22005 76TH AVE W.PDF111111111111
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22005 76TH AVE W
PLANNING DATA
-- 5ign5 --
Name-,
Date,
Site Address: 2- C>0 -5 -7 �,J
Plan Check 9-- BLD-2006-
Project Description:
Reduced Site Plan Provided: (of NO)
Zon ing:
Comprehensive Plan Designation:
Map Page:
er Lot: NO)
F lag Lot: (YES 4M
ADB File It (or date waived):
TOTAL Area, per Type of
Type of Sign
Allowed in
zone?
Matrix
conditions
met?
Allowed
area . per
unit
Unit
TOTAL sign
area
allowed for
this siqn
Proposed
sign area
Example
Wall wAntemal
Aluminabbn
YES� Wth
conditlons
Ye5
sq- &.11ineal
/t. attached
wall
41 ft. attached
Walt
41 square feet
20 square feet
Sign I
)
Y"
sl:44,
S(,
Sign 92
Sign #3
tO7-AL Sign Area for 7-eimntl5tte
Max Permitted:
Total
TPr oposed Total:
Sign Heig&
Sign Type:
Max Permitted: 'Z!5
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign Type: �A ci,
Proposed:'
Allowed in Zone: yz—<
Sign Type:
Proposed:
Allowed in Zone:
PLANNING DATA
-- SignS7 --
��n CiAors
Proposed:
Accept -able?
Requires ADB Approval?
SZ-ga LOCaNGR
If freestanding and 3-feet or over (unless a fence) meets setbacks?
o- i9e.,
6e Y edSeffiack5
y in
Street:. LA —Tf�d
Side:
,j 1A
Side: ,jlA
Rear7 -JIA
AauatSetbaek�
Street:
Side:
Side:
Rear:
Landsczong Aor-Free5tqqdiflg.�$�.
Size:
Location:
Critical Areas Determination
El Study Required
0 Waiver
Other
C-
Plan Review By:
The Health and Wellness - S/F Illuminated Monument - Site Map:
Vegetation to remain and additional
ground cover will be transplanted.
Ground cover is Vinca Minor
which will be planted around the sign.
Top View I-,,, rKOKEERING
Scale: Approx. 1/16" =1' APPROVED
QtY:0I
Applicant shall repair/replace all damage to
utilities orfrontage Improvements in City
right-of-way per City standards that is caused
or occurs during the permitted project.
%
Top View
Scale: Approx. 3/32' =1' Scanned
' PLANNING
CS. -C-C, J
L
"02"h E S U k—LI/ - -
JUN 10 2015
to
VERTICAL
VISU At SOLUTIONS
7036 270th Street SW
MoundakeTe' r3ce, WA 98043
425-361-1562
7"e""'t'
CLIENT
The Health and
Wellness Clinic
PROJECT
Illuminated Monument
JOBINFO
Initial Date: 03.25.15
Rev. Date :
Revision #:
Designer: A.K.
Sales Rep: G. Jarvis
File:
APPROVAL
Sales
Production
Client Use Only
Approved
Appmved w/ Comments
C] Resubmit
Dfitz:
Signat-
1111:11 d O� c,�— dehd
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BUILDING DEPAR-tMENT
CITY OF EDMONDS
^OrREET FILE
5 Ltr7-01 5—C) (a (1115
m
w
Lu PACIFIC-
V_
SL-EEP CENTER
CORNER SITE -SIGN
3
6" WHITE ILLUMINATED LETTERING
ON A GREEN BOX SIGN
PER EDMONDS SIGN CODE
FINISH GRADE
CONC. FOOTING
N.T.S
cl
r VI �in
� A
RECEIVED
JUN 2 5 2003
PERMIT COUNTER
02
EX. FH
RE—ROUTE SS SERV7CES STU,
SSUH IV kVNTAJN 5' MINIMUM CLE
RIM=386.14 CB TO STORM PIPE 0 2K MIN.
tE. 8" IVE.W=378-36 RIM=384.28
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City of Edmonds Permit No:,,�&'�LW6-
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: 1011el L125
A. Address or Vicinity of Con§truction: he�� Uj
B. Type of Work (be specific):
C. Contractor: Contact:
Phone:
Mailing Address:
State License� #:
Liability Insurance: Bond:$'
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
E. Commercial El Subdivision F1 City Project El EUC (PUD, VERIZON., PSE, AT& T, OVWD)
El Multi -Family Single Family F1 Other
INSPECTOR:
F. PAVEMENT CUT: El YES []NO G. SIZE OV CUT x
CONCRETE CUT: YES El NO
Al"I'LICANT TO M,Al) ANI) Sl(,,N
INDEMNITY. Applicant understands by hislher signature to this application helshe holds the City of Edmonds harmless ftom
i . nj . uri . es, damages or claims of any kind or 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 FOLL097NG THE FINAL
`—INSPECTION AND ACCkkANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL'STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
Traffic control And public safety shall be in accordance with City regulations as required by the City Enginee'r. Every
by (WAC) 296-155-305 and must have certification verifying completion of the
flagger must be trained as requi;rd
required training in their pos�ession.
Restoration is to be in accordance with 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.
.4 ings of proposed work are required with the permit application.
Three sets of construction draw
CALL DIAL -A -DIG (1-800-424-5555) PRIORTO BEGINNING WORK.
I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Approved by:
Time Authorized: Void After
Special Conditions: 4� I
rao�& 44ymot" le>- p
Date:
YOR CITY USE ONLY -11. 14
CIP
Right-of-way Fee: 160 14,
I' Disruption Fee/Fund 111:
1�r�l Restoration Fee:
Total Fee:**Vi�
Re'cei p't No: 9 429=ot C?wl
44
'J� %"OAT RMO"Tl 0A)
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326)
FINAL APPROVAL OF PERMITTED WORK.,��,'&02050'9 Q- Pimf DATE:
Inspector's Signature -
V/ 2_/0 91
For inSDection reauirements, see Ene'ineerinLy IIISDection Information handout.
NO WOIZK SHALL 131,"GIN I'M(M TO 1'1'�IZMIT ISSLJANCE
DAMy Documents\Forms\Engnmg\RbWpermit_.doc
MAR 12 2004
TOM BELT
LICENCED & BONDED
BMCON063A3
ENGNEERING DIVISIO�',
C..61.1t.13
(425) 778 -0247
(425) 776-2829
FAX: (425) 778-0463
P.O. BOX 216
LYNNWO()D. WA AM46-0216
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AAI\ WA
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TOM BELT (425) 778-0247
LICENCED & BONDED (425) 776-2829
E3MCON063A3 conlraclori FAX: (,126) 778-0/163
PO. BOX 216
LYNNWOOD. WA 98046-0216
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C r i It i c* -a-1, r he c.k . ii st CAFileNo:
Site Information (soils/ topo hy'/hydrd' /Vegetadon)
grap
1. Site Address/ Location, _t?_O�
2. Property Tax Account Number: MAI o48;�64
3. Approximate Site: ize�(aaes'pi'squarq,fi6�).-"""�""...
,AW
4. Is d-ds site currently developed? es,
no Rec
If yes; how is site developed? 14, —Oct
5. Describe the general site topography. Che&ill th -at"' a`p`P_Iy_. coum
r
Flat: less than 54eet,eleya'don changeover entire site.
Rolling: slopes on site 'en.-ei"
9 15 % .-(a. vertical' rise of 10-feet over a horizontal
distance of 66-feet).
Hilly: slop,espFesentop.pitepf
pre '�,15 -an ess than 30% a vertical rise of 10-feet
over a horizontal.distanci6f33-to.66-feet).
Steep: grades of greater'than'30%'pr6sent on site. (a vertical rise of 10-feet a horizontal
distance of less than'334646O.". &'Ilk
;010
Other (please describe):
6. Site contains areas of year-round stancu�g Ap rox. Depth:
T
Site contains areasof seasonal standing' JQ
7. water:-., Approx. Depth: A
...... .....
What season(s) of the year?
JI1,
8. Site is in the floodway _tj 101) floodplain-' of �a water course.
9. Site contains a creek or an area where water flows, across the grounds surface? Flows are year-round?
Flows are seasonaV '(What time'of year?
10. Site is primarily: forested meadow , . shrubs mixed
urban landscaped (Iawnshru�s. qc),.
11. Obvious wetland is present on site: 00
Critical Areas Checklist.doc/3.19.2001
19 & M COW . MACTORS"
P.O. BOX 216
LWOO.D.-WA 98046
LYNNI
vs
Vale;
IVED
PERMIT EXPIRES
IUSE PERMIT
CITY OF EDMONDS ZONE Ci(I 21f NUMBER
JO UITFIACM.
CONSTRUCTION PERMIT APPLICATION ADIORESS
OWNER NAME/NAME OF BUSINESS AT J,(-,
f4dwk PLAT NAMEISUBDIVISION NO. LOT NO. LID NO.
MAILING ADDRESS LID FEE $
TESCP Approved
PUBLIC RIGHT Of WAY PER OFFICIA REET MAP RW Permit Required
Street Use Pett Req'd
EXISTING PROPO Inspection Required
ZIP ITELEPHONE Skfo�alk Required
9 REQUIRED DEDICATION IFT Underground
NAME METER S1 E 7— Wiring required
11 1 INE SIZE NO. OF FIXTURES PRV REQUIRED
ES13 NO 9-5
;Y� 0 it
E ADDRESS REMARKS z
z
x OWNER/CID NTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
10?3203
C ZIP jTfLEPHONE
(a) 99w4K9 sbq�� deA
NAME C
L
lam ENGINEERI REVIEWED B 'DATE
YY/
ADORE
0 ss
DATE
_FIRE, REVIEWED BY
CITY
P TELEOHOhE
C rL
umtft&� � ft. 6VI.A I � :; - I
STATE LICENSE NUMBPR VARIANCE OR CU SHORELINE OR ADB#- �.IN PECTIQN BOND
. I �#REOD POSTED
EXPIRATION OAT. ECKED BY 0.1 , ,
_,7 11 1. 1
& YES ONO
1$
_3rGN AREA HEIGHT
SEPA REVIEW
PROPERTY TAX ACCOUNT PARCEL NO. COMPLETE , EXEMPT _ALL0 ED '�LLOWEO - PROPOSED
6 (b
EXP x
LOT COVERAGE REQUIRED SETBACKS (F�).. -'PROPOSED SETBACKY(FT.)
NEW RESIDENTIAL 13 PLUMBING/MECH ALLOWED PROPOSED FRON7 SIDE REAR F LJR SIDE REAR
ADDITION COMMERCIAL z
Ck;ji!�tq!2 �OF_USE z
PARKING LOT iREA PIJANNIVG REVIEWItOISY OAT
MULTIFAMILY IL
aREMODEL all E] SIGN REO/D I PROVIDED
FENCE -
GRADING 01
REPAIR CYDS x Fr) REMARKS
DEMOLISH TANK OTHER
z 0 GARAGE RETAINING WALL F RE SPRINKLER
CARPORT ROCKERY F:RE ALARM
(TYPE OF USE, BUSINESS OR AcTivny Ab
CHECKED BY I TYPE CONSTRUCTION OCCUPANT
RE -GROUP
NUMBER
I NUMBER OF CRITICAL
OF DWELLING AREAS 6'tfV_l SPECIAL INSPECTION JAREA OCCUPANT
0 STORIES UNITS NUMBER REQUIRED [] YES LOAD
DESCRIBE WORK TO BE DONE _��6
sr— REMARKS
PROGRESS INSPECTIONS PER UBC 1198/FINAL INSPECTION REO'D 9
rc) VALUATION
Description FEE Description FEE
3tate Surcharge
Plan'Check
A/
ROM SOORCE' 10AZI174131 % YLOT,
,�IkOPE99
Buildi City Surcharge
rigp*rrlit r 1�w 65'
PLAN CHECK NCA VESTED flurribing,;
Mechanical
THIS PERMIT AUTHORIZES ONLY THE WORK Ni LE
t: BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
a
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading
SEPARATE PERMISSION. Engr. Review
PERMIT APPLICATION: 180 DAYS
IL PERMIT ILIMIT I YEAR _ PROVIDED WORK IS, STARTED WITHIN 180DAYS Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE: HEIRS, ASSIGNS AND SUCCESORS Fire Review Plan Chk. Deposit
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
EDMONDS, WASHINGTON. ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt #
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscapelnsp > T6tal Amt. Due
0 t
x NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION."
Recording Fee Receipt #
1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVE IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
N I
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official or his/her Deputy: and Fees are paid, and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt Is acknowledged In space provided.
WORKMEN'S ffiXP�NSATION INSURANCE AND RCW 18.27. OF SIG �E DATE
SIGNATU OR AGENT) DATE SIGNED (425)
771-022
0 rREIXISED BY DATE
ATTENTION M 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
ORIGINAL - FILE - YELLOW INSPEC�OFI
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK-QWNER - GOLD -ASSESSOR
94/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING
�'j ainm rILE, Permit No:,gcb 3—
N Citr'of Edmonds.
RIGHT -Of �VAY CONSTRUCTION PERMIT Issue Date:
a LJJ-
A. Address or Vicinity of Construction:
ifi I
B. Type of Work (be speci c): L) C e-
C. Contractor: e��p
tA_k_ C-1
Contact: dc
Mai . ling Address: 13330
3�0
Phone:
State License'4
Liability Insurancd:. -Bond: $
A,
D., Building Perriiit# ('if
a' iicible).
p
iMi
gid'e' Sewer 0'erin t #"�if app ica e
E. Commercial
Subdivisio",!;
City Project EUC. (PUD, VERIZON; PSE, AT& T, OVWD)
Multi -Family
Single Family
F
Other
INSPECTOR:
F., PAVEMENT CUT: YES' NO G. SIZE OF CUT x
CONCRETE CVT:� YES NO.
Al"I'LICANTTO IZEAI) ANI) SIGN
INDEMNITY.-,�. Applicant understands.by. his/her signaturie to this application helshe holds, the City of Edmonds harmless ftom
'd�yl�yies "or aims iption whatsoever, fdreseen, or urj'breseeh, �'th ay be'made against the City of
injuries, cl of any'kind or �j&�' at m
Edmonds or any of its departments or employees, ineluding but not limited to. the defense'of any legal proceedings including defense
costs and attorneyfees-by reason ofgrantiqg this permit.
T1ik,C0JyTRA.CTOR IS R"E'SPONSIBLE`�FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLL097NG THE FINAL
INSPECTION AND A CCEPfANC-E OF TWE WORK. - ESTIMA TED RESTORA TION FEES WfLL BE HELD UNTIL THE FINAL'STREET PA TCH IS
COMPLETED B Y CITY ;0ACES, -A T. WHICH. TIME A DEBIT OR CREDIT W!LL BE PR OCES . SED FOR ISSUANCE . TO THEAPPLIC4NT
Traffic control and public safety shall be4n accordance with City regulations as required by the City Engineer. Every
flagg6r "'Must be trainea aislequired by (WAC) 296-155-305 and must have certification verifying completion of the
required traihing in their poss'e'�Ajgn.,,_,
Restoration is, to; be., in-accor anct,,.with�Cityleode�.-4,All.,.st�6e,t-cui--.,ir..enchI ..shall�be:-patclied. wi h a phalt or City-
kwq t. k It 's
S NO"',
appro*ed'ffiateriil"p`ii to ....Xn *-ihe' k' EXCEPTIONS:71
wor ay
Three gets o?c drawings of pro'
0 posed work tire required with the permit app ication.
CALL DIAL-A-DI,G (1-800-424-5555) PRIOR TO BEGINNI.NG WORK
I HA VE READ THE ABOVE STA TEMENTS AND'UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T U AKE THE PINK COPY OF THE PERMITA AILABLE ON SITE A TALL TIMES FOR INSPECTIONS
f
�TM
Signatu Date'--' G 12 -o,3
(Contractor or Agent)
IJ
FOR CITY USE ONL
Approved by: 0 0 W%?IG(I
Time Authorized: Void After - 0 4 / tO 12CV-5
Special Conditions:.10_" C &NTIZOL Pk-V, -PLMJ
C--CyA(,-f (am S lrpn-� - 81boxft'l W sl
WOK -ruew- waume� — S2012-i
Righfn;of-way Fee: 4 4;
Disruption Fee/fund 111:
Restoration Fee:
Total Fee:
Receipt NO:
Issued by::I
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Phone 425-771-922,0 -117 L-4
Yxt. 1326)./L
--WORK.
FINAL APPROVAL OF PERMITTED kDATE: 1012
Inspector's Signature cts, nft
For inspection requirements see Engineering Inspection Information handout.
DAMy Documents\Forms\Engnmg\ROWpermit_.doc
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Pilchuck Contractors, Inc.
Job #106100535
15 Jan 03
Sheet 1 / 1
J. Buss
National Barricade Co
Notes:
1. AJI signs and spacing to conform to
the MUTCD & City of Edmonds specs.
2. Work zone is 18'e/o c/I 76 AVE W
& 75's/o c1l of 220 ST SW,
3. Alert affected businesses.& residents.
4. All signs are 48" x 48" B/O
unless stated otherwise.
5. If work will interrupt traffic signal operation,
it shall be set to "FLASH RED" ft
Th a. ^J-N
de':5c' lone's op fyx-��e'
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C-7
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: www.d.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning -, Building - Engineering
February 20, 2004
Tom Belt
B&M Contractors
P.O.. Box 216
1-yrinwood,,, WA 98046-0216
RE: Payment for Pavement Patchon 2201h Street SW
Dear Tom:
GARY HAAKENSON
MAYOR
MAR U I 26Vi
ENGINEERING DIVISION
We received a bill from you on February 11,2004 for some patch work on 2201h Street SW that
you- say I authorized. I believe there was some misunderstanding somewhere, because at no time
did I authorize the patch work to be done by your crew. Greg called to tell me there was an area
where the pavement was failing adjacent to Where they were preparingto pave. He was
concerned t t ei
he inspector. would say the darnaged areq. was a:rcsiil.of th ir --ork and he would be
required to fix it. I told Greg he.did not need to do the repair, and that we would have the shops
do it, but it was his choice if he thought the inspector would require him to fix that ar6a. I am
sorry if the re was some misunderstanding, but I did not authorize the work to be done and did
not agree that the City would pay for any such work. Because we did not authorize it or have a
contract with'you, we cannot 1�ay you for that work. If you disagree with the decision, you can
file a claim with the City Clerk.
If you have any questions, please call me.
Sincereil:"'
I\A�
YLE CHRISMAN
Engineering Program anager
ALC/cmc
co
TOR
L) 14NPW'OXO
J046
Wletters\belt-paymt for paving.doc
Incorporated August 11, 1890 0
Sister City - Hekinan, Japan
9
Critical Area.S:Checkh�t, CAFileNo:
Sibee Informtion (soils/ topography/ hydrol ''el v
0 egetation)
1. Site Address/ Location*: SZOOS- t+je- W_ (c,��. . .
2. Property Tax Account Number: 0 4 3 64-6
3. Approxftnate Site -Size (acres or squ 'are fedt):'. 3
4. Is this site currently developed?
yes; no.
If yes; how is site developed? (,I C44--e—A
5. Describe the general site topography. Check all that apply.:
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over%a horizontal
distance of 66-feet)..
Hilly: slopes present on site of more tfi��- 15 and less than�'30% a vertical rise of 10-feet
over a horizontal distance 6f 33 to, 66�feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
6. * Site contains areas of year-rouna standing' water: 1i 0 Approx. Depth:
7. Site contains areas *-of seasonal standing water: t; 0 ;Approx. Depth:
What season(s) of the year?
8. Site is M* the floodway
floodplain — of a water course.
9. Site contains , a creek.or an area where water flows across the grounds surface? Flows are year-round?
— Pj & - Flows are seasonaI7 — (What time of year?
10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped (lawnshrubs etc) V
11. Obvious wetland is present on site: tj 0
V A
A
AM
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Critical Areas Check] ist.doc/3.19.2001
City of Edmonds
Development.Seryiftwerit.,
Planning DiVisiorf
Phone: 425 371.02*J/V
Fax: 425.77IM21 pp,kll
The Critical Areas Checklist contained on this form is t6'
be filled out.by any person preparing a Development'
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
:.DaW'Received:
City Receipt M lcr_fS�_)
Critibdl:Areas'File*� Z�
Criti ' cal. Areas Checklist Fee: $4 .00
,-.Patd-Mdii6dtoAppl'i'c'an't:"- . k� -�-O?
A property owner,. or his/her authorized representative,
must'fill out the checklist, sign and date it, and submit it
to the -City. The City will review the checklist, make a
precursory site visit, and make a determination of the
The purpose of the Checklist is to enable City staff to subsequent steps necessary to complete a development
determine whether any potential Critical Areas are, or permit. application.
may be, present on.the subject property. The information Please submit a vicinity. map, along with the signed copy
. ___ -f- firid _an7dfocitingthe
needed tC-6-diriplete---the Chddklist-sh6i!ld--Ii&'ea-s-ily- 6 Us .9rin to assist City staff in ing
available from observations of the site or data availabl, e�'aiti. 'speciAc�'pi�ece of -property described on this form. In
City Hall (Critical areas inventories, maps, or soil addition,' the applicant 'shall include other -pertinent
surveys). information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information fumished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to file this application on the behalf of the owner as listed below.
SIGNATURE OF APPLIcANT/AGENT — —YPK-L T% DATE S - 7
Property Owner's Authorization
By my signature, I cer* that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant to this application.
SIGNATURE OF OWNER DATE 0
PLEASE PRINT CLEARLY
Owner/Applicant:
Name
Z 7-00 PrV4e W
Street Address
L-J A 'R soz
city State Zip
Telephone: 4ZE- '7LI-L 5EI'L
Email address (optional):.
Applicant Representative:
Name
Street Address
city State Zip
Telephone:
Email Address (optional):
Critical Areas Check] ist.doc/3.19.2001
RECEIVED
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAMEINAME OF BUSINESS.
NOCC Z`0H*JZ0J
MAILING ADDRESS
W �z
CITY ZIP TELEPHONE
�6_ 1117-
5-1 ?
NAME
ZIP
NAIME.
Utll. 9
t i (
i rm-r co
9C
0
ADDRESS
228,06 to
CITY ZIP
TELE�PHONE
0
e0mo Pmr- 19102 67
qG ,
q0 200 941-V?Z16
STATE LICENSE NUMBER EXPIRATI N D
CW9CKED BY,
1, 'ATE
W004wak. crc-l-�j 0 1 .
�7
lep J
PROPERTY TAX -ACCOUNT PARCEL NO.
5
oys
121, NEW Fer RESIDENTIAL PLUMBING MECH
COMPLIANCE OR
ADDITION. COMMERCIAL.. 0 CHANGE OF USE
0 REMODE L murfi:Amwy SIGN
0 REPAik� GRADING FENCE
CYDS El X_ FT)
DEMOLISH 1-1 TANK o OTHER
z
GAR AGE o RETAININGWALL FIRE SPRINKLER
CARPORT ROCKERY 0 FIRE ALARM
0-
F1El
(TYPE OF USE. BUSINES§.OR ACTIVITY) EXPLAIN:
0 NUMBER NUMBERC
a OF DWELLING
0, STOIRIEB UNITS
DESCRIBE WORK TO BE DONE
PERMIT EXPIRES
%14SE PERMIT
NE
NUMBER
JO U #
S TIVAPT
AD:RESS J'1 A ok _� ---,) I - I I
PLAT NAMEISUBDIVISION NO.
LOT NO.
LID NO.
UD FEE III
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESGP Approved
RN Permit Required
asset Use Permit RoqV
EXISTING — PROPOSED
Irspemlon Required 13
Sidewalk Required 13
REQUIRED DEDICATION— FT
UndwW&AW
I w=9 req 13
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV'REQUIRED
YES Cl NO 13
E
I
REMARKS
z
z
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
ENGINEERING REVIEWED BY DATE
FIRE REVIEWED BY DATE
Cr
WrL
OR CU
SHORELINE OR ADB#
I INSPECTION
.VARIANCE
k/ REO'D
PSOND
OSTED
I VVS 0 NO
$
SEPA REVIEW
SIGN AREA
HEIGHT
COMPLETE ERPT
ALLOIYED PRO ED
ALLOWED PROPOSED
,
,
EXP
LOT COV7E E
REQUIRED SETBACKS (FT.)
PROPOSED SETBACKS (Fr.)
ALLOwEjD P OPO;S�ED,�.'
FRONT , SIDE REAR
FRONT LIR SIDE REAR
Z
I
z
PAWING
LOT AREA
P NO R IEW D Y DATE
REO'D I
----+—
PROVIDED
I
61C
I M 9-215-M
REMARKS
CHECKED BY ITYPE OF CONSTRUCTION
A- U7
CRITICA
AREAS SPECIAL INSPECTION JAREA
NUMBE REQUIRED [] YES
REMARKS
PROGRESS INSPECTIONS PER UBC
VALUATION -
HEAT 80 GLAZING % LOT SLOPE %
CHECK-NQ: VESTED DATE
0121 - �a
r—#L^
THIS PERMIT AUTHORIZES ONIN 'THE WORK NOTED. . THIS PERMIT COVERS WORK TO
BE DOME ON PRIVATE PROPERTY ONLX ANY CONSTRUCTION ON THE PUBLIC
. DOMAIN (CURBS. SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
PERMIT APPLICATION: 180 DAYS
IL PERMIT LIMM I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND. SUCCESORS
IN INTEREST, AGREES TO INDEMNIFX DEFEND AND HOLD HARMLESS THE CITY OF
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE. ARISING DIRECTLY OR INDIRECTLY.
FROM THE ISSUANCE OF THIS PERMIT. *ISSUANCE OF THIS PERMIT SMALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY.ORDINANCE
0 NOR LIMIT IN ANY WAY THE C17YS ABILITY TO ENFORCE ANY ORDINANCE PROVISION."
z
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; TH THE INFORMATION
Description
Plan Check
Building Permit
Plumbing
Mechanical
Grading
Engr. Review
Engr. Inspection
Fire Review
Fire Inspection
Landsc ape Insp.
Recording Fee
FEE
I CODE OCCUPANT
GROUP .
OCCUPANT
LOAD.
INSPECTION REaD
Descirlotion FEE
State Surcharge
City Surcharge
Plan Chk. Deposit
Recei pt III
Total Amt. Due
Receipt #
W A/1
GIVEN IS CORRECT, AND THAT I AM THE OWNER. OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
THEPINNER. I AGREE To compty.wrrH CITY AND STATE LAWS REGULATING CONSTRUC- This Aj�llcatlory Is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY NO PERSON WILL BE EMPLOYED, p CALL Building Official, or hisfiver Deputy: and Fees are paid. and
IN VIOLATION OF THE LA13OR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt Is acknowrledged In space provided.
WORKMENS COMPENSATION INSURANCE AND RCW 18.27.
NATURE D
S�!qNA �E(OWN M2NATI
DATE SJGNED IQ
-5)
..17 & U
771-0220 RKWED BY DATt f
ATTENTION off 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFI-
ORIGINAL F
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 �111R
04/02 PINK -OWNER GoL.D.-AsSESSOR
.GREEN -ACCOUNTING. .
PUAF
0
Western
Engineers
Inc.
SURVEYORS - PLANNERS - ENGINEERS
13000 Highway 99 South. Everett, Washington 98204
(425) 356-2700 �WQSVLVEV08
JUN 2 7 2003
PERMIT COUNTER
DETAELED STORM DRAINAGE STUDY
For
Medical Office of Dr. Noel Johnson
22005 - 76th Avenue W.
Edmonds, WA. 98020
TAX. ID. 27042900304500
0 June 10, 2003
0
J. C. McDonnell, MS, PE
C
C�'
CLIENT: Dr. Noel Johnson
1663 2 - 71 st Place West
Lynnwood, WA. 98037
Tel: (206) 920-4992
& TA c D o*,%o
qASj Al
ASI
10/13/
WESTERN ENGINEERS, INC.
JOB NO. 02-369A
ISSUE DATE: March 11, 2003 '
REVISION DATE: June 10. 2003
RECEIVED
J A 2 6 2003
PER61111-f COUNTER
LAND U6Bd3tDNSULTANTS * CIVIL ENGINEERS - LAND SURVEYORS * ENGINEERING CORPORATION
p
L -A
0
0
1-1
L
0
TABLE OF CONTENTS
TAB#
CHAPTER
1.
ATTACHMENT "A"
2.
EXISTING CONDITIONS
3.
DEVELOPED SITE CONDITIONS
4.
DETENTION DESIGN CRITERIA
5.
DETENTION HYDRAULIC RESULTS
6.
DETENTION PIPE SIZING
7.
DOWNSTREAM ANALYSIS
8.
BASIN MAPS & RELATED REPORTS.
5
PAGE #
3
4
6
7
8
9
9
0 02367a 2
0
1. ATTACHMENT "A"
DRAINAGE INFORMATION SUMMARY FORM
Project Name: Dr. Noel Johnson Office
Project Engineer: WESTERN ENGINEERING, INC.
Project Applicant: Dr. Noel Johnson.
Project Total Area: 13,938 sf = 0.32 Acres
Project Development Area: 0.32 Acres
Number of Lots: I
Summary Table:
Drainage Basin Information
On -site Area
Type of Storage Proposed
Approximate Storage Volume
Soil types .
Pre -developed RunoffRate
Individual Basin Designation A
0.32
Pipe or Vault
ef
Alderwood
Q (cfs)
2-year
0.006
10. year
0.027
100 year
0.065
Post -developed RunoffRate Before /after controlling
Stonri Event
Q (cfs)
2-year
0.058/0.006
10 year
0.101/0.027
100 year
0.161/ 0.066
Type of water quality measure(s) proposed:
I . Silt Fence around site perimeter.
2. Standard erosion control BMPs at building stage such as mulch, seed, hay bales,
sediment traps, TESC entrance to control construction runoff.
9
Ll
9 02367a 3
Ll
0
2. EXISTING CONDITIONS
The site is located in the City of Edmonds at 22005 - 76th Avenue W in Section
29, Township 27N, Range 4E, W.M. in Snohomish County, WA. The site was
historically developed as a single family home, garage, carport etc. It is bordered
on two sides with older residential development. However, Stevens Hospital is
less than a half -mile immediately north of the'site and commercial' development
has already spread down 76th to the 220th intersection either as new construction
of office buildings or as conversion of the single-family homes to smaller offices.
Commercial development is also approaching from the east since the Highway 99
corridor is only 2 blocks away. The site is within an area that has already been up -
zoned by the City of Edmonds for commercial uses.
The building remodel application is in the City permit process. The current
proposal will be a part of the permit package as the site parking facilities and
storm facilities are upgraded to meet current city landscaping, parking and
drainage codes. Water service'and sanitary sewer service are delivered from 220th
Street to the north of the site. The existing house and garage are presently
unoccupied but, are obviously ready for construction of the remodel to begin. The
ohj garage d shed are used for storage by the owner and are.expected to remain
in the development plan. 11�
b. TOPOGRAPHY & SOILS
The Snohomish County Soil Survey maps indicate the area is dominated by
Alderwood series Urban Complex on 2% to 8% slope. In this application, site
soils are Alderwood series GSL, Hydrologic Class C, per the Snohomish County
Soil Survey. CN Assumed for Site = 81 for (based upon site coverage with lawn
required by the City of Edmonds, a very conservative assumption for an urban
center.
02367a 4
3. SITE DEVELOPED SITE CONDITIONS
EXISTING CONDITIONS
Edmonds drainage code permits credit for existing impervious surfaces on the
property. The detention calculations have been revised to take advantage of this credit.
Pervious Area = 0.24 ac. CN = 81 (assumed)
Irnpervious Area' = 0.08 ac. CN =.98 (assumed)
Ll 116 LF @ 2.82% PASTURE
Alderwood Gravelly Sandy Loam; Hydrologic Group C
Developed CN Assumed for Site w. LANAN 86
Tc(pervious) = 21.17 min.
Tc(impervious)= 10.0 min.
DEVELOPED CONDITIONS
Developed conditions are summarizes as follows:
FUT. IMPERVIOUS SURFACE AREA 0. 176 ACRES
Rooftop Impervious 2,175 sf
Parking Lot 5,500s
Sub -Total 7,675 sf
FUT. PERVIOUS SURFACE AREA 0. 144 ACRES
Determine Future CN:
Pervious Area = 0. 144 ac. CN 86
Impervious Area = 0.176 ac. CN 98
Ll 125 LF @ 3% PASTURE
Developed Tc = 7.00 min. (min. for paved)
Developed Tc = 7.00 min. (min. for pervious)
� 0 V
P2 i
Plo 2.1
P100 3.0"
0
02367a 5
r]
4. DETENTION DESIGN CRITERIA
Detention will be provided to satisfy the I 0-year and 100 year storm requirements
per the City of Edmonds stonn drainage requirements (Sec. 18.30.060 (L) c.) and
the 1992 DOE Manual. The Storm Drainage calculations are based upon the Santa
Barbara Unit Hydrograph Method as described in the Stormwater Management
Manual for Puget Sound published by DOE in June 1991 (Ref. 1).
Rainfall intensity is determined according to the referenced DOE Manual Method
using Isobaric Charts for Snohomish County. Hydrograph calculations are
performed on the Waterworks Program by Engenious Systems, Inc. I
The ston-n selected was the required Type IA for Snohomish County.
Concentration times were calculated based upon flows from the most distant point
on the site to the proposed discharge point.
Basin descriptions are�provided on the computer reports for the design storms of
interest, the 2-year, the 10-year and 100-year storms for undeveloped and
developed cases respectively. These detention criteria are the exact criteria
imposed on the system approved immediate east of this, site. The criteria is as
stated in Edmo rids Code section 18.030.060 (L) (a.) Since the site is less than 1
acre in size, the allowable release rates will match the undeveloped 2-year, 10-
year and 100-year events. Storm data is presented in tabular format on the
following pages with brief summaries and explanations of the results.
The required Release Criteria for the development are as follows:
Q2-year Undeveloped 0.024 cfs
Q 1 0-year Undeveloped 0.053 cfs
Q 1 00-Year Undeveloped 0.098 cfs
(These numbers have been adjusted to account for existing impervious surfaces
as permitted by Edmonds 1 st review comments dated 06/09/03)
0 02367a 6
�-m
5.
DETENTION HYDRAULIC RESULTS
TABLE I
HYD
PEAK
TIME
VOL UME
#
RUNOF
OF
OF
CONTRIBUTING
STORME.VENT
F
PEAK
HYDRO
AREA
RA TE
(inin.)
(cflAcFt)
ACRES
(Cfs)
1
0.024
480
567
0.32
2- year undeveloped
2
0.053
480
1118
0.320.
1 0-year undeveloped
3
0.098
48
1938
0.320
100- year developed
4
0.058
480
978
0.320
2- year developed
5
0.101
480
1681
0.320
10 year release
6
0.161
480
.2638
0.320
100 year release
7
0.024
550
978
0.320
2-.year release
8
0.051
510
1681
0.320
10 year release
9
0.098
510
2638
0.320
100 year release
�-m
10
0
0 02367a 7
6. DETENTION PIPE SIZING RESULTS
The enclosed appendices contain the computer results, which indicated the following
required detention sizing:
1. Detention pipe -is equivalent to 501f of 36" CMP, not corrected for
SDMH's at an approximate slope of 0.26%.
2. Riser is an 8" pipe at elevation 378.10.
3. A three -orifice outlet structure with a bottom orifice of 0.92 inches ---at
elevation 372.60, a second orifice 1.00 inches in diameter at
4. Elevation 375.8 and a third orifice 1.00 inches in diameter at
Elevation 376.50..
5. Connecting manholes will be Type 11-54" diameter.
Required Q100 Volume = 335 ef
Available Volume 40.0 If of 3611 CMP at 7.07 ef/ft 282.8
5.6 If of 54" SDMH @ 15.9 ef(ft 89.0
Available Volume 371.8 cf > 335 ef
F. Emergency Overflow:
The standard 8"-Riser/Standpipe will be provided in the new restrictor as an
emergency release point. According to Waterworks printout for an 8" stanidpipe
in the printout pages (at El = 377.50), a Qdev100 = 0.161 efs flow will overflow
the riser (at elevation El = 377.55) at a spillway depth of 0.05 feet and will. flow
safely to the downstream channel, if the orifices are plugged. In conclusion, the
proposed 'riser is adequate to safely release flows in excess of the Q 100 developed
if necessary. ft is properly sized to function as an emergency overflow.
Ll
1-1 L
0 02367a 8
F,
7. DOWNSTREAM ANALYSES
Offsite Analysis
A site reconnaissance was performed by Santhosh Moolayil of Western Engineers
Inc. on June 24, 2003 to verify the downstream flow paths and observe any drainage
problems downstream of the site. It was overcast with a temperature of around 65
degrees.
The project site is currently developed with a single-family residence, a garage and
carport. The majority of the site gently slopes to the northeast to 2.20'h street at 2 to 8
percent. No visible on -site drainage problems were observed at the time of the field
observation.
0 Upstream Analysis
Based on the site reconnaissance and the topographic survey of the site, upstream
runoff is intercepted by the storm system on the 7e Avenue West and flow towards 220th
0 Street.
Downstream Analysis
Please refer to the Downstream Analysis Map attached in the next page for a
detailed description of the downstream flow. The site drains to 2200' street SW and enters
into a catch basin located approximately 200 feet east from the property. It is then crosses
220'h Street SW through a 12-inch pipe and flows east through'the existing 15" diameter
storm system. This system crosses HWY 99 and continues to flow towards the east till it
reaches the catch basins at the low point on 220th. From the catch basin, the drainage
discharges into Halls Creek through a 15-inch concrete pipe. Halls Creek flows east under
the public arterial in two large arch culverts and then as open channel through private
commercial development (Street Casino etc.). This is the point where the downstream
analysis was stopped. "
No visible drainage problems were observed at the time of field inspection. Site
photos of the relevant structures are provided in Figures 9 through 14 in the Appendix.
0 02367a
J
9
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0 8. BASIN MAPS & RELATED REPORTS.
Attachments:
a Site Vicinity Map
u Site Soils map
u Basin Summaries
10 o Hydrograph Analyses
o Downstream Photos
a Site Photos
u Site Distance Photos
6
9
I*
0 02367a 10
o Site Vicinity Map
� 0 02367a I I
0
r]
9
L,
9
0
SITE VICINITY MAP
Western Enineers,
Inc.
Land Use Consultants e Civil Engineers
Land Surveyors
13000 Hwy 99 South 9 Everett, WA 98204
E-mail: weighalcyon.com
(425) 356-2700 * (425) 356-2708 FAX
NOEL JOHNSON OFFICE
22005 - 76TH AVENUE W.
EDMONDS,, WA.
SCALE:
None
DATE:
6/10/03
CHECKED:
JCM
BY:
JCM
I JOBNO.:.
02369A
SHEET:
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02367a 12
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SOIL SURVEY OF SNOF
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a Basin Summaries
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0 02367a 13
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0
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6/10/03 11:57:43 am J.C. McDonnell & As'sociates page 1
.Noel Johnson Office in Edmonds
Final Detention Sizing
06/10/03
BASIN ID: B002
SBUH METHOD.OLOGY
TOTAL AREA .......
RAINFALL TYPE ....
PRECIPITATION ....
TIME INTERVAL.
BASIN SUMMARY
NAME: Undeveloped 100-year
0.32 Acres
TYPE1A
1.40 inches
10.00 min
I
BASEFLOWS:
AREA. . :
CN .... :
TC .... :
1 0.00 cfs
PERV
0.24 Acres
81.00
21.17 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 116.00 ns:0.2400 p2yr: 1.40 s:0.0282
PEAK RATE: 0.02 cfs VOL: 0.01 Ac-ft TIME: 480 min
BASIN ID: B010
SBUH METHODOLOGY
TOTAL AREA .......
RAINFALL TYPE ....
PRECIPITATION ....
TIME INTERVAL ....
NAME: Undeveloped 10-year
0.32 Acres
TYPElA
2.10 inches
10.00 min
BASEFLOWS:
AREA. . :
CN....
TC-.. . .:
0. 00 cf s
PERV
0.24 Acres
81.00 �
21.17 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 116.00 ns:0.2400 p2yr: 1.40 s:0.0282
PEAK RATE: 0.05 cfs VOL: 0.03 Ac-ft TIME: 480 min
BASIN ID: B100
SBUH METHODOLOGY
TOTAL AREA .......
RAINFALL TYPE ....
PRECIPITATION ....
TIME INTERVAL ....
NAME: Undeveloped 10-year
0.32 Acres
TYPE1A
3.00 inches
10.00 min
BASEFLOWS:
AREA. . :
CN....
Tr
0. 00 cf s
PERV
0.24 Acres
81.00
21.17 min
ABSTRACTION COEFF: 0.20
TcReach - Sheet L: 116.00 ns:0.2400 p2yr: 1.40 s:0.0282
PEAK RATE: 0.10 cfs VOL: 0.04 Ac-ft TIME: 480 min
BASIN ID: D002
SBUH METHODOLOGY
TOTAL AREA .......
RAINFALL TYPE ....
PRECIPITATION ....
TIME INTERVAL ....
NAME: Developed 2-year
0.32 Acres
TYPE1A
1.40 inches
10.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.06 cfs VOL:
BASEFLOWS:
AREA. . :
CN ....
TC ....
0. 00 cf s
PERV
0.14 Acres
86.00
7-.00 min
0.02 Ac-ft TIME: 480 min
IMP
0 08 Acres
Ir =--
9
7.00 min
IMP
0.08 Acres
98.00
7.00 min
IMP
0.08 Acres
98.00
7.00 min
IMP
0.18 Acres
98.00
7. 00 min
6/10/03 11:57:43
am J.C. McDonnell & Associates
page 2
Noel Johnson Office in Edmonds
Final Detention Sizing
06/10/03
--------------------
BASIN SUMMARY
BASIN ID: D010
NAME: Developed 10-year
SBUH METHODOLOGY
TOTAL AREA ....... :
0.32 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... :
TYPE1A PERV
IMP
PRECIPITATION .... :
2.10 inches AREA..: 0.14 Acres
0.18 Acres
TIME INTERVAL .... :
10.00 min CN .... : 86.00
98.00
TC .... : 7.00 min
7.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE:. 0.10
cfs VOL: 0.04 Ac-ft TIME: 480 min
BASIN ID: D100
NAME: Developed 10-year
SBUH METHODOLOGY
TOTAL AREA ....... :
0.32 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... :
TYPE1A PERV
IMP
PRECIPITATION .... :
3.00 inches AREA..: 0.14 Acres
0.18 Acres
TIME INTERVAL .... :
10.00 min CN .... : 86.00 -
98-00
TC .... : 7.00 min
7.00 min
A.BSTRACTION COEFF:
0.20
PEAK RATE: 0.16
cfs VOL: 0.06 Ac-ft TIME': 480 min
0
14D
Fj
0
6/10/03 11:57:43 am J.C. McDonnell & Associates page 3
Noel Johnson Office in Edmonds
Final Detention Sizing
06/10/03
HYDROGRAPH SUMMARY
PEAK
TIME
VOLUME
HYD
RUNOFF
OF
OF
Contrib
NUM
RATE
PEAK
HYDRO
Area
cfs
min.
cf\AcFt
Acres
1
0.0 24
480
567 cf
0.32
2
0.053
480
1118 cf
0.32
3
0.098
480
1938 cf
0.32
4
0.058
480
978 cf
0.32
5
0.101
480
1681 cf
0.32
6
0.161
480
2638 cf
0.32
7
0.024
550
978 cf
0.32
8
0.051
510
1681 cf
0.32
9
0.098
510
2638 cf
0.32
0
0
Ll
Ll
�j
0 0
47-
10
4
SHOP 19' ONO P�
cup, fn
L
Q I �j STU44P 4870 ASPH
-163,�
.30' STUMP WALL
solp ro FF FILLER
ELEV=384.87 CAP
16
D 771,
lip HOUSE
WALI
ca
12'
13'
16' to' 14 15'
WAL
asumwww a
HOUSE L) 7 76 fic
13, na f li".
/o/ 5zN 5F
Li Hydrographic Analyses
02367a 14
6/10/03 11:57:43 am J.C. McDonnell & Associ&tes page 4
Noel Johnson Office in Edmonds
Final Detention Sizing
06/10/03
STAGE STORAGE TAELE
UNDERGROUND PIPE ID No. Pipe
Description: 100-year Detention
Diameter: 3.00 ft. Length: 50.00 ft.
Slope ... 0.0025 ft/ft upstr: dnstr.-
STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- >
(f t) --- c f --- -- Ac-Ft- (ft). ---cf--- --Ac-Pt- (f t) --- c f --- -- kc-Ft- (f t) --- c f --- -- Ac-Ft-
374 .60 0,0000 0.0000 375 .50 80.769 0.0019 376.40 212.16 0.0049 377.30 328.93 0.0076
374 .70 1.4459 0.0000 375.60 94,440 0.0022 376.50 226.86 0 .0052 377.40 338.03 0,0078
374.80 6.2364 0,0001' 375.70 108.52 0.0025 ' 3 7 6 . 6 0 241.34 0.0055 377.50 345.60 0.0079
374.90 13 .349 0 .0003 375.80 122 .92 0.0028 376.70 255.50 0 .0059 377.60 350.91 0.0081
375.00 22 .100 0 .0005 375.90 137.58 0.0032 376.80 269 .29 0 .0062 377.70 353.38 0.0081
375.10 32 .109 0.0007 376.00 152.41 0.0035 376.90 282.59 0.0065 377.80 353.43 0,0081
375.20 43 .136 0.0010 376.10 167 .35 0.0038 377 .00 295.34 0.0068
375.30 55 .010 0.0013 376.20 182.33 0.0042 377 .10 307.40 0.0071
375 .40 67 .592 0.0016 376.30 197.29 D,0045 377.20 318.65 0.0073
0
0
0
0
0
0
6/10/03 11:57:44 am J.C. McDonnell & Associates page 5
Noel Johnson Office in Edmonds
Final Detention Sizing
06/10/03
STAGE DISCHARGE TABLE
COMBINATION DISCHARGE ID No. C01
Description:
Structure: R01 Structure:
Structure: RI Structure:
Structure:
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGR --- >
STAGE
<--DISCHARGE --- >
STAGE
(--DISCHARGE --- >
(f 0
--- cfs -- -------
(f t)
--- cfs -- -------
(f t)
--- cfs -- -------
(f t)
--- CfST - -------
374.60 0.0000 375 .60 0.0230
376.60 0 D654
377.60
0.6363
374 .70
0.0073
375.70
0,0242
376.70
0.0713
377 .70
0,8594
374.80
0.0103
375 .80
0.0252
376.80
0.0762
377.80
1.0312
374 .90
0.0126
375.90
0.0348
376.90
0,0806
377,90
1.1764
375 .00
0.0146
376.00
0.0394,
377.00
0.0846
378.00
1.3045
375.10
0.0163
376.10
0.0431
377.10
0.0884
378.10
1.4206
375.20
0.0178
376.20
0.0463
377 .20
0.0920
378.20
1.5275
375.30
0.0193
376.30
0.0492
377.30
0.0954
378 .30
1.6271
375.40
0.0206
376.40
0.0519
377.40
0,0986
378.40
1.7207
375.50
0.0219
376.50
0.0545
377.50
0.1018
378.50
1.8094
0
13
U
6/10/03 11:57:44 am J.C. McDonnell & Associates page 6
Noel Johnson Office' in Edmonds
Final Detention Sizing
06/10/03
STAGE DISCHARGE TABLE
MULTIPLE ORIFICE ID No. R01
Description:
100-year
Restrictor
outlet
Elev:
374.60
Elev:
372.60
ft
orifice
Diameter:
0.9214
in.'
Elev:
375.80
ft Orifice
2 Diameter:
1.0000
in.
Elev:
376.50
ft orifice
3 Diameter:
1.0000
in.
STAGE <--DISCHARGE --- >
STAGE <--DISCHARGE
---
> STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
(f t) --- CfS -- -------
(f t) ---
CfS -- -------
(f t)
--- cfs -- -------
(f t)
--- cfs -- -------
374 .60
0.0000
375.60
0.0230
376 .60
0 .0654
377 .60
0 .1048
374 .70
0 .0073
375 .70
0.0242
376 70
0.0713
377 .70
0 .1077
374 .80
0.0103
375.80
0,0252
376.80
0 .0762
377 .80
0.1105
374 .90
0.0126
375.90
0 .0348
376 90
0.0806
377 .90
0.1133
375 .00
0.0146
376.00
0.0394
377 .00
0 .0846
378 .00
0.1160
375 .10
0.0163
376.10
0 .0431
377 .10
0.0884
378 .10
0.1186
375 .20
0.0178
376.20
0 .0463
377 .20
0.0920
378 .20
0 .1211
375 .30
0.0193
376.30
0.0492
377 .30
0 .0954
378.30
0 .1236
375.40
0.0206
376.40
0.0519
377.40
0.0986
378.40
0.1261
375.50
0 .0219
376.50
0.0545
377 .50
. 0.1018
378.50
0.1285
0
10
0
11
0
0
I*
6/10/03 11:57:44 am J.C. McDonnell & Associates page 7
Noel Johnson office in Edmonds
Final Detention Sizing
06/10/03
STAGE DISCHARGE TABLE
I
RISER DISCHARGE ID No. RI
Description:
Riser Diameter (in): 8.00 elev: 377.50 ft
Weir Coefficient ... : 9.739 height: 378.50 ft
Orif Coefficient...: 3.782 increm: 0.10 ft
STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- >
(f t)
--- CfS -- -------
(f t)
---cfs -- -------
(ft)
... efs -- -------
(ft)
- - - cfs - - - - - - - - -
377.50
0.0000
377.70
0.7517
378.00
1.1886
378.30
1.5034
377.50
0 .0000
377.80
0 .9207
378.10
1 .3020
378.40
1,5946
377 .60
0,5315
377 .90
1.0631
378 .20
1.4063
378 .50
1.6809
� 0
9
0
0
0
0
-A
6/10/03 11:57:46 am J.C. McDonnell & Associates. page 8
Noel Johnson Office in.Edmonds
Final Detention Sizing
06/10/03
LEVEL POOL TABLE SUMMARY
MATCH INFLOW -STO- -DIS- <-PEAK-> OUTFLOW STORAGE
< -------- DESCRIPTION --------- > (Cfs) (cfs) --id- --id- <-STAGE> id (cfs) VOL (cf)
2-year ....................... 0 .02 0,06 Pipe C01 375.69 7 0. 02 106 .70 cf
10-year ...................... 0.05 0.10 Pipe C01 376 .38 8 0.05 2 0 8 ,u_G4,
100-year ..................... 0.10 0.16 Pipe C01 377 .37 9 0.10C-31_500 cf
4
C6 r
LI) I _1� 1- -1 -1 k_1 -
x 3
Z 9
-7
L]
ci Downstream Photos
02367a 15
0
E
�j
LA
0
0
DOWNSTREAM CHANNEL
Western
Engineers
Inc.
SURVEYORS - PLANNERS - ENGINEERS
13000 Hwy 99 South, Everett, WA 98204
(425) 356-2700 + (425) 356-2708 (FAX)
E-mail: wei.inc@gte.net
FIGURE 1.
Noel Johnson Medical Office
22005 - 76th Ave. W.
Edmonds, WA
SCALE: DATE- 3/10/03 CHECKED: JCM
NONE
JOB NUMBER: FILE NAME:
BY: JCM I 02369A I 02369a/PHOTOI
0
0
11
0
0
0
0
0
0
0
9
I d
DOWNSTREAM CHANNEL
Western
Engineers
Inc.
a �
SURVEYORS - PLANNERS - ENGINEERS
13000 Hwy 99 South, Everett, WA 98204
(425) 356-2700 + (425) 356-2708 (FAX)
E-mail: wei.inc@gte.net
FIGURE 2.
Noel Johnson Medical Office
22005 - 76th Ave. W.
Edmonds, WA
SCALE: DATE: 3/10/03 CHECKED: JCM
NONE
JOB NUMBER: FILE NAME:
BY: JCM I 02369A I 02369a/PHOT02
0
u Site Photos
02367a 16
0
I d
6
I*
r_1 L
0
0
Western
Engineers
�,'& Inc.
46 =
SURVi�OR�S - PLANNERS - ENGINEERS
SITE CONDITIONS
13000 Hwy 99 South, Everett, WA 98204
(425) 356-2700 + (425) 356-2708 (FAX)
E-mail: wei.inc@gte.net
FIGURE 3.
Noel Johnson Medical Office
22005 - 76th Ave. W.
Edmondsl WA
SCALE: DATE: 3/10/03 CHECKED: JCM
NONE
JOB NUMBER: FILE NAME:
BY: JCM I 02369A I 02369a/PHOT03
0
�j
0
L
SITE CONDITIONS
W w
estern
Engineers
I
0;�Jnc.
SURVEYORS - PLANNERS - ENGINEERS
13000 Hwy 99 South, Everett, WA 98204
(425) 356-2700 + (425) 356-2708 (FAX)
E-mail: wei.inc@gte.net
FIGURE 4.
Noel Johnson Medical Office
22005 - 76th Ave. W.
Edmonds, WA
SCALE: DATE: 3/10/03 CHECKED: JCM
NONE
JOB NUMBER: FILE NAME:
BY: JCM 02369A I 02369a/PHOT04
0
14
\Iq
0
0
0
Ll
1�1
0
0
0
0
SITE CONDITIONS
JAL
Westem
Engineers
Inc.
Su VEYORS PLANNERS - ENGINEERS
13000 Hwy 99 Swith, Evereff, WA 98204
(425) 356-2700 + (425) 356-2708 (FAX)
E-mail: wei.inc@gte.net
6%
FIGURE 6.,
Noel Johnson Medical Office
22005 - 76th Ave. W.
Edmonds, WA
SCALE: DATE: 3/10/03 CHECKED: JCM
NONE
JOB NUMBER: FILE NAME:
BY: JCM 02369A I 02369a/PHOT06
u Site Distance Photos
02 3 67 a 17
0
El
0
0
SITE DISTANCE CONDITIONS
TOSOUTH
Western
Engineers
�� Inc.
SURVEYORS - PLANNERS - ENGINEERS
13000 Hwy 99 South, Everett, WA 98204
(425) 356-2700 + (425) 356-2708 (FAX)
E-mail: wei.inc@gte.net
FIGURE 7.
Noel Johnson Medical Office
22005 - 76th Ave. W.
Edmonds, WA
SCALE: DATE: 3/10/03 CHECKED: JCM
NONE
JOB NUMBER: FILE NAME:
BY: JCM I 02369A 02369a/PHOT07
9
11
0
0
0
0
0
0
11
0
SITE DISTANCE CONDITIONS
TO NORTH
Western
En eers
Inc.
SURVEYORS PLANNERS - ENGINEERS
13000 Hwy 99 South, Everett, WA 98204
(425) 356-2700 + (425) 356-2708 (FAX)
E-mail: wei.inc@gte.net
FIGURE 8.
Noel Johnson Medical Office
22005 - 76th Ave. W.
Edmonds, WA
SCALE: DATE: 3/10/03 CHECKED: JCM
NONE
JOB NUMBER: FILE NAME:
BY: JCM I 02369A I 02369a/PHOT08
0
6
0
I*
0
L]
0
SITE DISTANCE CONDITIONS
TO EAST
Western
Engineers
�,& Inc.
SURVEYORS - PLANNERS - ENGINEERS
13000 Hwy 99 South, Everett, WA 98204
(425) 356-2700 + (425) 356-2708 (FAX)
E-mail: wei.inc@gte.net
FIGURE 9.
Noel Johnson Medical Office
22005 - 76th Ave. W.
Edmonds, WA
SCALE: DATE: 3/10/03 CHECKED: JCM
NONE
JOB NUMBER: FILE NAME:
BY: JCM I 02369A 02369a/PHOT09
�F�
0
0
0
0
DOWNSTREAM CONDITIONS
TO EAST OF HWY. 99
Western
Engineers
��6 Inc.
'ORS - PLANNERS - ENGINEERS
13000 Hwy 99 South, Everett, WA 98204
(425) 356-2700+(425) 356-2708 (FAX)
E-mail: wei.inc*gte.net
FIGURE 10.
DOWNSTREAM CONDITIONS
220TH STREET
SCALE: DATE: 3/10/03 CHECKED: Jcm
NONE
JOB NUMBER: FILE NAMIE:
BY: JCM I 02369A I . 02369a/PHOT010
Ll
0
DOWNSTREAM CONDITIONS
TO EAST ON 220TH
4
10
9
SURVEYORS - PLANNERS - ENGIMERS
13000 Hwy 99 South, Everett, WA 98204
(425) 356-2700+(425) 356-2708 (FAX)
E-mail: wei.inc@gte.net
FIGURE 11.
220TH STREET CROSSffNG
OF HALLS CREEK
SCALE: DATE: 3/10/03 CHECKED: JcM
NONE
JOB NUMBER FTLE NAME:
JCM I 02369A I 02369a/PHOTOI I
0
0
Ll
11
E
.9
0
DOWNSTREAMCONDITIONS
AT HALL'S CREEK
Western
Engineers
Inc.
SURVEYORS KANNERS - ENGINEERS
13000 Hwy 99 South, Everett, WA 98204
(425) 356-2700+(425) 356-2708 (FAX
E-mail: wei.inc@gte.net
FIGURE 12.
Noel Johnson Medical Office
22005 - 76th Ave. W.
Ednionds,- WA
SCALE: DATE: 3/10/03 CHECKED: JCM
NONE
JOB NUMBE& FILE NAMIE:
BY: JCM I 02369A I 02369a/PHOT012
0
RAW,g
'Alf,
ff �c v
. . . . . . . . . . . . . .
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Grading Quantities
02367a
18
[General]
Type=COMPOSITE
Revision=1
[TinPropertie�]
Description=site: 02369JOHNSON
[site]
siteName=02369JOHNSON
[Strata]
StrataName=NOEL JOHNSON
Sijrfacel=eg-wsr-01-06-03
surface2=fg-wsr-03-10-03
[Stati sti cs]
NUMpointSTotal=558
BOundingBOX=(1271259.284382,
minEast-ing=1271259.284382
M-inNorthing=295153.999462
minElevation=-0.749397
MaxEasting=1271377.812230
maxNorthing=295262.480827
maxElevation=0.937608
[volumestatistics]
cut=22.293425
Fill=26.127650
Net=3.834225
COMPOSITE-VOL.sdf
295153.999462)-(1271377.812230,295262.480.827)
Page 1
[General] GRID-VOL.sdf
Type=GRID
Revision=1
[Ti nProperti es]
Description=site: 02369jOHNSON
[site]
SiteName=02369jOHNSON
BasePoi nt=(1271236. 775610,295147. 195721, 0. 000000)
upperPoi nt=(1271396. 775610, 295277. 195721, 0. 000000)
Gridspacingx=5.000000
GridSpacingY=5.000000
GridRotation=0.000000
[Strata]
StrataName=NOEL JOHNSON
stirface:L=eg-wsr-01-06-03
surface2=fg-wsr-03-10-03
[statistics] r
NumPointSTOtal=242
Boundi ngBOX=(1271237. 775610, 295148. 195721) - (1271395. 775610, 295276. 195721)
minEast-ing=1271237.775610
minNorthing=295148.195721
minElevation=-0.698128
MZIXEasting=1271395.775610
MZIXNorthing=295276.195721
MaXElevation=0.587911
[volumestatistics]
cut=16.972327
Fill=18.771084
Net=1.798757
Page 1
pi
W ILE,
-c-'F
r, wnuv au
EXISTING
220TH STREET SW om"c"
1111 "A' 11'
�EN INC \.I
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EXIST! G
N
BORECTtONAL
�RIVEWAI
76flH A�E W
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FENCING 711
LOT SLOPESDOWNWARD 5%
FROM WEST TO EAST
N
GRASSY LAWN
31
ASP4ALT/CR,!SHE0 ROCK
DRIVEWAY AND 'AAKING AREA
-- q6'-
141 1
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OR!VEWAY AND PARKING AREA
EXISTING FEN-ING
EXIST' -G
r
—BIDIRECTIONAL
BIDII iCTIONAL
DRIVEWAY
i DF3 aWAY
iXISTING PAVEMEWT
�111.75 SF
G�.,AS" LAWN
22005 76th A E W -E'xIST'IlNGPAV5A�S
:2 it. SF L-
EDMONDS.W'A WEP- -i
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GRASSY LAWN MATURE VAR*-,'e'O0',
CVERGZEF.�N A.) DECIDqus
TREES 1"
GRASS f LAWN
RF-CEFY =0
S E P 2 0 H-',
ILDING DEPT.
,,,STREET FILE
APPLICATION
The City of Edmonds ^VFI� Fag& no VIO for
1-il mm SIDE SEWER PERMIT
bftDE E] INSIDE [:] REPAIRS E]
CARD No . ..........
EASEMENT No . ..............................
-Z
..................... ................ CONTRACTOR .... qj!!��A ----- ...... . ...... ....................... .... PERMIT No.
OWNER ....... 13'0� .. . ... . .......
�TREET
BLOCK No . ...............................................
HOUSE No . .... ....... ------------ .......... ....... AVENUE LOT No. .................
&Y./ rw 4-v e &leis jr NAME ADD . .............................. ............................. ..................... .................................................................
0
4
. A
Date
BACKFILL WORK ORDER ISSUED ................................... DEPOSIT, $ .............................................
SEWER WORK ORDER.ISSUED ............. ..................... ......
/V
APPROVED
�l i � 4
j6P'R
IL
Approved:
I ...............
DATE .............. B .. ... ...........
................... ......
NOTICE:
No warranty of accuracy.
The,information shown on the attached
map(s) was compiled for use by the City of
Edmonds, its Employees and Consultants.
The City of Edmonds does not warrant the
accuracy of anything set forth on these
map(s). Any person or entity requesting a
copy should conduct an independent
inquiry regarding the information shown on
the map(s), including, but not limited to,
the location of any sewer stub shown. Such
sewer stubs may or may not exist and may
or may not exist at the location shown.
Neither the City of Edmonds nor its
employees or officers shall be liable for the
information given on this map(s), nor for
any one representation provided based
upon said map(s).
CITY OF EDMONDS
CaJI PRQsp t 6-1107 when work
CIVIC CENTER — WATER -SEWER DEPARTMENT Is ready fore'lonspectlon. (No inspec-
tions Saturday, Sunday or holl"Y8.) N2 1036
SIDE SEWER PERMIT
ADDRESS .............. 1221 - 25th Avenue South
............ ............................................................................................... .............................................................. ------------
OWNER ------------ Bob --- Bolz ---------------- ............ .............................. CONTRACTOR ------ B ... &_K-Contractors ----_-----_-------------
Perinission is granted ._._Apr11_.2.4 ............ ig.654, for ...................... days, to REPAIR or CONNECT a side sewer
with City Sewers in accordance with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. I —The owners of the property may obtaln a permit to construct sewer inside property line. A licensed Side Sewer Contractor must
be employed to construct side sewer in street area. Do not cover any portion of sewer before it has been inspected.
NOTE No. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
NOTE No. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 Inches inside property line; minimum grade of 2%.
No bends in grade sharper than % will be permitted.
'TE No. 4—Treches In street must be water settled and surface of street restored to original condition. Contractors shall be responsible for
failure due to improper work which may develop within one year of completion.
NOTE No. 5--It is unlawful to alter or do any other work than is provided for in the permit, or to do any work on the main sewer or its ap-
purtenances except to insert the pipe into the wye.
j
The Health &
0 0
Wellness Clinic
S/F 111umi*nated
Monu ent
to
VERTICAL
VI SUAL SOLUTION S
o. 425-361-1562 f. 866-941-5817 C. 425-931-3929
www.verticalvs.com
Project Information. -
Owner: The Health and Wellness Clinic
Address: 22005 76th Ave W. eame-J.&I w, p, qv.*"
Contact: Jenni Ricker
Phone Number: 425.776.3800
Email: rickerchiro@live.com
Property Address: (v to 1,( .
22005 76th Ave W. eameeJs,
County:
Zoning: Commercial & Multi -Family Building
Parcel: 27042900304500
Sq. Footage: ST-01 / 19.5 sq.ft.
Sign Weight: 200 lbs
CITY OF EDMONDS
BUILDING DEPARTMENT
WORK 5ACI�
ADDRESS __7,ZzC:�,5 2[n-M/ A)/ei�7
OWNER __p-
A CV-E:Q_
APPROVED DATE:
BLDG. OFFICIAL: 77,1 _dly-4-
.PEfirv1IT NUMBER
Svx'--ac�%C�) - Ouws
AF`Pi40VED_
CL
2
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V
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PLANNli�gh
1�7 -�7 i
s-
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'REE"'
ST
RECEIVED
MAY 2 9 2015
:_ii__'vELOPMENT SERVICES "TR'
(;ITY OF EDMONDS
Vhe Heallth and Weflness - S/F 1111[luminated Aflionument - ST-01:
I '-A"
01-81,
Side View: S/F Illuminated Monument
Scale: 1:8
4'-5"
T-11 3/4"
M
CHUROPRACTOC
MASSAGE
THERAPY
NATUROPATHOC
ACUPUN,CTURE
Front View: S/F Illuminated Monument
Scale: 1:8
31-41'
l'-10 1/8"
r-4
—4
00
Ln
0-
1�4
I
n-
Description: SIF Illuminated Monument
Top Cabinet.
12" Deep Aluminum Cabinet with 1-112"
returns to be painted:
El MP 22309 Deep Rust Red Metallic
Client Logo will be digitally printed on
translucent vinyl and applied to face of Lexan panel.
Side of Cabinet to be removable.
White LED illumination inside top cabinet.
Middle section: 2" rec. tube frame to be painted:
0 MP 18249 Dark Pewter Metallic
Middle section will mechanically fastened both
cabinets together with rivets.
Lower Cabinet.
12" deep Cabinet with 1-112" returns to be painted
MP 22309 Deep Rust Red Metallic, with Cranberry Red
Vinyl strips on the face of the Lexan dividing
building tenants. Sides of cabinet to be removable.
Cabinet rests on a 5" aluminum channel frame
painted Dark Pewter with 3"dia. Steel post cemented
into a concrete footing. Sign will sleeve over pole
and bolt in place. White LED Illumination inside cabinet.
Inside of cabinet to be painted:
F� MP N202SP White
Structure:
1-112" aluminum angle frame with aluminum saddles
inside of cabinet to bolt to the 3" steel pole already
cemented into the concrete slab. 112" alum. clips attach
the lexan LED light panels insia;7oKabinet. Power
runs through the lowleubdCO-eft corner with conduit
running to the-,pq#er supply on site.
,,-I'Sign will need 120 volt power on dedicated 20 amp
0<?
WERMCAL
VISUAL SO LUTIO ISIS
sl� I W"S�N Sy— I —�--h�
7036 220th Street SW
Mountlake Terrace, WA 98043
425-361-1562
www.verticaivs.com
CLIENT
T he Health and
Wellness, Clinic
PROJECT
Illuminated Monument
JOB INFO
Initial Date: 03.25.15
Rev. Date : 04.27.15
Revision #: R-3
Designer: A.K.
Sales Rep: G. Jarvis
File: Health&weilness-Monument-042715-R3
APPROVAL
Sales
Production
Client Use Only
E] Approved
[] Approved w/ Comments
F-� Resubmit
Date:
Signature:
circuit. Power already at site. Conduit will be
This drawing and all specifications are proprietary
property of Vertical VS, Inc
painted to match frame. VVS to perform final connection.
Reproduction or duplication of these drawings
without expressed written permission
Logo Colors:
by Vertical VS, Inc is a violation of federal copyright laws.
_ :117hese drawings may not be shined with anyone
El 3M Burgundy Red 3630-49 (translucent)�'
..other than the client and representatives
of VerfKal VS, Inc.
Vinyl Strips: JUN 16 2215
Thefabricatio or construction of the products defined
by thesenspecifications by anyone other than
El 3M Burgundy Red 220/225-58 BUILDING DEPARTOENT
Installation: CITV nc p
Vertical VS, Inc or its authorized representatives
is prohibited by law.
@
LUO S
Concrete has a 3" steel pole cemented into place.
gn will sleeve over pole and bolt into place.
Power supply is onsite.
STREET HLE s'
Vertical to make electrical connection. AF KIL
.;s
The Health and Wellness - S/F Illuminated Monument - Structure:
1-112" alum. frame
QtY:01
I PLAN APPROVED
IONDS BUILDING DPAISION
MR
JUIJ 16 201
BUILDING DI
Side View: S/F Illuminated Monument Front View: S/F Illuminated Monument CITy oF E
ot
VERTICAL
VISUAL SOLUTION S
�ft�W 51� Ifty&din Sy� I GWhi�
7036 220th Street SW
Mountlake Terrace, WA 98043
425-361-1562
www.verticaivs.com
CLIENT
The Health and
Wellness Clinic
PROJECT
Illuminated Monument
JOB INFO
Initial Date: 03.25.15
Rev. Date : 04.27.15
Revision #: R-3
Designer: A.K.
Sales Rep: G. Jarvis
File: Health&wellness-Monument-042715-R3
APPROVAL
Sales
Production
Client Use Only
F� Approved
E] Approved w/ Comments
F� Resubmit
Date:
Signature:
This drawing and all specifications are proprietary
property of Vertical VS, Inc.
Reproduction or duplication of these drawings
without expressed written permission
by Vertical VS, 16c is a violation of federal copyright laws.
These drawings may not be shared with anyone
other than the client and representatives
of Vertical VS, Inc.
The fabrication or construction of the products defined
by these specifications by anyone other than
Vertical VS, Inc or its authorized representatives
is prohibited by law.
in
NT
Scale: 1:8
Scale: 1:8
1rhe Heallth and Weflness - S/F 005uminated Monument - Site Aflap: Qty:Dl
Vegetation to remain and additional
ground cover will be transplanted.
Ground cover is Vinca Minor
which will be planted around the sign.
Top View
Scale: Approx. 1/16" =1'
%
71
v 7
7
w.
j!
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1 `7
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Top View
Scale: Approx. 3/32" =1'
N
LEGEND
Property Line ---------
ST-01
L 4
JUN 16 21315
BUILDING DEPARTMENT
CITY OF EDMONDS
nom
W� RM CA L
VISUAL SOLUTION S
�h� 9� I �yft�n Sy- I � G�h�
7036 220th Street SW
Mountlake Terrace, WA 98043
425-361-1562
www.verticalvs.com
CLIENT
The Health and
Wellness Clinic
PROJECT
Illuminated Monument
JOB INFO
Initial Date: 03.25.15
Rev. Date : 04.27.15
Revision #: R-3
Designer: A.K.
Sales Rep: G. Jarvis
File: Health&wellness-Monument-042715-R3
APPROVAL
Sales
Production
Client Use Only
Approved
Approved w/ Comments
F-1 Resubmit
Date:
Signature:
This drawing and all specifications are proprietary
property of Vertical VS, Inc.
Reproduction or duplication of these drawings
without expressed written permission
by Vertical VS, Inc is a violation of federal copyright laws.
These drawings may not be shared with anyone
Other than the client and representathres
of Vertical VS, Inc.
The fabrication or construction of the products defined
by these specifications by anyone other than
Vertical VS, Inc or its authorized representatives
is prohibited by law.
4 EQ:,
01.1
The Health and Wellness - S/F Illuminated Monument - Southeast Elevation:
Southeast View
Scale: NTS
ot
VERTICAL
VIS UAL 50 LUTIONS
�� NW." lw-,�w -,,—I -W--W C-wh�
7036 220th Street SW
Mountlake Terrace, WA 98043
425-361-1562
www.verticaivs.com
CLIENT
The Health and
Wellness Clinic
PROJECT
Illuminated Monument
JOB INFO
Initial Date: 03.25.15
Rev. Date : 04.27.15
Revision #: R-3
Designer: A.K.
Sales Rep: G. Jarvis
File: Health&wellness-Monument-042715-R3
APPROVAL
Sales
Production
Client Use Only
F-] Approved
F-� Approved w/ Comments
F] Resubmit
Date: R!T---(nvY,7,r%
&.29
Signature: MAY 2 9 2015
G-EVELQPNi;ZWT Crmwu,
- "' . 7R.
CITY OF EDI'AON-D-S*
This drawing and all specifications are proprietary
property of Vertical VS, Inc.
Reproduction or duplication of these drawings
without expressed written permission
by Vertical VS, Inc is a violation offiederal copyright laws.
These drawings may not be shared with anyone
other than the dient and representatives
of Vertical VS, Inc.
The fabrication or construction of the products defined
by these specifications by anyone other than
Vertical VS, Inc or its authorized representatives
is prohibited by law.
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RIM=385.51
\QtBRIS
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SIDEWALK
SAWCVT AND
REMO R4A4P
REPA SIDEWALKI 84.8 BASEMENT ACCE
..... . . . . . .
EX. HOU�
FF ELEV=384,
84.85
2 JHC I
L
1 8.5' 161 0`10' R. 10' R.
WALL
7 77 7
FENCE-1
S69-W
I REMO VED TREES
FOR SITE DISTANCE
TO SOU TH
HOUSE
SSMH
RIM=J86.47
I.E. 8" N,S=374.02
50'
R 25' MIN. L 4" x 6" QUARRY SPALLS
MINIMUM 8" THICK
NOTES:
1. AGGREGATE: BALLAST WSDOT STANDARD SPECIFICATION 9-03.9(l)
2. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST EIGHT (8)
INCHES THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICLE INGRESS
AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST
FIFTY (50) FEET.
3. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL
VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE GRAVEL
SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES
REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO
MANUFACTURER'S SPECIFICATIONS.
4. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH
PREVENTS TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS
MAY REQUIRE PERIODIC TOP DRESSING NTH TWO-INCH STONE AS CONDITIONS
DEMAND AND REPAIR AND/OR CLEANOUT OF ANY. STRUCTURES USED TO TRAP
SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM
VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.
TEMPORARY CONSTRUCTION ENTRANCE
NO SCALE
I"' Ri
REMC
DUMP
NW114.9 SW114, SECTION 29, TO-07-NSHIP 27 N.., RANGE 4 E*$ W.m'
TEMPORARY
CONSTRUCTION
ENTRANCE
k
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C LQ�ATION)
SS (ASSUMED
It
00
'r-) r
19
�ii 4-WALL
CLEARING LIA41T (TYP.)
n
,URB
)PENING
WAP
C)
DUST CONTROL
AS REQUIRED BY THE CITY, SPRAY DRY SOIL WITH
WATER OR AN APPROVED DUST PALLIATIVE. OIL BASED
PALL14TIVES WILL "NOT" BE USED. THE SOIL SHALL
"NOT" BE SOAKED TO THE EXTENT OF CAUSING SILT
OFF OR �EHICULAR'
OFF-�-Sff&- -
(;A'i'(;.H BA,!511V 1fVjt;EHT
NOT TO SCALE
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
FOAM
EACH
JMP STRAPS
�PANSION RESTRAINT
14- NYLON ROPE,
FLAT WASHERS)
BA G DE IL
20 0 20 40
I i lic 11 20 ft.
N
m
SURVEYORS NOTES:
ii_& 'H
ALL UNDERGROUND UTIL.'T)' LOCATIONS ARE BASED
ON STRUCTURES LOCATED BY FIELD SURVEY AND
WITHOUT THE BENEFIT 09' A UTILITY LOCATE
SER VICE. THE SURVEYGR MAKES NO GUARANTEE
THA T THE UNDERGROUND OTILITIES SHOWN
COMPRISE ALL SUCH UPLIFIES IN THE AREA,
VICINITY MAP
El THEIR IN SERVICE OR ABANDONED. THE
SURVEYOR DOES NOT WARRANT THAT THE
SCALE I
ZOOO FT.
UNDERGROUND UTILITIES SqOWN ARE IN THE
CONSTRUIC"I'MiN SEQUENCE
EXACT LOCATION INDICAiED.
1. ARRANGE AND ATTEND PRE —CONSTRUCTION MEETING WITH CITY OF EDMONDS ENGINEERING
INSPECTOR. CALL THE ENGINEERING INSPECTION LINE (425 771-0220 EXT. 1326) TO
ARRANGE FOR MEETING.
VERTICAL DATUM:
LEGEND
2. REVIEW DEVELOPMENT APPROVAL STANDARDS FOR EROSION AND SEDIMENTATION CONTROL.
NGVD 29 US SURVEY FC' 0 T
BASED ON CITY OF EDMi.""AIDS AS BUILT
3. FLAG PROPERTY LINES AND CLEARING LIMITS, CALL FOR UTILITY LOCATES.
INFORMATION FOR SANi7'&.,Y SEWER MANHOLE #54,
10 2
jx1sjjNo CONTOUR
4. INSTALL ROCK CONSTRUCTION ENTRANCE PER PLAN.
LID 119, SHEET 8.
INVERT ELEVATION = 373.36
PROPOSED CONTOUR
5. CLEAR AND GRUB ROAD R1W.
6. INSTALL SITE SEDIMENT CONTROL WITH SILT FENCE ALONG THE EDGE OF CLEARING AT
SF
SILT FENCE
-AW POINT WHICH SLOPES TO OFFSITE PROPERTY DURING CONSTRUCTION.
HORIZONTAL DA TUM:
x X—
D(STING FENCE
Z ROUGH GRADE SITE PER GRADING PLAN.
WASHINGTON STATE PLAt,E'
Q���
COORDINA TES
LIMITS OF CLEARING
8. INSTALL STORM PIPES AND DETENTION SYSTEM.
NAD 83191 WASHINGTON NORTH ZONE
9. INSTALL OTHER UTILITIES: POWER, WATER SERVICES, ETC.
US SURVEY FOOT
+
TREE (CONIFER)
10. SAWCUT EDGE OF EXISTING ASPHALT ALONG FRONTAGE. FINISH GRADE ROAD SHOULDER
+
TREE (DECIDUOUS)
AND PAVE wICLASS B ASPHALT PER STD.
11. HYDROSEED, MULCH AND PLANT LANDSCAPE AND GRASS DITCHES.
ENGINEER
lfno�
7"
TREES TO BE REMOVED (4 TOTAL)
11 REMOVE' REMAINING T.E.S.C. IMPROVEMENTS AFTER THE SITE HAS.BEEN STABILIZED
AND APPROVED BY THE CITY DEVELOPMENT INSPECTOR.
WESTERN ENGINEERS, INC
CATCH aCIN INSERT
13000 HIGHWAY 99 SOUT-1
EVERETT WA 98204
(425) -356-2700'---
FILTER FABRIC MATERIAL 2m x 4" DOUGLAS
2" x 2* x 14 GA. WWF FIR OR EQUAL
PROVIDE 3/4- - 1-1/2-
WASHED GRAVEL BACKFILL
ENCH AND 0
FABRIC ON THE SURFACE.-
F�L_ Coo �iwb
ry
I U
a- �— - --- _-
SILT FENCING
OPENINGS EQUAL TO
USDA SIEVE SIZE 70
n o o ....... . ....... n'' _T
A-
U U U U
BURY BOTTOM OF MATERIAL
4'-0* TYP. IN 8" x 12" TRENCH
6'-0" MAX.
NOTESP
PLACE 12" OF 3/4- 1-1/2" WASHED ROCK OR
PEA GRAVEL ON BOTH SIDES OF THE FENCE TO
CREATE A BEVEL SHAPE.
FABRIC SHALL COVER BOTTOM OF 8" x 12" TRENCH
AND EXTEND BEYOND THE LIMITS OF THE GRAVEL
IN ORDER TO MAINTAIN AN EXCESS OVERLAP OF
2" MINIMUM AS SHOWN.
SILT FENCE DETAIL
NO SCALE
G&4DING QMYTITIES:
CUT 22 Cu. Yds.
FILL: 26 Cu. Yds.
(GRADING QUAN77TIES ARE ROUGH CALCULATIONS WHICH
DO -NOT ACCOUNT FOR SOIL SWELLING & SHRINKAGE.)
NOTE:
1.) CU T MA Y BE SPREAD ON SI TE K1 TH THE EXCEP TION
OF THE DRAiNrIELD & RESERVE AREAS.
2.) ANY SOIL REMOVED FROM THE S17E MUST BE
HAULED TO A CITYAPPROVED SITE.
FAX (425) 356-2708
SURVEYOR
PACIFIC GEOMATIC SERV1C,_._S;11NC.
20831 23RD A VE. W
LYNNWOOD, WA 98036
FAX (425) 673-072;'
OWNERI . DEVi",'.r 0 7.)ER
NOEL JOHNSON
16632 — 71ST—PLACE WF,�-T
LYNNWOOD, WA. 98037
(206) 920-4992
LEGAL DES0UPTION
BEGINNING 30 FEET SOU'lli OF THE NORTHWEST CORNER OF THE
NORTHWEST QUARTER OF''THE SOUTHWEST QUARTER OF SECTION 29,
TOWNSHIP 27 NORTH, RAIA37E4 EAST. W.M.;
THENCE EAST 157 FEET,
THENCE SOUTH 111 FEET,
THENCE WEST 157 FEET,
THENCE NORTH Ill FEET TO THE POINT OF BEGINNING;
EXCEPT THE WEST 30 FE"T FOR ROAD;
AND EXCEPT THAT PORTI.,V THEREOF, CONVEYED TO THE CITY OF EDMONDS,
BY DEED RECORDED UNDiTR AUDITOR'S FILE NO. 2362897, LOCATED IN THE
COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
C)WNEpjCONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
NOTE:
CONTRACTOR IS RESPOI--.Ijc IDLE TO LOCATE
ALL EXISTING UTILITIES DRIOR TO
COMMENCING CONSTRUCTION.
MC'D 0 "- \
WA,,Tz Western (42,,))
0 3 5 Id"? 7 0 0
eineers,
z w
c
21137
GIST
/ONAL LAND USE C 0 N S UL' TA I T frl�
EXPIRES 10/13/03 CIVIL ENGINEERS o LAND S" 'R�,/EYORS
-7 / -z s/ -zoo -3 1
13000 HWY. 99 SOUTH * EVERETT
APPROVED AS NOTED
BY ENGINEERING
Date:
FILE
R E c E_i"" T, v
J U L 2 8 L' �73
PE,Rnmr
NW1141 SW114., SECTION 29., TOWNSHIP 27 N., RANGE 4 E0.9 Womo
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I.E. 15-16"? CON =361.2
"? CON =360.8
I.E. 15-16"? CON
EX. FH I.E. 12" CONC. SW=362.9
I.E. 12' CONC. N=J61.1
RE-ROUTE SS SERVICES STUB CS 11 TYPE I
SSMH To hWNTAJN 5' MINIMUM CLEARANCE STA. 1+49.51, 2 VR
RIM=J86.14 C8 TO STORM PIPE 0 2% MIN. GE=378.5±
I.E, 8" NEW=J78J6 RIM=,384.28 IE=373.6 CB
I.E. 8" NW=J82.18 RIM=366.27 384
1% \ I.E. 12" CONC NE =363.6
220TH ST. SW.\ LE, 4" PVC S =363.9
0 00 �-oo ) i - - -
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10 (ASSUMED L
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ISIGN 185LF-12* SD 0 5.41X
12.55' - - - - -
- - - - - - -7L
0-
LK�--
�EXISTING SIG� BOARD EXISTING S N BOARD
V_ IG
S89-0648"E 1IZ991 RD 376
731 24LF-8m SD 0 4.17X
STUMP (T.B.R.) Nit SWH 11
THIS WQ7 24' W1 VANED
OP STA 1+38.51, 42.25R <
VA UL I - 7 Y -WkL. GE=380.67
'CIO,
I d!aP.RH) 7" IE=374.60, (36' IN)
S P OE=37Z50
GE=384.5 4
lE=J82.131 IE=374.60, (8" OUT 0
I -YARD 3x6
'CONC. - WALL
SA 30, %RD D " /_ \ I'll �k " I DLMPSTER
WCVT AND SHED _V
REMO P I EX, SEWER LINE EXISYNG
REFA� SIDEWALKI BASEMENT ACCESS la BUILDIUG WALL
84.8 (TO BE RELOCATED- DATUM 'ELEV
AS REQUIRED)
YD12 5.09, 'co 368.00
LLER CAP
GE-3844 4
IE-382.1 EX. HOUSE 241 SOMH 442 TYPE 11-54*0 N
FF ELEV=384 16 1 1* 295,20ZJ5
.87 1 --
:z - 1271354.92
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GE=366.27
lt=363.6, 12"CONC
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*Poqy ki 36
6' NOODEN SCREENING
�MCE wIFULL SMNG 220TH ST. SW CL PROFILE
E
)b4-) "DO NOT ENTER 7 5' OPENING
SIGN SCALE: 1" = 4' VERT.
A 2
8" 1C JHC 1" = 20' HORZ,
Vi. A A DUMPSTER DE
L i 6
-S"IGN OONE WAY* SIGN 8.23' SCALE. 1`10'
' I R. 10' R.
L 0
5.:: EXTRUDED CUR8
RD OR EQUAL 20 0 20 40
(EDMONDS DEK STDS.1 E2.76)
4%"
rnNrRFIF DRI AY -is
49LF-8" SD 0 Ix I inch 20 ft
EK
GRADE AT
-60
L24ff
80 SD 0 4.17X
o
SOMH if
11-54-0
TYPE I
42.25'R
STA 1+38.51,
STA 1-
-49.51, 2 I'R
GE=380.67
G -
IE=374.60 (Jf-
IN)
IE=37
f.6
IE=374.60 (8-
OUT)
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rn
ACCESS PER EDMONDS 15 14-"
SIDS.1 E2.26 MR) 7,� 4'
r 'o y %-A-7 x
S9 6-48 E 126.99' i.WALL
FENCE-1
REMO VED TREES Ics �PE I I
11 F'OR SITE DISTANCE \_C�82 �IYPE I IN. 295159
TO SOU 7H N.- 295160.44 E. 1271350.90
E.- 1271301.78 GE=383.0
IE=380.51, 8-0
HOUSE GE=384.f
IE=381.0
384
SSMH ZE_
RIM=386.47 -SrhlAM C.O. SiV.444 W-4&- A I-OCZIA14 X#CEPTABLE TIGHTLINE
I.E. 8" N,S=374.02 MATERIAL 380
"H,v//oz.o- eoilgR-'. %'.DR 35
CH 40
0. 19 47- Al- ?�6,VPS- t -12
F 110 HANCOR
DETAILED DRAINAGE PLAN 376
SCALE: 1"=20' PLAN I :_MPORARY CONSTRUCTION
OFFSET FRAME GRATE SO THAT ENTRANCE REQUIRED
RESTRICTOR/POLLUTION DEVICE
IS VISIBLE AT EDGE OF OPENING ROUND MANHOLE COVER MARKED
AND DIRECTLY OVER THE LADDE "DRAIN" WITH LOCKING BOLTS 372
RIM EL = 380.67
WATER & SEWER
44.5' 0. 16" MAX.- 6"MIN. SEPARATION INSPECTIONS REQ'D
LOCKING LID LOCKING GRATE F MLL 425-771-0220 EXT. 1326
OVERFLOW EL 377.50
6"min STORAGE PIPE ORIFICE #3 EL = 376.5, 0=1"
ORIFICE #2 EL = 375.80, 0=1" F013M
7 INSP r
R El, c I v E 0
40 -36 DIA. Cmr STRAP OVEKt- LU W I U �,U WALL k I I r.) JUL 2 3 2`C�'3
S = 0.005 LIFT HANDLE 0+00 0+40 0+80 1+20
80' D WATERTIGHT CLEANOUT/SHEAR GATE APPROVED AS j4o-(L�D PARKING LOT STORM PROFILE F1 E R V, I T C Ll �Jl bC.
SCALE: 1 " = 4' VERT.
SDkIH#2 13Y ENGINEERING 1" = 20' HOIZ.
36" INLET PIPE CL 8" SD OUTLET PIPE
0 IE=374.6
\-SHEAR GATE CONTRACTOR'S NOTE.- m
IE=374.6 It n-,-- SITE ADDRESS: 22005 76TH AVE. W.
36" ALUMINUM OR 04 Date: --.go
4
DETENTION PIPE SHALL BE
ALUMINIZED STEEL CMP ASPHALT COATING POLYPROPYLENE SAFETY—` J- EDMONDS, WA.
SDMHjl TREATMENT (NO. 1 OR BETTER) IS STEPS AND LADDER 2� 1
SDMH1 IS A RESTRICTOR MANHOLE RECOMMENDED FOR CORROSION. (OR EQUAL) RESTRICTOR PLATE APPROPRATELY TAX ACCT. NO.: 27042900304500
14- SIZED ORIFICE CUT IN'PLATE
04 MACHINE DRILLED, SHARP ECGED
ORIFICE DIA=15/16" (0.92")
DETENTION STRUCTURE
NO SCALE NOTE: DRAINAGE PIAN
ALL STEEL PARTS AND
OR EQUAL SHALL MEAN ADS-N12 IF PRE SIZES ARE AVAILABLE SURFACES MUST BE GALVANIZED r MCD
FOOTING DRAINS SHALL BE DIRECTED TO THE OUTFALL SIDE AND ASPHALT COATED �TREATMIENT ID (425) jui. ? 5 2003
OF THE CONTROL STRUCTURE (TIGHTLINE ONLY). 1 OR BETTER). COMP ETE Wkz Western
ARROSION PROTECTION MUST I
BE ASSURED V;A"_97nn NOEL JOHNSON
DETENTION SUMMARY CHART
STORM
LIVE STORAGE VOLUME (CF)
DEAD STORAGE VOLUME (CF)
RELEASE RATE (CFS)
EVENT
REQUIRED
DESIGNED
AS-BUIL T
REQUIRED
DESIGNED
AS-BUIL T
REQUIRED
DESIGNED
AS-BUIL T
2
107
109
NIA
0,024
0.024
10
212
NIA
0,053
0.051
110-0
1
353.4
NIA
p8
IL_�_l
ao98
EX. GRADE
-1.25%
0-
PROPOSED GRAIE
0
0
C8 131
TYPE I
4OLF-3
319 sil 0 0 5nX
IfISM
AA
sj)
E. 12
STA. 1
1350.90
31.20, 135.01*R
17%
GE=j
.0
1:��
IE=38
.51 800
1E=
tN)
.41: 800 OUT)
SDMH 1;
TYPE 11-5400
N. 295 2
7 35
C8 If TYPE /J
SDUH 11 TYPE
W1 VANED GRATE
11-54'0
E: 127i
STAI+3
i92
.76, 8Z29
STA 1+49.51, 21
GE=378.5f
R
STAI+38.51, �2.25'1?
GE=382
IE=.-377.5
(fI10 IN)
IE=373.6
GE=380.67
IE=374.60 (36N
10
IE=374.8
(36-0 OUT)
IE=374.60 (8"
)Ur)
co
�p,
R
N
c*
9
1
rn
SDMH#1 WITH
0
AM
Ajil�
WESTM.1
RESTRICTOR DETAIL
-9 m P9
SECTION 29, TOWNSHIP 27N, RANGE 4E. W. M.
NO SCALE
21137
I I
/ONAL
LAND USE CONSULTANTS
5
DRAWN BY DA TE
REV BY DA TE
PROJECT MANAGER
SCALE -
WSR 01106103
J SJR 0 7124103
J.C. McDONNELL
'No.
- 1" = 20#
EXPIRES 10/13/03
CIVIL ENGINEERS o LAND SLIRVEYORS-DII
WING FILE NAME
CHK. B Y
NO.
I
JOB
SH T. NO.
UIAIV nn Tu 11C"D TT * IA1.1 * oq,?nA
02369BASEDING
JCM
N 1A
I n2l -3139-A
12 nf 2
II a I 'JuLlu I -
NW114, SW114.,
SECTION 29, TOWNSHIP 27 N... RANGE 4 E0.9 W'M.
I
U
C)
Ln
Ln
0
Z
U
V)
Ld
r)
0
0
(14
N
0
V)
0)
(D
P0
04
0)
C14
0
GENERAL
1. LOCA77ON OF EXISTING UTIL177ES AND IMPROVEMENTS SHOM ARE
APPROXIMATE ONLY. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE THE EXACT LOCATION(S) OF ALL THE
UTILITIES AND IMPROVEMENTS TO AVOID DAMAGE AND DISTURBANCE.
2. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT WSDOT "STANDARD
SPECIFICA77ONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION -
AND STANDARD PLANS AS ADOPTED BY THE CITY OF EDMONDS AND ANY
REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS SITE.
3. ALL CONSTRUCTION IS SUBJECT TO INSPEC77ON BY THE CITY OF
EDMONDS. THE CONTRACTOR SHALL CALL THE ENGINEERING
INSPECTION LINE (425-771-0220 EXT 1326) 24 HOURS PRIOR
TO SCHEDULE AN INSPEC770N.
4. ALL WORK MTHIN THE S17E AND CITY RIGHT OF WAY SHALL BE
SUBJECT TO THE INSPECTION OF THE CITY ENGINEER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
PERMITS FOR ROAD AND UTILITY CONSTRUCTION.
6. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION AND COLLEC77ON
FACILITIES TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT
ENTER THE NATURAL DRAINAGE SYSTEM. THESE FAC/LI77ES MUST BE
IN OPERA77ON PRIOR TO CLEARING AND GRADING, AND SA77SFACTORILY
MAINTAINED UN77L CONSTRUC77ON IS COMPLETE AND THE POTENTIAL
FOR SITE EROSION HAS PASSED.
7. ALL STORM SEWER PIPE SHALL BE CONCRETE (CP), NON -REINFORCED,
ASTM C-14, CORRUGATED METAL 14 GA. GALVANIZED, ASPHALT COATED
TREATMENT I OR BETTER, MEETING AASHTO M036: N-12 ADS PIPE OR
EQUAL (OR PVC ASTM D-3034) EXCEPT AS NOTED.
8. ROAD RESTORA71ON SHALL BE PER CITY OF EDMONDS STANDARDS.
9. ALL ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM.
10. ALL ROOF DRAIN STUDS SHALL BE MARKED KITH A 2" X 4" POST
SHOWNG DEPTH AND MARKED "DRAIN".
11. ALL CATCH BASINS SHALL HAVE LOCKING LIDS AND VANED GRATES.
12. ALL TYPE 11 CATCH BASIN MANHOLES AND ALL INLETS, CATCH
BASINS OUTSIDE OF THE PUBLIC R1W SHALL HAVE LOCKING
LIDS AND VANED GRATES.
13. STANDARD LADDER STEPS SHALL BE PROVIDED IN THE CATCH BASIN
MANHOLES EXCEEDING 4 FEET DEEP.
14. ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM DENSITY
OF 95X OF MAXIMUM DENSITY BY STANDARD PROCTOR TEST. EXCEPT
K1THIN CITY RIGHT OF WAY. ALL ROW COMPACTION SHALL BE 95%
15. U77LITY TRENCH BACKFILLS SHALL BE COMPACTED TO 95X RELA77VE
COMPAC77ON UNDER ROADWAYS AND 90X OUTSIDE ROADWAYS. EXCEPT
MTH THE CITY RIGHT OF WAY. ALL COMPACTION SHALL BE 95X
16. STORMWATER DETEN770NIRETEN77ON FACILITIES MUST BR FLUSHED
AND CLEANED PRIOR TO ACCEPTANCE.
17. TEMPORARY SEDIMENTA77ON AND EROSION CONTROLS SHALL BE
MAINTAINED FOR THE DURATION OF THE CONSTRUCTION. TYPICAL
METHODS SHALL INCLUDE A TEMP. ROCK CONSTRUC77ON ENTRANCE,
CHANNELS FOR SURFACE RUNOFF, HAY BALES, SILT FENCE OR OTHER
CONVENTIONAL METHODS.
18. ALL DISTURBED AREAS SHALL BE SEEDED MTH PERENNIAL
GRASSES PROMPTLY UPON COMPLETION OF GRADING.
19. CBJI SHALL BE A TYPE I/ & CBi#2 SHALL BE A TYPE 1.
20. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTED ALL MANHOLE,
INLET AND CATCH BASIN FRAMES AND GRATE JUST PRIOR TO
PAVING.
21. IN THE EVENT THAT FIELD COND177ONS DIFFER FROM INFORMA77ON
PRESENTED IN THESE PLANS, THE CONTRACTOR SHALL BE
RESPONSIBLE TO CONTRACT THE ENGINEER FOR A FIELD CHANGE PRIOR
To CONSTRUCTION OF THE CONTESTED ITEM.
22. LAND SURVEYING AND TOPOGRAPHY INFORMA77ON FOR THIS PLAN
WAS PROV70ED BY PACIFIC GEOMATIC SERVICES, INC.
DEVELOPMENT APPROVAL-- STA FOR
EROSION AND TION CONTROL (ESO:
A: ESA Minimum Requirements. All activities necessitating a clearing or grading permit and all utility
projects
1. Consisting of more than 500 /Ineat feet of trench excavation shall be required to control erosion and
sediment during construction and to permanently stabilize exposed soil resulting from construction. Projects
Involving a critical area may also required to comply with any combination of the ESC minimum
requirements. Compliance will be demonstrated through the Implementation of an approved ESC plan are
provided In the manual.
The plan must address the following requirements:
1. ESC Minimum Requirement - Construction Access Route. Construction vehicle access shall be, whenever
practical, limited to one route. Access points shall be stabilized with quarry spoils or crushed rock to
minimize the tracking of sediment onto public roads. If sediment Is transported onto a road surface, the
roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads by
shoveling or sweeping and be transported to a controlled sediment disposal area within 24 hours. Street
washing shall be allowed only after sediment Is removed In this manner.
2. ESC Minimum Requirement - Stabilization of Exposed Areas. All soils exposed by land disturbing activities
shall be stabilized by suitable application of BMPs, Including, but not limited to, sod, hydroseeding, or other
vegetation, plastic covering, or mulching. All BMPs shall be selected, designed, and maintained In accordance
with the manual. The exposed soils shall be stabilized according to an approved timetable. (Typically, no
soils shall remain exposed for more than two days form October I through April 30 and no more than
seven days form May I through September 30).
3. ESC Minimum Requirement - Protection of Adjacent Proper ties. Adjacent properties shall be protected
form sediment deposition by appropriate use of vegetative buffer strips, sediment barriers or filters, dikes or
mulching, or by a combination of these measures and other appropriate BMPs.
4 . . ESC Minimum Requirement - Maintenance. All erosion and sediment control BMPs shall be regularly
Inspected and maintained by the owner to ensure continued performance of their Intended function. All
maintenance and repair shall be conducted In accordance wit the manual.
5. ESC Minimum Requirement - Other BMPs. As required by 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
underground utility lines shall specifically address the following.
a. Erosion control for excavated and stockpiled materials,
b. The placement of excavated material where consistent with safety and space considerations shall be
placed on the uphill side of trenches,
c. Trench dewatering systems (must discharge Into sediment traps, sediment ponds, or other acceptable
means,
d Tracking and spilling of materials on streets due to hauling,-
e. Dally cleanup and street maintenance.
Z Additional ESC Minimum Requirements for Larger Developments. All n ew development and redevelopment
that Includes land disturbing activities of greater than, or equal to, one acre In addition to meeting the
minimum requirements set forth above shall comply with ESC requirements listed below.
8. ESC Minimum Requirement - Delineate Clearing and Easement Limits. In the field, mark clearing limits
andlor any easements, setbacks, sensitivelcrItIcal areas and the buffers, frees and drainage courses.
9. ESC Minimum Requirement - Sediment Trapping. Prior to leaving the site, storm water runoff shall pass
through a sediment pond or sediment trap, or other appropriate. BMPs. Sediment ponds and traps,
perimeter dikes, sediment barriers, and other BMPs Intended to trap sediment on -site shall be constructed
as a first stop In grading. These BMPs shall be functional before land disturbing activities take place.
Earthen structures, such as dams, dikes, and diversions shall be seeded and mulched according to an
approved timetable.
12. ESC Minimum Requirement - Stabilization of Temporary Conveyance Channels and Outlets. All temporary
on -site conveyance channels shall be designed, constructed and stabilized to prevent erosion form the
expected velocity of flow conveyance channels shall be designed, constructed and stabilized to prevent
erosion from the expected velocity of flow conveyance channels shall be designed, constructed and stabilized
to prevent erosion from the expected velocity of flow form a two-year, 24 - hour frequency storm for the
developed condition. Stabilization adequate to prevent erosion of outlets, adjacent stream banks, slopes
and downstream reaches shall be provided of the outlets of all conveyance systems.
13. ESC Minimum Requirement - Storm Drain Inlet Protection. All storm drain inlets made operable during
construction shall be protected so that storm water runoff shall not enter the conveyance system without
first being filtered or otherwise treated to remove sediment.
14. ESC Requirement - Removal of Temporary BMPs. All temporary erosion and sediment control BMPs shall
be removed within 30 days after final site stabilization Is achieved or after the temporary BMPs are no
longer needed Trapped sediment - shall be removed or stabilized on site. Disturbed soil areas resulting form
removal shall be permanently stabilized
15. Erosion and Sediment Control Requirement - Dowatering Construction Sites. Dewatering systems shall
discharge Into a sediment trap or sediment pond
16. Erosion and Sediment Control Requirement - Control of Pollution other than Sediment on Construction_ -
Sites. All pollutants other sediment that occur on site during construction shall be handled and disposed of
In a manner that does not cause contamination of storm water.
17. Erosion and Sediment Control Requirement - Finical Liability. Performance bonding, or other appropriate
financial Instruments, shall be required for all projects to ensure compliance with the approved erosion and
sediment control plan. [Ord. 3013 1, 19951
1. CONSTRUCTION ACCEPTANCE: WILL BE SUBJECT TO A WELL ESTABLISHED GROUND COVER THAI
FULFILLS THE REQUIREMENT OF THE APPROVED CONSTRUCTION PLANS AND THE CURRENT
WASHINGTON STATE DEPARTMENT OF ECOLOGY STORM WATER MANUAL FOR THE PUGET SOUND BASIN.
2. ALL DISTURBED AREAS SUCH AS DETENTION FACILITIES ROADWAY BACK- SLOPES, ETC. SHALL BE
SEEDED WITH A PERENNIAL GROUND COVER GRASS TO MINIMIZE EROSION. GRASS SEEDING WILL
BE DONE USING AN APPROVED HYDROSEEDER OR AS OTHERWISE APPROVED BY CITY OF &01n0A1t)5.
3. PREPARATION OF SURFACE: ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SATISFACTION
OF THE CITY INSPECTOR. THIS MAY BE ACCOMPLISHED BY DISKING, PARKING, HARROWING
OR OTHER ACCEPTABLE MEANS.
4. IMMEDIATELY FOLLOWING FINISH GRADING PERMANENT VEGETATION (CONSISTING OF RAPID
PERSISTENT AND LEGUME) WILL BE APPLIED. (MINIMUM 80% PER ACRE). THIS IS TO
INCLUDE THE FOLLOWING: 20% ANNUAL, PERENNIAL OR HYBRID RYE GRASS. 40% CREEPING
RED FESCUE, 40% WHITE CLOVER. HYDROSEED REQUIRED.
5. FERTILIZER: SHALL BE APPLIED AT 400# PER ACRE OF 10-20-20 (10LB. PER 1,100 SQUARE FEET)
OR EQUIVALENT.
6. 11ME OF PLANTING - PLANNING SHOULD PREFERABLY BE DONE BETWEEN APRIL 1 AND JUNE 30,
AND SEPTEMBER 1 THROUGH OCTOBER 31. IF PLANTING IS DONE IN THE MONTHS OF JULY AND
AUGUST, IRRIGATION MAY BE REQUIRED. IF PLANTING IS DONE BETWEEN NOVEMBER 1 AND
MARCH 31, MULCHING SHALL BE REQUIRED IMMEDIATELY AFTER PLANTING.
WINTER Co TIRUCTION TEMPORARY (BMP)-:
1. FOR AREAS THAT ARE AT FINISHED GRADE, THE GROUND WILL BE HYDROSEEDED AND IMMEDIATELY
COVERED WITH STRAW OR OTHER APPROVED MULCHING.
2. FOR AREAS THAT ARE NOT AT FINISHED GRADE AND WILL NOT BE WORKED FOR 7. DAYS OF DURING
PERIODS OF HEAVY RAINFALL, THE GROUND WILL BE COVERED WITH STRAW OR OTHER APPROVED
MULCHING.
3. FOR AREAS OVER 2:1 SLOPE THAT ARE NOT AT FINISHED GRADE, THE GROUND WILL BE COVERED
BY CLEAR PLASTIC SHEETING ( 6 MIL.). THE SHEETING WILL BE INSTALLED AND MAINTAINED
TIGHTLY IN PLACE BY USING SAND BAGS OR TIRES ON ROPES AS REQUIRED.
4. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED
SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED
(e.g., ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR
UNEXPECTED STORM EVENTS. ADDITIONALLY, MORE ESC FACILITIES MAY BE REQUIRED TO ENSURE
COMPLETE SILTATION CONTROL. THEREFORE, DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE
OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY
BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADD17IONAL FACILITIES OVER AND ABOVE THE
MINIMUM REQUIREMENTS AS MAY BE NEEDED.
5. BARRIER FENCES SHALL BE PLACED AROUND ALL NGPA AREAS ADJACENT TO PROPOSED
CONSTRUCT10N PRIOR TO CLEANING.
VARIES
VARIES
2% 2%
X,
2" CL. "B" ASPHALT (COMPACTED DEPTH)
(2 LIFTS REQUIRED)
2" CRUSHED SURFACING TOP COURSE
(COMPACTED DEPTH)
4" C RUSHED BASE COURSE
PARKING LOT PAVEMENT SECTION
i
NOT TO SCALE (PER EDMONOS E-2.1.2.1)
101.
2.5' 5" 2.5'l
TYPE 3
E T" C URB
EXTR UD E 1J
NO SCALE
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
384
376
DATUM ELEV
372.00
01W
- PARKING ARI I
A
EX. GRADE
PROPOSED -
GRADE
04
0+00
0+40
SECTION A -A
SCALE- 1" = 4' VERT.
1" = 20' HORZ.
CIG & SIDEWALK FORM
INSPECTIONS REQUIRED
4_0
SEE I
BELO�
NOTES:
24' MAX (2-CAR GARAGE)
FULL DEPTH EXPANSION JOINT
FULL DEPTH EXPANSION JOINT IF
"A" IS 15' OR GREA TER.
DRIVEWAY TO BE SURFACED MTH
ASPHALT OR CONCRETE
DRIVEWAY CEMENT CONCRETE THICKNESS
SHALL BE A MIN. OF 6" THICK AND
IS TO BE PLACED ON COMPACTED
GRADE ONLY
CONCRETE SHALL BE CLASS 3- 3000 PSI
5'
2
.10 112" LIP
10 S40p,,
CURB TRA TION
DE r
DRIVEWAY
CEMENT CONOD rPL
NOT TO SCALE 2 11" 1" C t' Z' T'F" I
J. U L 2 3 213C 3
PERMIT COUNTER