and stockpiled materials;
b. The- placement of excIvated mqteribl where consistent
with safety and space cqnsiderations shall . be placed on. the uphill
side of trenches;
c. Trench dewatering syJems (must discharge into
sediment tra , r� ponds, or other accopta�/e means);
ps, sedimej p
d. Tracking and spilling of -materials on #reetq due to
hauling;
e. Dail� cleanup and siteef maintenance.
m: Re
7. Additional ESC Miniml. quiremen.ts for Lprger
Developn-retnts, A// new dovelopment and redevelopment that
includes land dis-turbinglq6tivitie's- of greater than, or equal to, one
ocre in qddition to mpeting (he minimum re0irements set forth
ab ' ove shall compl� witj E.5C requiremqhts listed -below.
8. E.�C- Minimum Require m'ent I ? Delineate Clearing and*
Easement Lin�its. In thl field, mark cle'aring limits andlor any
eaqemonts,, setbacks, sensitivelcritical areas and, the buffers, tree$
and drainage- cour.5es.
9. ESC Minimum Alequi�ement Sediment Tropping. Prior to
/e
qving- the sitib, storm water runoff shall Pass through a sediment
Pon& or sediment trap, or: other appropriate BMPs, Sedirr�ent ponds
and trPps,-.pqr(m6ter dikes,' sediment barriers, and'othp'r BMPs*
intenofed to trap s6dimlent :on -site shall be constructed as' a first step
In grading.: These BMP' shall be functional before land disturbing
activities 'toke p1qce. Ebrthen structures, such as dams, dikes,. and
diversions shall be-seeded,and mulched a'
4, ccording to an approved
tinJetable.
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co
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0
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4
Q)
Oasis qf Oi�qrinq:
LAKF BALLINGER LAND CO. PLAT
�(VOL. 9,.. POS 57-5.5)
1 io 0 10 20 4 1 0
I INCH 20 FT.
Temporary Senchi
RIM SSMH
ELEV.--400�00 (ASSYMED)
TEMPORARY CONSTRUCTION
ENTRANCE REQUIRED
EX. SSMH
RIM== 100. p
I.E.=94.1 -
I I I I v
E3 L 0 K 6
�ALL/N`C-EF� �'e4 N D CC). FDLA T
FX. 3 BRASS DISK
tN CON6. (CASEO) 57— 58)-
YiSiTFD 12102
JAMES A. DEGEL
705—�2ND AVE. #1111 1 <5 W.ILFREDO Q. & DIYINA ZABALA
SEATTLE, WA, 981.04 102 . NW 125TH ST.
SEATTLE, WA. 98177 1 1031 EC!, INC.
22�2.7 HkIGHWAY 99 #109
I�DMQNDZ WA. 98026
EX. 3' X �O' POWER EASEMENT
4 V,
OUT SLOff ;:1 APPROX.
HSE.
ASPHALT ORWY.
EDGE ASPH
EX. CE. (TYP
x
S89*45'30"E
6
i0p, 0,
140
T
I.E.f=95..66
2,WATER VE 4RS
_T
I -E)(1$T
1 -�-NEW ----
.00,
RIGHT-OF-WAY CONSTRUCTION PERMIT
AND INSPECTION REQUIRED
r'l un
� , JA01 ED
N??,a0,jVD XS G
r
(A
it,
op
6
EX. CATCH BASIN
RIM= , 96 �.50
I.E.=95.00
90m
DATUM EL�FV
0�5.- 00
S & S JOINT VFNTURE
902 6TH AVE. S.
EDMONDS, WA. 98020
3
W1.
"
N
a iev?' . A I I
fs V%j I ?-1L.Iw
u�
EAS9MEN`T
L�j
Ott
FOOTINdt,
Q,
RAINS NOT
TO 13E TIED INTO
DETENTION sySTEM
z CC
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cn
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r. & smopt
()ju �jQk3jfi'ED
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y
2
70,6
FIRE AND AID ADDRESS SIGN REQUIRED
RNI$H GRAQi�
CONTOUR
(Tm)
T-
250..00' FND. REBARINO CAP
K\� CARLTON
6" PVC 90.59r. (MIN.) 7511 241ST ST. S. W.
C�ONITO ROOF
"ECT EDMOPIDS, WA. 98026
tARP DR.4fpi V,;p
qLALL
1Ar-r%%-J-
Notes.
1. REPLACE ALL EXISTING DAMAGED CURPIGUTTER AND SIDEWALK
AS Dp"ERMINED BY TPE CITY INSPECTOR AND THAT DAMAGED
DURING CONSTRUCTION.
A�L TRENCH �ACK FI�L ON 70TH AVE. W. SHALL BE CDF 2
SACK MIX. TRi�NCH PA.TCH SH.4LL BE A MINIMUM OF 31 CLASS 'B'
OR MATCH EXISTING PAVEMENT DEPTH, WHICHEVER IS OR�4TER.
Tax 4cc9utjt No.
LOT 1 0048�800POO,90 7
LOT 2 00488800POL?903
Texti4al Data:
[LOT 1-IMPERVIO.5 ARFA
ROOF
�2,48�5 S. F.
PATIO
26Q S. F.
DRIVEWAY
2,85iO S. F.
TOTAL
�,59.5 �3.F.
LOT 2-IMPERVIOS AR=,E�
F
SIDE
11P -!5-F.
PATIO
12P S. F.
DRI
2P19.0 S. F.
TA L
BtAdd n k�-�
O�
cc-�C�s
-,i
I 01f
) oc-'s
C lo'7 4 �5
C) I " �
n A
EX' % " 11
t
1
L4 Coveqo-z-
tIOU,�E
40T 1 G \f-0
i -� f�
L 1197-
DRIVEWAY LOT 2 4-.
-z ING
0
----- ---- -
4A
C, C�s -
0
v�e-w
ft, 1, r-nae- �7 1
3, '7
oveca,
-ct
Pro fil�: $fwers
S(�A�t; I! "Om?0! H.
11 f=5* V4 jo, L 0<6
3a4
-s74p�)u CL,6�
0+00
1+00
2+00
�=?LF 30"DIA. OP VENT PIPE-,\
100
EKISTING
iPE
ORA
- ----------------
--------------7
------------- ---------- ------
4c 8" S.D.
LF
7j LFr-,4.9"xJ3* PIPE ARCH 0 0.0 or.
SCALE. 1`-20' H.
-75, V.
-------------
132 LF Sm S.D. 4p 0.509
.........................
7-7
0 EX. TER LINE
Profile:*Storm brafn':
2 3 0 `D/A. 04fP
LF
C8-3 (TfE ) 48"
EX. CATCH BASIN
-f —=9
ALE.- %=2 K. I
So q
C6-1 eTYPE 1)
-AI'MzF98-70
RIM--i--99.�7
MA 4 6.5 0
!�=50 v :
I. E.' 94.66
I.E.=95.00
90
LB-2 WP E 9) 540
C6 11 �TM T.
.98.61
Rim = lo6.1
,'RATED
L.00IfIfjG LID
O,F.EL.= 9&01
ALUMINUM
O.F. #2 '1.22* DIA.
EL. 97.16
SHEARGA TZ ROD
FR AND LADDEF? OR
10
STpj
...
PIPE SUPPORTS. NO. AS REWD.
.
.....
3 BOLTED OR
IMBIEDD D 2 N
(MIN) I
WALL:O 3' (MAX) SPACI14G�
MIN. I' SUPPORT
0 Oxx
8- A NI;
0 r-
�JS
FROM-7A1N'0K-
I,E.=Q5.p6
\—I.
�.-95.86�
. SHEAR GATE —A.
12' F.R.O.P. TEE CMP
I.E.= 93�86
7—
ORInCE z= 0.95' DIA.
54" STD.
RESTRICTOR PLATE TO BE
SHARP EDGED, SHOP DRILLED.
STRAINER
Cs5#2:(T)T*E I/A54-)
Flow Restrictorl0il Pollution
control Pev.icg ff.�.OA)
NOT� TO SCAV
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41 co
6�
cp
p
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IN
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cq
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S.W. 1/4, S.W, 1/4, SFC. 3;2, TWP. 27 N, RGE. 4 E. W.M.
1,
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------------------------
-� V VVA
0'�C VA
qG G4-
10
Plan
Site, Information
Farcd No.
Le,cjal De,5cription: Lot I
_r.�� --A+, 0011�W_occ_00�_02_5
Owne,rlDe,vdoper
Ron Den Adel
5ound View Home Duilclei5
902 Gth Avenue 5outh
Edmonds, WA 98020
(425) 344-1371
Architect
Rick Anderson
935 Daley 5trect
Edmonds, Washin,�ton 98020
(425) 775-2085, (425) 778- 18 10 fax
rcajr@premierI.net
Drawincj. Index
fEGISTERED
ARCHITECT
W9
tn�2�
Any request for modificationg variance or other
administrative deviation (hereinafter "variance")
must be specifically called out and identified.
Approvat of any plat or plan containing
provisions whjch� do not comply with city code
and for which� a variance has not been
specifically identir
led, requested and considered
by the appropriate city official in accordance
with the appropriate provision of city code or
state law does not approve any items not to code
specification.
ALL NEW, EXTENDED, RE -BUILT OR
RELOCATED ELECTRICAL UTILITY
AND/OR
SERVICE SHALL BE PLACED
UNDERGROUND
A 1
51te Plan
A2
First floor Plan
A3
5econd floor Plan, Winclow 5chedule
A4
Elevations
A5
5uildincj 5ection
Foundation Plan, Hold Down 5chedule
A7
2nd floor Framinq-PInri, Wall 5cheaLJ[e
A5
Roof fram!mj'han
A9
Lateral D651qn Deta,15
A10
Notes
"Lot CoveraCje, CaIG5
Lot Area: 9,2 1 G 5cl. ft. —
Allowable Coveraqje: 3,22G 5q. ft.
Proposed Coveracje: 2, 1 G9 5q. ft.
Buddincj Heirjht Calc,5
- 04
5- OG. 5
'0
0
4
'S - 5
1 .5
D X104
tX15t 5
j ve
txi5tin(� Ave e Grade - 105.5
e
M Maxi mum Bul
aximum Buildin Heic3ht - 130.5
r
A1AjVjVjtjG
M
20oo LjpC
Effective 7-1-20nn
V14
97 U��BC
ZONE - - P-1
SETBACKS:
FRONT-
SIDE -
REAR
OTHER
11lEIGHT_&P'
CITY OF EDMONDS
BUILDING DEPART[VlENT
F__., u 1
WORK
ADDRESS
OWNER
APPROVED DATE:
BLDG. OFFICIAL
Q3 PERMIT NUMBER
ZI
OP
i 17
jj,
kr)
00
U 0�
U
00
cd
0
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p
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;3;4
U
�5
-3--� J--J- -I'Q
EX. 3 " BRASS DISK
IN CONC.2�CASED�
VISITED 1 0�
B.L.0 0 K 6
LAKE- BALL/N(�3E-R LANP C�Cp
\/0 L 9-? PC. 57-58)
PLA
T
JAMES A. DEGEL
S & S JOINT VENTURE
705—z- ND AVE. #1111 WILFREDO Q. & DIVINA ZABA 902 6TH AVE. S.
SEATTLE, WA, 98104 LA �DMONOS, WA. 98020
102 NW 125TH ST.
SEATTLE, WA. 98177 1031 ECI, INC.
22727 HIGHWAY 99 #109
— — — — — ---- — — — — — — — — — — — — — -- — — — — — — — — — — — — — — --- — — — — E6MONDS, W4. 98026
EX. 3' X JO' POWER EASEMENT
A
.'4 ASPHALT DRWY.
EX. FFNCE (TYP.) N
1 4 C)
S89'45'30"E x X 25.0,00' C)
— — — 740TO --- — — — — -- — — — — — — — — — - 4—
X.
I IF. 0�0
C)
'700�
N
4 0)
Porcel-2 'x'
_7/� 117
Porcel— I \
0//
�4 �A.
LLA__ C=F=l SEM8M
co
cn
EXIST. HSE.
PA T/P 4: S. F.
1Z p 9,12
REMOVE EXISr.
19 DRIYWAY CURB CUT
zi. ��. f I N cj:� c)
DEEP SEWER 8' DEEP r1111111z11111111 Z) N_
03
-c� tx /0/7/ 0)
S4N. - 1.�
-EXIST.;�7gWER
,:�w Ss SS-1 ss
- - -- --------------
6 SEWER T - — — — — — —
x
9
K
-5
CXIST. GRAVE� DRW N89*45,30"W
4
.91.49,
C)
cj
N Zi
>tj
20' DRIVEW) Y �04
cn cr)
IPUR? AP�IZACH
day sTb EX. 10' UTIL ESO'T 0e,1t0=9L1
17 R�.fM 00
0 98
L 0 L954:
>1
EX. SSMH N89*45'30"W PRIVATt UPLITY EASWNT 2 2
01
RIM= 100. 0
8,538 S. F.
I.E,=94.1
6" PI/0 00.5ox (MIN.)
Q8- I (TYPE Q I Ln 40 CONNEOT T6 ROQF
RIM�=98.70_ 0 PV YARD DRAINS
-95.66 YP
I.E." . -o oxft . . . . . . . (7
LF-49"x3�"'PiPE AR644
Wm
ILn
2-WATER 40ERS
Q5
----------- -7,
I -NEW 30.00' x
T
S89*45'30"E
250.00' Fq0. -REBARINO CAP
TREE PRESERVATIOA1 CS--r2 (7YPi� 2) 54" ,3 (Typr �2) 4
.8 00'
E.ASNENT c T8% ttWdT. 02! — , -
KY CARJON
TYISAPHON SIDAREI 7511 241ST ST, S.W.
tun) PROPOSED 11.145.06 YA 0 EDMONDS, W4. 98026
c; ELEC.,� WNWIT. O.F.=98.61 7515 241 ST ST. S.W.
EDMOND.5, W4. 98026
Temwrary Peitchm, ark I
R M
IM , SSMH
ELEV, = 100. 00 - (AS�UM4�D) 100
ALEENE M. MCCONKEY
7519 241 ST ST. S.W.
cz
c,j EDMONDS, W4, 95026
EX. PP
0
k
PRA
0,
w 'A
2,
lip.
U 0
EXP�
A
EX. CATCH _6A,
I 117M��96ZO
I/ I.E.=9:5.00
9%
Basis of Bqarmq�,
L*E OALL�/\/0? LANO:c6. PLAT
(VqL, 9, P:G'S'51-56)-
10 1 b' 20 40
I IN: CH! �O PT.
RIM 4. 1 00.1
RAXD -40 K
q)Nq Up
b1A.
ALU11IN
U" O.F 1.2g
St4E4�GATE ROD 'EL- :16
rgAmg Aw LADOER oR
s rEpS ogur
-PIP4 $UPPORTS. Nb. AS REM).
9 GA.; BO OR
ED ED (ml IN cla.
IML 3 AX SPAUNG.
M/A I S RT:
30* cmp
10.0% 84 ADS-,ql2
FRtMfA0W*
I.P.-05.86
SHEAR 0ATL1'-----' 12- P.R.O.P� TEf CUP
0 IFICE 0. 05" DIA.
54" STD.L.-B. R TR
R%Tf)GR, TE TO
1p ED�LA
4HOP DPIE
LL�
SHA
de*f2 (TYPE,11,64")
Flow. POst�ictorlqil Pollution
c9ht�ol Devito (FRA)Aj
NOr ip SCA49
.,--2LF 30" CMP
2LP 30* CMPr-,
---------------------
EXISI
------------ ------------------------
IJ12 LF a" SA a O�L�m
7NG ORA DE
--------
4:0
CB- 1 (TYPE 1)
I
RIM-08.70,
14*96.66
Lt 8. S. Q.
00.5oxi
-7-7
73
LF-49`x337 PIPE` AR�H d ;0.00201
..........
T 'F"X� 'CATCH BA81N
RIM=96.50
ls.=96.00
CO-3 F' 9) A8
+_
RIM=99.7
C13-
CONTPOL
YPIF V 34
: STA100r,
kv RECEIVED G.R. (BOB) PARROTT, P.F.
V. CONSULTING CIVIL & TRANSPORTATION' ENGINEERING
APR 2 2 2003
PO BOX '2715, (4?5) 481—,90;?7
4\ PERMIT COUNTER WOODINVILLE*, WA. 9807;8
f
W., 1 /4, S 1 /41 8-� C 39, TWPI N1.9 RGE. 4 E, W, M.
V f i I tj7 ala
G., 'WEST Jr. & ASSOCIATES f Qi1*
,,DA VID . Professional Land Surveyor
& jo,i4t Vent-t4re
DPAWN 13Y. 0ATE. J613 NO-
18600-117th ave s. e. (360) 666-9P1 9 Office
410712.0
Snoho'rhish, W4. 98296 63 2002-rl�,
(3150) 668-9929 Fax
S
ChEbKb:
hE�Tlbli.
D. jVy. Jr. 1 2
-2/2
w 16
I, f r