631 ALDER ST.PDFiiiiiiiiiiiiii
10058
631 ALDER ST
ADDRESS: (a 3Z Arlu- -:Y-
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
CRITICAL AREAS: DETERMINATION: F� Conditional Waiver M Study Required &?'7faiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DA
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS
lct�7� 605
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED: (4
SEWER LID FEE $:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED: I -Au , A-C"d-
&7n,�- 161;5LI
SIDE SEWER PERMIT(S) #: t92�6
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER: �� 3 4& 0Q',MZk40Jq)
(e 057,f(C-it
441
LID #:
LOT: BLOCK:
7
LATEMP\DSTs\Forms\Street File Checklist.doc
I'
OkANNING DATA STREET FILE
SINGLE FAMILY RESIDENTIAL
Name: r C/
Date-. S
f
F
Site Address:
6�1 7414r ------ - - -----
Plan Chcck Z00 8 -01 -7
Project Description: 5 Pe
Reduced Site Plan Provided: (YES / NO)
Zoning:
Map Page: Zo -3
Lot: (YES fo
Flag Lot.- (YES 110)
_Corner
Critical Areas Determination ff: .(9 00 2 Y_
El Study Required
9 Waiver
SEPA Determination:
to -^Exempt
Needed (for over 500 cubic yards of grading)
El Fee FJ Checklist EJ APO List with notarized form
W Requifed -- backs
Street?, o id Side_'�
JS:� S
Actual Setbacks
Street: W Side: Rear: 0$w
El Detached Structures: d- 77 Z 1. 7?
11 Rockeries:
El FencesfFrellises:
Bay Windows/Projecting Modulation
Stairs/Deck:
DatumPoint:
Datum Elevation: Y-7
Maximum Height Allowed: z9 - I S-)
Actual Height: Z4,0_ 0 _2-8� 8'0
Other
Parking Required: Z_
Parking Provided. -
Lot Area: ( �;- 9'7. -7
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations. 3z, 0
ADU Created: (YES /19
Subdivision: Af _9
Legal Nonconforming Land Use Determination Issued: (YES
Cofnments
Hel f0- Cdc- o mo,e_ A;,�s
1 o q. (Si S-, V V4-� .4, r C
C - 106. f 0 zj. Is_ml�
—A--. In:T, 5--D
Plan Review By:
Planmcq Data Fmm 04 -11 �06.doc
#P20
Critical Areas Checklist
Site Information (soils/ topography/ hydrology/vegetation)
1. Site Address/ Location:
2. Property Tax Account Number: &,P:6 Gq-lo oa
3. Approxhinate Site Size (acres or square feet)- LQ CC
4. Is this site currently developed? no.
yes;
If yes; how is. site developed?. %=, L-
5. Describe the general site topography. Check all that apply.
Flat less than 5-feet elevation change over entire site.
CA File NoZlo . fflcz
Rolling: slopes on site generally less than 15% (a vertical ris e. of 10-feet over a horizontal
distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet
over. a horizontal distance of 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-round standing water: Approx. Depth:
7. Site contdrL§ areas of seasonal standing water: �J 0 ;Approx. Depth:
What season(s) of the year?
8. Site is in the floodway floodplain �JD 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 seasonal? (What time of year?
10. Site is primarily: forested_ meadow shrubs mixed
urban landsca ed (lawn, shrubs etc
11. Obvious wetIand is present on site:
For City Staff Use Only
1 Plan Check Nuniber. if plicable? N5 — ItP-.)l
2. Site is Zoned? � � — 7 . I
3. SCS mapped soil type(s)? 4jdW&-.)c
C OACCA I DOM C - 2 1� oft, r Im',
4
5.
%
0 )_. E7V4,p
Critical �reas inventory or C.A. map' indicates Critical Area on site?. (VA
Site within designated earth subsidence landslide hazard area? 0 0
DE]rERMINATION
-STUDY REQUIRED
Reviewed bv- Ai h- ell�-Cip�--
WAIVER
Date: -3/11
'4C. 1 %9"
#.P20
City o?Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
The Critical Areas Checklist contained on this form is to
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.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to complete the Checklist should be easily
available from observations of the site or data available at
City Hall (Critical areas inventories, maps, or soil
surveys).
Date Received: a&—U�10
City Receipt#: / I
Critical Areas File#: CIEY�9�-QW 3 t��
Critical Areas Checklist Fee:. $135.00
Date Mailed to Applicant: 9,
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
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. In
addition, the applicant shall include other pertinent
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 heis, and assigns, in consideration on the processing of the application agrees
to release, inderrinify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or ifi-action based in whole or part upon false, misleading, inaccurate or
incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I certif� that the inform t' and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to fi applicatio
.p on the behalf of the owner as listed below.
SiGNATuRE oF APPLIcANT/AGENT
DATE 3--5 —4f,�R
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 ano-postipg attendant tg/*s applicatign./-\ i I
Owner/AppUcant:
Name
Street Address
City State Zip
Telephone: :�)/ C,,-
App!icant Representative:
Name
Street Address
9 �) 02 0
City State Zip
1-4
Telephone: C 0 �9 0 alscl']
Email address (optional): - Email Address (optional):
PLAT OF SURVEY'FOR ASEPH N. ZUKOWSKI
Lot3 31' and 32, Elock 95, City of Edmond's, according to the Diet
thereof, recorded In Volume 2 of Plats on 39:,EfttWEK- cfrmCINLEi`?1NG DEP,r/;t
SnohmIsh County. Washington.
Eyamined by--w
D,
RCIILk� j--� -
Z&
SEI BLIC ALLE
BA.CKS: 15' PU
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RO GO-Oc--;—P
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----------
-Set Tack in Lecid Plug
in Concrete- Fence Post
0 0 ease with Disc'No.4561
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270.00' P
GO-00
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Point on Manhole
Cover ALDER STPF7ET
330. 19, M
P
3 3 9,00,
Ex. Surface monument
SET IRON r
0
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TH PLASTIC CAP 1`40b. 4561
IN V/1
= -"ASURED DIMCNSlot�l
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= PLAT DIMEN'Si0%
REID. MI.DDLETON
&
ASSO'-CIATES.-I'N'C'"
CONSIJ.LTING ENGINrEnS Ilk I
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DATE PERMIT ADDRFc�S
Jbl� fA- LEGAL DESC N
OSTR*T, FILE -
BUILDING PERMIT REVIEW -
Instruction: %.M� 1 %1. rqQwll"�T
Check Accuracy of Lepal Description
Check Against Assessor's Map for Legal Subdivision
Does it conform to City Approved Subdivision?
Revi ewer's
Initials-
1. This lot included in Subdivision/Ca
2. Site Inspection made on:
3. What are around water and soil conditions?
4. Site Drainage Checked? k r% MrItIF&C"IA I
A W I A
5. Storm Sewer Availability:W Sht.
I Roadside Ditch U06"N%
6. Gradinq & Final Contours:
7. Septic Tank System Desion Approved-
8. Sanitary Sewer Availability.T- Sht. 0
. Side sewer availability: --E=Zw�
9. Sanitary Sewer Connection Fees?_ J M-
10. 11ater Mains ?, Fire Hydrants (Indicate Size Main)
% Check Fire Dept.'s Comments
NG DEPARTME11T CHECK LIST
Dwq. No. Project
:_de
A Tks: _�Si.te ksrIeCtion shows conditions of sidewalks as follows)
12. Cu rbi: �= ftYl: I Curb Cuts/Driveways (Check driveways for safety.- lacation,
grade and -width):
13. Underground 11-1irinn:
—K I C34,
14. Street Right-of-way & Bldg. setbacks:
15. Existing Utility Easements?
16. Access Easements:
Street Lights-
ht. of nfficial Street Map.
10
111. Site Plan checked for accuracy? 1, 4-17Q.
18. Special Require ments,listed in Memo to Bldg. Dept.__
19. Commercial &.Apt. Renuirements form completed?
20. Drawings stamped A notations made?
4o
21. All Items fil.led in on Bldg. Permit Application?
22. Bonds posted'for site work? irer
W -1 No -
23. Right-of-way Invasion Permit required?
COMMENTS:
Rev. 7/1/76
I ) 4n
ED Af
CITY OFEDMONDS
121 5TH AVENUE NORTH - EDMONDS,WA 98020
PHONE (425) 771-0220 - FAX: (425) 771-0221
/"C.
*PERMIT MUST BE POSTED ON JOBSITE*
STATUS: ISSUED ENG20080154
SIDE SEWER PERMIT (1-Single Family)
Perrnit Number: ENG20080154 Expiration Date: 4/25/2009
Job Address: 631 ALDER ST, EDMONDS
APPLICANT CONTRACTOR
PACIFIC EMERALD HOMES PACIFIC EMERALD HOMES
PO BOX 822 PO BOX 822
EDMONDS, WA 98020
EDMONDS, WA 98020
206-920-2597
LICENSE #: PACIFEH090KZ EXP: 8/23/2008
�REPAIR
N
JOB DESCRIPTION
N PROPOSE TO REUSE LATERAL LID NUMBER
1GRINDERPUMP N PROPOSE TO REUSE SIDE SEWER
SIDE SEWER CONNECTION TO MAIN
EASEMENT INFORMATION
MN
PROJECT CROSSES OT14ER PRIVATE PROPERTY
N
VERIFICATION OF RECORDED EASEMENTS COMPLErE
IAIDEiVIATTY- The Applicant has signed an application which states helshe holds the City ofEdinonds harmlessftom injuries,
damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City ofEdmonds or
any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and
attorneyfees by reason ofgranting this permit.
CALL DIALA-DIG (1-800424-5555) BEFORE ANY EXCAVATION
CALL FOR INSPECTION (425) 771-0220 EXT. 1326
24 HO UR NOTIC E REQ UIRED FO R ALL INSPECTIO N REQ UESTS
THIS APPLICAT10N IS NOT A PERMITUNTIL SIGNED BY THE CITY ENGINEER OR HISMER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN
SPACE PROVIDED,
ted: Fridav, A pril 25, 2008
FILE COPY INSPECTORCOPY F—] APPLICANT COPY
. I - 1. 9
STATUS: ISSUED
ENG20080154
Restore ROW to City standards
Restore Landscape to like or better conditions.
Call for locates of underground utilities prior to any excavation.
Alert affected residents and/or businesses prior to work start.
Conform to approved working drawings and Traffic Control plan.
Pubfic utilities maintain 5'separation from City Utilities.
Verify clear bore crossings
Utility patch restoration to be in accordance with Edmonds Standard detail E2.3
CDF is required for trench backfill. Refer to Edmonds Standard Detail E4.4
Maintain erosion & sedimentation control. Keep street clean.
Construction hours are Monday -Friday 7am-6pm and Saturdays 10arrr.-6prrL No work on Sundays or Federal Holidays.
Call for required ins.pections as noted.
Applicant shall repair/replace all damage to utifities or frontage improvements in City right-of-way per City standards that is
caused by or occurs during the permitted project.
I INSPECTIONS I
E-Sanitary Side Sewer Inspection
E-Engineering Final
PARTIAL INSPECTION
PARTIAL INSPECTION
FrNA L INSPECTION APPROVED
DATE:
DATE:
DATE:
MTIA L: NOTES:
lNITIA L: NOTES:
INITIAL:
I
CLEAN OUT (C/0)
2'DEEP -6
4501 BEND -----,--,I
GARAGE
STRUT FILE
2
4" SDR 35 PVC
2'DEEP 4" PVC
4" TO 6" REDUC ER
1jN % 1 -29' TYPE 1L
'6"' 24" ADS N 12
"'*��ASIN
PROPERTY
CORNER 22.50B ND TYPE1
ADS
2
N
9
1
2
S IN
TYPE
1 6"
TEST TEE 5"BEND
6'DEEP,,,
ALDER ST.
\-STORM
T MAIN '�ONNECT TO EXISTING LATERAL
NOTICE: NO WARRANTY OF ACCURACY. The information Shown on the attached map 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 the map. Any person or entity requesting a copy should conduct an independent inquiry
regarding the information Shown on the map, 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 shatl be liable for the Information given on this map, nor for any oral
representation provided based upon said map.
0 F E.D* CITY OF EDMONDS SIDE SEWER AS- BUILT
x:::� ADDRESS: PERMIT
Q1A 631 ALDER ST. No- ENGR 20080154
CONTRACTOR: HOMEOWNER: SCALE:
01 CAJUN EXCAVATING I CRAWFORD I NTS
.&t. 1890 DATEINSPECTED: INSPECTED BY: DATE DRAWN: DRAWN BY:
6/23/08 1 J. COLLINS 1 6/25/08 B. SHIU
0
45' BEND --- \
4" F
2'D
FILE
1L
ALDER ST. \�STCIRM
NOTICE: NO WARRANTY OF ACCURACY. The information shown on the attached map 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 the map. Any person or entity requesting a copy should conduct an independent inquiry
regarding the information shown on the map, including, but not limited to, the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may PIT
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, nor for any oral
representation provided based upon said map. i
. 1 () F EDj.',,,,,_
CITY OF EDMONDS WATERLINE AS -BUILT
ADDRESS: PERMIT
Q), .631 ALDER ST. NO. BLDG 20080187
CONTRACTOR: HOMEOWNERi SCALE:
CAJUN EXCAVATING CRAWFORD I NTS
DATE INSPECTED: INSPECTED BYi DATE DRAWN: DRAWN BY:
6/23/08 1 J. COLLINS 6/25/08 1 B. SHIU
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— 842 BIB
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0
APPLICATION
The City of Edmonds for EASEMENT NO - ------------------------- ..................
SIDE SEWER PERMIT
105-03600 NEW CONSTRUCTION E] REPAIRS Ej LID NO - ------------------ AsmT. NO - ------------------
OWNER _.. ............ Jo-s-ep.h..N...---Zukow.sk.i --------- ............................. CONTRACTOR .................................. ------------------------------------------------- PERMIT NO . ...... .........
........... .... .
JOB ADDRESS .... 631 Alder Street
. .................... ----------------------------------------------------------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO. - ----------------------------------
NAMEOF ADDITION .......................................................................................................................
u-
uj
uj
DYE TESTED ON SEIVER - March 12, 1976
By Jim Jensen
Approved:
DA'M ............................................ By ............................................................
11/75
DEPARTMENT OF BUILDINGS
PER INTERNATIONAL RESIDENTIAL CODE SECTION R1 10
AT: 631 ALDER ST Building` Permit #: 2008-0187
Occupancy established by this certificate: R3 Dwelling Units: 1
No. Stories:— 2 Basement: N/A Type of Construction: VB
Owner of building: LAURI LUND
The Single Family Residence at 631 ALDERrST EDMONDS, WA has.been inspected and approved complying with the requirements
of the 2006 edition of the International Residential Co d'e as adopted� by-th'6�.d,'ify-. for the group and division of occupancy and the use for which
the proposed occupancy is classified.
Issued this 6 TH day of MARCH, 2009
Chief Building Official
By:
Any change of occupancy or use requires a Nfilding permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official.
%0 1 1 I.L;L: 9-1
CITY OF EDMONDS
PUBLIC WORKS DEPARTMENT
RIGHT - OF - WAY CONSTRUCTION PERMIT
A. *Address or vicinity of Construction
U: RECEIVL:'.
0 C T -2 8 1981
Dir. Of Public
9 Owner: 7TL5 A/ '�L, k
Name
4 _? / A /_ 12 k.
Mailing Address
A �D,mf / /v / 2 15 _r4l. le �z e)
City, State, Zip Code
Perwo. !�) / - R g
Issue Date
9 Permit Issued To:
0 Type of Work to be Done:
0 . Work in Connection With:
0 Sub or Plat 0 Single Fa mily
1:1 Comml. / Ind. El Apt. Condo.
0 Pavement Cut: El Yes El No
9 Contractor: lvlF,(-
Name
7 4:—P, 0 If)? V /0,6
Mailing Addriss-' Siate License Num-ber
q 2 -2
Z fV11 P, I)
_6 "' ' ' -State Zip Code Telephone Number
Ity,
U
NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE'
B. APPLICANT TO READ AND SIGN
INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless
from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may. be made
against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal
nse, costs, court costs,
proceedings including defei and attorney fees by reason of granting this permit..
0
U
Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one. year
following the final inspection and acceptance of the restoration by the Engineering Division.
0
i--
0
Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is.. c.ompleted, at
which time a debit or credit will be processed for issuance to the applicant.
Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic
Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call
775-2525, extension 220.
I understand that this permit must be available at the job site for inspection purposes,at all times.
13
Signature:
or
te
THIS PERMIT MUST BE.POSTED AT THEJOB SIT FOR INSPECTION PURPOSES
CALL DIAL - DIG PRIOR TO BEGINNING WORK
C. Issued By: -0.
, I - T
Time Authorized: Void after —days
Special Conditions:
Ammendments
Permit Fee: zw_Ap
Security Deposit:
Receipt No.:
Fund 111 Fee:
Street Cut Dimensions
X
NO--WO�.K.TO BEGIN PRIORJO PERMIT ISSUANCE
Eng. Div. December 1978
FIELD INSPECTIONOTES
Mind 111woute con'y to Street Dent.
O^MM--* � -
Diagram:
Contractor called for inspection , Yes NO
I . Date:
,A7ork Disapproved By: Bv: Date:
Work Approved By: Date:
Inspector:
Encr. Div. December 1978
#REET FILE
'E' HARVE H. HARRISO
CSTY 0 P E 0 M 0
MAYO
200 DAYTON ST. EDMONDS, WASHINGTON 98020 (206)
DEPARTMENT OF PUBLIC WORKS
t,iarch 16, 1981
Dear Resident:
On February 17, 1981, the Edmonds City Council passed
Resolution 488 for construction, reconstruction and repair
of deteriorated sidewalks. A public hearing will held
in the Council Chambers at the'Civic (.'enter on April 21,1981.
at 7:30 P.M�, You are-1.0,vit,ed, t,qat.t,o.n1d this heari
ng. for.
discussing fre'�'a'.i portions bf "c"
abutting your -property —Th6" mproveFho- sid'6warks in
need of repair at the expense of the abutting propertv
owner is provided by City Ordinance, Chapter 7.20 and."
Revised Code of Washington, Chapter 35.68.
The areas needing repair have been marked in paint on
the sidewalk adjoining your' property. Reconstruction and
repair of these sidewalks must be completed on or before
September 1, 1981. In the event improvements are not
completed within the above specified time, tile city Will',
perform and complete the improvements at the expense'of the
abutting property owner.
This action is' in response
to many citizen requests
and pedestrian falling accidents which have bee.n increasing
in recent years as a result of sidewalk deterioration and
increased pedestrian traffic.
Sincerely,
FRED F. HERZBERG
Director of- P6blic Works
SITE PLAN
SCALE: I- ='W'-O'
A -
Is V�'Esvo't4s\'o f of'
U
PROPERTY OWNER
LAAAZI CRArIFORD
5504 125th STREET S.K
I'VKILTEO, r(A_HINr2TON -0275
(425) 210-4-764
c_�-OJ'l
ftA
IN
E
a 1,10 0 -sAO
&00 Ogis
!Moo'
POINTV
10950,
66*m 0�-
Ue \a�i OV)
101.160.
METER
EXISTINO RE!
TO BE DEMO
5qS 50UARE
V TER I
4A VEFZT18 rONrPZM-,VRB 6TIN& 0UR5/6UTTER,
AND
00111AG LOrA ION b" DIP V4ATER MA SIDEKALK TO BE REMO'
�.T iN_ M tN� 'a
__B El! Ml�
10 S'IS19A EX. 12115'0
sb---
A PE
4" 5EVeR LINE AlITH
4. CLEANOUT AT USE DER s'rREET
AIN
x M.
EX. b'SEMR LINE FROM MAIN
TO PROPERTY LINE P41TH EX. M
TY r
14OVED rLr:AN OUT A
12� 7
T PROLPZERTY LINE
TO 06 1
PROVIDE A 'IN&
14.
/0
T , , t 6 INV. 100.61-12E
APPIROVEI) AS LAMPHOLE WVER AT FOL $air,
I'- 100.21-12"H
EER114G RIGO-Cf-vgy rem,_;TRUCTION PERMI'r
:,EOUIRED
Date' \j"7— 14ORTII
LEGAL DESCRIPTION
TAXACCOUNT
LOTS(S) 51 THROUOH 52,5LOCK -11, lITY OF EDMONDS.
cI25&qO-Oq'7O-O2
-ostj ACZORDIN(5 TO THE PLAT THEREOF RECORDED IN VOLUME 2
OF FLATS, PA6E(S) Sq, RE00RDS OF SNOHOMISH COUNTY,
ile
NA5HIN&TON.
SITUATE IN THE COUNrY OF SNOHOMISH, STATE OF AA5HiN0TON
2
t4AK 5U5JE0T TO EASEMENTS, RE5TRJrTION5 AND RESERVATIONS
SLWOIFWOP14W " --
LoA- �SbfDQ-
D/ul) 6tor- . os vo
301 c_/ a 5
Ex 12*61i
517—
HEIGHT-CALCULATION
PO:NT A 02.25,
PONT 13 �0415'
POINT C 106.10,
POINT 0 105.50,
— — — — — — — — — — — — —
TOTAL 416.60'
416.60'DIVIDE12 BY 4 - 104,I5'MAXI0,VM AVERASE &RADE
�04.15'- 25'-0' - 12-1.15'MAXIMUM ALLOKABLE HE195HT
28.5021' ACTUAL RIVOE ELEVATION
IMPERVIOUS COVERAGE
RESIDENCE/6ARA&E 2(,40.11 50. FT.
(INCLUDIN& OVERHANSS)
DRIVEINAT AND ^ALKS 155.54 50. FT
TOTAL 5424.61 $0. FT
STREF
T FILE
LOT COVERAGE
I -DIE
aoc,e)_ 01 911
LOT AREA 658q.76 5GUARr- FEET
COVERA61E 2505.52 SMARE FEET
I
— — — — — — — — — — — -
LOT r-OVERA6E AS A PERrr=NTA.CE OF LOT AREA . 54.qa%
(SEE SHEET A-1.1 FOR DETAILED LOT COVERA6E CALCULATION)
STANDARD DETENTION SYSTEM- WORKSHEET
(5000 SF OR LESS) CALC, BY:
OWNER: ADDRESS: PHONE:
DATE:
IMPERVIOUS SUFACE AREA - 3, 50D 5 F I PIPE DIA. Is if -. I PIPE LENGTH 117 44. - I ORIFICE 3/y *f - I
FOOTING DRAINS SHALL NOT
RIM ELEV. I D
DETENTION PIPE LENGTH
FINISHED
GRADE
TIGHTLI
UPPER CATCH BASIN
0-5% TO 1 .0% SLOPE
ELEV. Iq I --? 5
CONTROL CB
BE CONNECTED TO
OCKING LID (TYP.)
IM ELEV. 104, 0
8" Min. clearanoe
Measured from top of
IF FConc. box or riser.
DETENTION SYSTEM
TO C17Y CoNvEymm
INV.
ELEV.
-F ONTROL
9- YIN. RIFICE
10f. Ib
RIM ELEV. #
INV ELEV, 10"'Z
-2'X2*Xl 2" DEEP CONTROL CATCH BASIN
(4'-6- QUARRY SPALLS OR EQUAL) IN. 6" COVER
FROM CONTROL C
CONTROL CB
RIPRAP OUTLET
SHALL BE PERPENDICULAR
TO SPREADER TRENCH—
PERF. PIPE SHALL BE
LEVEL & CAPPED AT ENDS -
NOTES
SPREADER TRENCH
TRENCH SHALL BE LINED
WITH MIRAF1 &ON TOP
WASHED DRAIN ROCK
1. CALL ENGINEERING DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION
SYSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS.
2. Responsibility for operation and maintenance of drainage systems on private property Is the responsibility of the property
owner. Material accumulated In the storage pipe must be flushed out and removed from catch basins -to allow proper operation.
The outlet control orifice must be kept open at all times,
CITY STORM
CONVEYANCE
SYSTEM
SPREADER TRENCH
$HALL BE AMIN.
OF 10'LONG AND
PERPENDICULAR
TO CONTROL CB.
RESUB
MAR 2 8 2008
iff aAEU-10
. . . . . . . . . . . . .
Table I — Detention Pipe Sizes
Impervious
Surface
Required
e Diameter
Area Sq. Ft.
Vol Cu Ft
15,
(18.
0 8"
24"
30'
2000
50
40
28
16
10
2500
62
50
20
13
3000,,,
75
60
24
15 Required pipe
87
70
28
18 length in feet
100
80
32
21
4500
112
90
63
36
23
5000
125
100
70
40
25
*NOTE: Use the next highest surface area to determine detention size if calculated impervious surface area is
greater than 1/2 the value between numbers. (i.e., 2280 use 2500)
I Table 2 -- Outlet Orifice Sizes I
impervious Surface
Area Sa. Ft.
2000-2999
3000-3999
4000-5000
Outlet Orifice Diameter (inches)
SUR
7/8
I Table 3 — Rectangular Catch Basin Requirements I
Detention
pipe diameter
:_'_1 < �8t'o 24"
:� 0�
24" to
36" to 42"
Max. Size Catch Basin.
knockout Type
20" T e
26" e IL, CB 16
36" !Typtell.,F19 1�9)(48" Basin)
42" Type 11, C13 19 19 (54" Basin)
*Source: Assoc. Sand & Gravel Co. Standards
ALLLOWABLE STORM DRAINAGE
DETENTION OR CONVEYANCE MATERIALS:
• Reinforced Concrete (right-of-way)
• Non -reinforced Concrete (non -right-of-way)
• Aluminized Steel
• Aluminum 16 GA or better
• CMP Asphalt Coated
• N-12 ADS HDPE (Min. 2'cover required under paved areas) water tight
• PVC-SDR 35, ASTMD-3034 or better
• Ribbed PVC pipe, ASTM D-2444
• Ducticle iron pipe Class 50
-Tightlines system:
• N-12 ADS (Smooth Wall)
• PVC-SDR 35, ASTMD-3034, or better
• Hancor F-810
S:kENGRkHANDOUTS\Drainage tables E21
TABLE 1 -
DETENTION
PIPE
SIZES
IMPERMEABLE
REQUIRED
DIAMETER
AREA SQ. FT
VOL. CU FT
15"
V, 8"
24"
30"
2000
50
40
29--j
16
10
2500
62
50
35
20
13
75
60
24
15 REQUIRED PIPE
350
1412:)
87
r_,2
70
40,
28
18 LENGTH IN FEET
4000
100
80
56.
32
21
4500
112
90
63
36
23
5000
125
100
70
40
25
NOTE: ALLOWABLE PIPE MATERIALS ALLOWABLE TIGHTLINE MATERIALS
REINFORCED CONCRETE SDR35 (ASTM D-3034) PVC
ALUMINIZED STEEL N-12 ADS (DOUBLE WALLED).
ALUMINUM (1 6GA) SCHED 40 PVC
CMP (ASPHALT COATED) HANCOR (F81 0) PVC
N-12 ADS (2' MINIMUM COVER UNDER ROADS/DRIVEWAYS)
ITABLE 2- OUTLET ORIFICE SIZES
IMPERVIOUS
AREA SQ. FT
2000
2500
3000
3500
4000
4500
5000
OUTLET ORIFICE DIAMETER (INCHES)
5/8
5/8
- 4
3 4
7 8
7 8
TABLE 3- RECTANGULAR CATCH BASIN REQUIREMENTS
DETENTION
MAX. SIZE
"CATCH
BASIN
PIPE DIAMETER
KNOCKOUT
TYPE
--TY2
'"' �T024"
8 To
4
26"
IL
CB 1
TYPE 11,
CB 19 BASIN)
36" TO 42"
42"
TYPE 11,
�48:
CB 19 54 BASIN)
"SOURCE: ASSOC. SAND AND GRAVEL CO. STDS.
1690-199IJ
--- REVIS-IONS STANDARD DETAIL
'ABLE OF STANDARD RESIDENTIAL DETENTION SYSTEM SUES
DATE 7/24/01 1 SCALE NTS I DWO NO. E5.1.2
:2,-,
mw
Oz
uz:
10' MIN.
CLEARANCE
NOTE.
FOOTING DRAINS, TIGHTLINE, AND DETENTION
SYSTEM INSPECTION REQUIRED BEFORE
BACKFILLING.
FOOTING DRAIN(REQUIRED UNDER CURRENT IBC)
"'—ROOF GUTTER
' MIN. PVC STORM PIPE
FIGHTLINE)
4' MIN, OUTFLOW PIPE TO APPROVED
STORM COLLECTION POINT
(REFER TO DWG 5.1 FOR
APPROVED COLLECTION POINTS)
L-CONTROL CATCH BASIN
DETENTION PIPE
NOTE:
FOOTING DRAINS SHALL NOT CONNECT TO
THE DETENTION SYSTEM. PIPE CAN
CONNECT TO OUT FLOW SIDE OF CONTROL
STRUCTURE, GO INTO A DRYWELL OR
OTHER APPROVED CONVEYANCE SYSTEM.
DRAINAGE TIGHTLINE FROM HOUSE CAN
CONNECT TO EITHER OR BOTH CATCH BASINS,
FINISHED GRADE
0-57. To 1-07- SLOPE
F MINIMUM
TO APPROVED
COLLECTION POD
DETENTION PIPE LENGTH CONTROL
(REFER TOi TABLE OF CATCH BASIN
STD RESIDENTIAL DETENTION
SYSTEM SIZES FOR PROPER SIZE)
N 0 T E:
CONTROL CB '
0 u-
wo
w x
M a_ 0
Wom
�wc)
X: z
2� 0
DEVELOPMENT EXCEEDING 5,000 SQUARE FEET OF IMPERVIOUS SURFACE MUST HAVE THE
DRAINAGE PLAN PREPARED AND STAMPED BY A LICENSED CIVIL ENGINEER. ANY PLAN
FOR A PROJECT LOCATED IN A CRITICAL DRAINAGE AREA. ENVIRONMENTAL SENSITIVE AREA, OR
A SITE PRESENTING SPECIAL PROBLEMS, MUST BE PREPARED BY A LICENSED CIVIL ENGINEER,
REGARDLESS OF THE IMPERVIOUS SURFACE ON THAT SITE. ALL OTHER DEVELOPMENTS
NOT EXCEEDING 5,000 SQUARE FEET OF IMPERVIOUS SURFACE MAY USE STANDARD PLANS.
1090-199V
REVISIONS STANDARD DETAIL
APPOM fff DATE
D. GEBERT 10/6/03 STANDARD RESIDENTIAL STORM DRAINAGE SYSTEM
D. GEBERT 4/2/07 DATE 7/24/01 SCALE NTS uwG NO. E5.1
LLJ
0c) a -
CD
0� 0
OC3
10" APPLE
TO BE
REMOVED
CB #2A
TOP 104.00
INV. 101.75
104 ----
'-9 5
PUBLIC ALLEY
N 8 5 95
60.02' 1
W
00'(P
CONCRETE
CATC BASIN
I'
/D WA y
AIN CONNECT
.TO PROPOSED
0 STORM SEWER
SD 11 SD
F D FD -7D
.......... I .......
Z77
I rt 4 / ........ 0 CH
as a_� — aj
'5 77777�-
O�
os
s
VV
',a.
_1z R it lbs Lo C.4 i- C.A CONCFETE
E
LINE a, w4w A*,* tm SIDEWALK
I CDN "
9" APPLE 15" CHE/RY
-\6b 0
TO BE TO
REM��DEDIV JA R OV D
RAIN G E TIO
�SDARD DRAIN G DETEN SYSTEI I..
18" �EDAR (7
VERTI
WATER
APPROX. LOCATION 8" DIP WATER MAIN METER
_W—W—W—W—W—W--W—
EX. 12"SD
SD- SD- SD- SD- SD SD -
_QTQ=T 1:11 E:
18'�8" PVC @ 1.0%
NORTH
I =1U
',-'TO,. BE.,DEMOLISHIED
70 593 SQUARE FEET
UP
G
_11�p P
GAS
L I N E
GAS
METER
EXISTING RESIDENCE
TO BE DEMOLISHED
593 SQUARE FEET
wo
0
30
p
0
00
Z
CY)
D rL* I
106.00' T.O.W.
104.00' B.O.W.
CB #2
t
1- 10%
pv
TOP 104.00
INV. 101.50-8"S
STANDARD PLAN SYSTEM
49' OF 18" PIPE (3,500 SF)
CB
#1
TOP
106.10
INV.
101.32-8"N
INV.
101.22-8"S
106.50' T.O.W.
104.00' B.O.W
L CONCRETE C�-,<B -eloplO
C'
W �7 W W ��3e 08
GIST
"a'!� PVC (9 2.0%__1 0 L
SD — SD FEXPI�E 8/17/081
C
_73— A�DER STREET /
ss — �>Z' ss Ss_� ss ss� ss =4= t>t'
7EX. 7 B M
CRAWFORD RESIDENCE\
TOP 106.87
INV. 100.87-12"E
Lovell— Sauerland & Associ�as, Inc. RESUB INV. 100.27-12 " W
Engineers/Surveyors/Planners/Development Coraultants INV. 101.04-8"N—NEW
e-mail: info@lsaengineering.com - web:lsaengineering. om MAR 2 8 2008
19400 33rd Avenue W., Suite 200 - Lynnwood, WA 98036 - (425)775-1591 - (425)672%9Whax SHEET 1 OF 1
\ LSA FIL� #5080
STREET FUE-`
RESUB
MAR 2 8 2008
STANDARD DETENTION SYSTEM- WORKSHEET
(5000 SF OR LESS)
OWNER: ADDRESS: CALC.BY:
PHONE:
EDATE:
IMPERVIOUS SUFACE AREA 3, 50D PIPEDIA. PIPE LENGTH 1/ ORIFICE 3/y
FOOTING DRAINS SHALL NOT
RIM ELEv. lo4. DETENTION PIPE LENGTH
FINISHED
GRADE
TIGHTLI
— 0-5%TO1.0%SLOPE
UPPER CATCH BASIN
NV. ELEV. JLRIO-15
CONTROL CB
BE CONNECTED TO
OCKING LID (TYP)
IM ELEV. 1011, 0
F S" Min. clearance
Measured from top of
/F Conc. box or riser.
DETENTION SYSTEM
TO CITY CONVEYANCE
NV.
ELEV. (0 1'50
's—OUTLET
ONTROL
MIN.
I Of., It)
RIM EELEV
INV. ELEV. t0k'.Z.Z
CONTROL CATCH BASIN
(4".6* QUARRY SPALLS OR EQUAL) I . N. 6" COVER
FROM CONTROL C
CONTROLCB
SHALL BE PERPENDICULAR 1.5'
T
To SPREADER TRENCH RENCH SHALL BE LINED
WITH MIRAF1 &ON TOP
V
PERF. PIPE SHALL BE
LEVEL a CAPPED AT ENDS___�
RIPRAP OUTLET WWWASHED DRAIN ROCK
NOTES
SPREADER TRENCH
1, CALL ENGINEERING DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION
SYSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS.
2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property
owner. Material accumulated in the storage pipe must be flushed out and removed from catch basins�to allow proper operation.
The outlet control orifice must be kept open at all times.
CITY STORM
CONVEYANCE
SYSTEM
SPREADER TRENCH
SHALL BE AMIN.
OF 10'LONG AND
PERPENDICULAR
TO CONTROL CB.
� �t - Wz_,
MAR 2 8 2008
60_1�1
I Table i — Detention Pipe Sizes I
Impervious
Surface
.Area So. Ft.
2000
2500
"0
3500
0
� �4
4500
5000
Required
Vol Cu Ft
,r qipV Diameter
15, \1_1 V 2411 30"
50
40
28
16
10
62
50.
35
20
13
75
60
24
15
87
70
49
28
18
100
80
56
32
21
112
90
63
36
23
125
100
70
40
25
Required pipe
length in feet
*NOTE: Use the next highest surface area to determine detention size if calculated impervious surface area is
greater than 1/2 the value between numbers. (i.e., 2286 use 2500)
I Table 2 -- Outlet Orifice Sizes I
impervious Surface
Area So. Ft.
2000-2999
3000-3999
4000-5000
Outlet Orifice Diameter (Inches)
3/4
I Table 3 — Rectangular Catch Basin Requirements I
Detention
pipe diameter
i8" to 24"
;6b
24" to 6"
36" to 42"
Max. Size Catch Basin,
knockout Type
20"
26" NZ4RtL CB 16
36" Type 11, CB 19 19 (48" Basin)
42" Type 11, CB 19 19 (54" Basin)
*Source: Assoc. Sand & Gravel Co. Standards
ALLLOWABLE STORM DRAINAGE
DETENTION OR CONVEYANCE MATERIALS:
• Reinforced Concrete (right-of-way) I
• Non -reinforced Concrete (non -right-of-way)
• Aluminized Steel
• Aluminum 16 GA or better
• CMP Asphalt Coated
• N-12 ADS HDPE (Min. 2'cover required under paved areas) water tight
• PVC-SDR 35, ASTMD-3034 or better
• Ribbed PVC pipe, ASTM D-2444
• Ducticle iron pipe Class 50
- Tightlines system:
• N-12 ADS (Smooth Wall)
• PVC-SDR 35, ASTMD-3034, or better
• Hancor F-810
S:\ENGR\HANDOUTS\Drainage tables E21
TABLE 1 - DETENTION PIPE SIZES
IMPERMEABLE
REQUIRED
DIAMETER
AREA SQ. FT
VOL. CU FT
15"
1
2
24"
3091
2000
50
40
28
16
10
2500
62
50
35
20
.13
3000
75
60
24
15
3500
87
70
E:5b6
28
18
4000
100
80
32
21
4500
112
90
63
36
23
5000
125
100
70
40
25
REQUIRED PIPE
LENGTH IN FEET
NOTE: ALLOWABLE PIPE MATERIALS ALLOWABLE TIGHTLINE MATERIALS
REINFORCED CONCRETE SDR35 (ASTM D-3034) PVC
ALUMINIZED STEEL N-12 ADS (DOUBLE WALLED).
ALUMINUM (1 6GA) SCHED 40 PVC
CMP (ASPHALT COATED) HANCOR (F81 0) PVC
N-12 ADS (2'. MINIMUM COVER UNDER ROADS/DRIVEWAYS)
TABLE 2- OUTLET ORIFICE SIZES
IMPERVIOUS OUTLET ORIFICE DIAMETER (INCHES)
AREA SQ. FT-
2000
5/8
2500
5/8
3000
3500
3 4
3
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"
20"
18" TO 24"
2609
24" TO 36"
36"
36" TO 42"
42"
DCRE-"B-15----,
PE IL
11, CB 19 �48.- BASIN)
TYPE 11, CB 19 54 BASIN)
**SOURCE: ASSOC. SAND AND GRAVEL CO. STDS.
la9o-199V
N.D.
REVIS.IONS STANDARD DETAIL
ABLE OF STANDARD RESIDENTIAL DETENTION SYSTEM SIZES
DATE 7/24/01 1 SCALE NTS I DWO NO. E5.1.2
M,
Of W
0 z
I;j-j
F-
m
0 C.D
2:-P:-
Ld
(L
CL
NOTE.
FOOTING DRAINS, TIGHTLINE, AND DETENTION
SYSTEM INSPECTION REQUIRED BEFORE
BACKFILLING.
FOOTING DRAIN(REQUIRED UNDER CURRENT IBC)
�ROOF GUTTER
r44' MIN, PVC STORM PIPE,
10' MIN. (TIGHTLINE)
CLEARANCE
4' MIN, OUTFLOW PIPE TO APPROVED
STORM COLLECTION POINT
(REFER TO DWG 5.1 FOR
APPROVED COLLECTION POINTS)
CONTROL CATCH BASIN
I PIPE
NOTE:
FOOTING DRAINS SHALL NOT CONNECT TO
THE DETENTION SYSTEM. PIPE CAN
CONNECT TO OUT FLOW SIDE OF CONTROL
STRUCTURE, GO INTO A DRYWELL OR
OTHER APPROVED CONVEYANCE SYSTEM.
DRAINAGE TIGHTLINE FROM HOUSE CAN
CONNECT TO EITHER OR BOTH CATCH BASINS.
FINISHED GRADE
TO APPROVED
E-5% To COLLECTION POP
SLOPE
1' MINIMUM I li
DETENTION PIPE LENGTH ICONTROL
(REFER TOi TABLE OF I CATCH BASIN
STD RESIDENTIAL DETENTION
SYSTEM SIZES FOR PROPER SIZE)
N 0 T E:
a u-
w 0
x
0
(nom
6�- ..
mwo
mz
�- 0
�mo
0 w
of 2:
CONTROL CB I -
DEVELOPMENT EXCEEDING 5,000 SQUARE FEET OF IMPERVIOUS SURFACE MUST HAVE THE
DRAINAGE PLAN PREPARED AND STAMPED BY A LICENSED CIVIL ENGINEER. ANY PLAN
FOR A PROJECT LOCATED IN A CRITICAL DRAINAGE,AREA, ENVIRONMENTAL SENSITIVE AREA, OR
A SITE PRESENTING SPECIAL PROBLEMS, MUST BE PREPARED BY A LICENSED CIVIL ENGINEER,
REGARDLESS OF THE IMPERVIOUS SURFACE ON THAT SITE. ALL OTHER DEVELOPMENTS
NOT EXCEEDING 5,000 SQUARE FEET OF IMPERVIOUS SURFACE MAY USE STANDARD PLANS.
ld9o-199,j
'N'D -S-
M0
-C.--.:
I 211SIONS STANDARD DETAIL
D. GEBERT 10/6/03 STANDARD'RESIDENTIAL STORM DRAINAGE SYSTEM
D. G I EBERT 4/2/07 DATE 7/24/01 SCALE I DWO NO. E5.1
I NTS
.,()N - Nb
- �16", �o
LJ
000-
r--C:)
cy) CD
0 C:)
18" �EDAR (7
PUBLIC ALLEY
N 89*59'58"
60.02' 6 0 0'(P)
CONCRETE
---DR-�VEW
C A TC BASIN
.' 69
/A TC SIN
DR WAY
AIN CONNECT
�O :<
.TO PROPOSED
STORM SEWER
SD SD SD
FD FD FD
Cl
...
.......
.........
........
Lp
..........
...........
...... . . . . . . ..... ..
SD . . ...
... .. ....
�FD .... .. . . . . . . . . . . . .
..... tv
.... .......
. .... ... ....
.32 ...... ...........
............ . .........
APPROX. LOCATION 8" DIP WATER MAIN
— w — w — w — w — w
.�7
rU
0�2 wo."Ir.-M lz
8'�8" PVC @ 11.0%7�
G G
Tl--lP P
G�S
L I N E
NORTH
r- A I -') 1 1 N U U /-� M /A U r-
TO BE DEMOLISHED
593 SQUARE. FEET
610.
GAS
METER
EXISTING RESIDENCE
TO BE DEMOLISHED
593 SQUARE FEET
a-
LU CD
�n 30
0-
00
1�
0)
106.00' T.O.W.
104.00' B.O.W.
CB #2
TOP 104.00
INV. 101.50-8"S
STANDARD PLAN SYSTEM
49' OF 18" PIPE (3,500 SF)
CB #1
TOP 106.10
INV. 101.32-8"N
INV. 101.22-8"S
10 6. �5' 0' T. 0. W.
100 4. 0 0' B. 0. W.
VERTIC41- CONCRETE CJ,?<B C, 6A
WATER
METER
w w 36608
90 — 61 ISTO
8,!� PVC 0 2.0%--,, L
EX. 12"SD
SD— SD— SD— SD — SD SD — SD S)— FEXPIRES 8/17/08]
0111'r COPY
SS. A�DER--,S REET
5�, SS SS SS
1 0 CBMH_
CRAWFORD RESIDENCE\ ol TOP 106.87
RESUB INV. 100.87-12 E
ocj�
�rmj Lovell— Sauerland & Ass a s, Inc. INV. 100.27-12 W
'Engineers/Surveyors/Planners/Development Cotmultants MAR 28 2008 INV. 101.04-8"N—NEW
e—mail: info@lsaengineering.com - web: Isaengineering.co ENT
19400 33rd Avenue W., Suite 200 - Lynnwood, WA 98036 - (425)775-1591 - (425)672-7998 fax SHEET 1 OF 1
LSA FIL� #5080
_"�� ��� \1' ,\_����,___�
APUNI& iiiiiiiiiiiiii "
uENERAL NOTES=
I
I
I
1.0 GENERAL I
THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY
DISCREPANCY FOUND AMONG THE ORMIN65, SPECIFICATIONS, THESE NOTES,
AND THE 51TE CONDITIONS SHALL BE REPORTED To THE ONNER, I?4HO
SHALL CORRECT SUCH DISCREPANCY IN NRITIN6. ANY ViORK DONE BY THE
CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE
CONTRACTORS RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE
DIMENSIONS AMONG ALL DRAAINC75 PRIOR TO PROCEEDINC7 NITH ANY YqORK OR
FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRAOINS AND
SHORING DURINCS, CONSTRUCTION.
1.1 CODES
I
I
.
�
ALL METHODS, MATERIALS AND V40RKMAN5HIP SHALL CONFORM TO THE
I
REGUIREMENT5 OF CITY OF EDMONDS: 200ro INTERNATIONAL BUILDING COVE �
(11;Zr,), AS AMENDED AN17 ADoPTE12 By THE CITY OF EDMONDS AND THE STATE OF
YqA5HIN&TON; A.C.I. 516, A.I.S.C. 11TH EDITION, AND A.I.T.C. 5RD I I
I
� .
EDITION. . I .
I I
. .
�
1.2 DESIGN CRITERIA
A. LIVE LOADS
ROOF (5NOyq) 1 25 F5F . I � .
FLOOR, RES 40 FSF
FLOOR PECKS (00 P5F
B. LATERAL LOADS:
WIND DESIGN CRITERIA:
1. BASIC Y41ND SPEED Llr_-i mph
2. INIRD IMPORTANCE, I yj = 1.00 (CATEGORY I I)
a. AINDOVq EXP05URE IV
4. INTERNAL PRESURE COEFFICIENT N/A (SIMPLIFIED Y41NI2 LOAD METHOD - 160,1-6)
S. COMPONENTS AND CLADDING
ZONE .
POSITIVE
FRE55URE ,
NEGATIVE
PRESSURE
I
11.11 FSr
-15.3 P5F
12, 1
I 1A FSF
-15.2 PSF
:2 (OVERHANG)
. .
-24.1 PSF �
51 1
11.01 FSF
-15.2 PSF .
5 (OVERHANG)
. .
-24.1 PSF
4
15.0 P5F
- 1 4.1 P5F
-5
1 15.0 PSF
1 -1-1.4 P5F
TOFO&RAPHIC, EFFECT FACTOR K =1.0-rz
.
�
SEISMIC DESIGN CRITERIA:
1. SEISMIC IMPORTANOE, 10 = 1.0 SEISMIC, USE GROUP 1
2. MAPPED SPECTRAL RE5PONBE ACOELARATIONS 5 =1.55cl, 59 = .545,
5. 51TE CLA55: 12
4. SITE RESPONSE COEFFICIENTS- 5 dal = 1.05q, 5 dI =545
5. SEISMIC DESIGN CATEGORY: V
6. BASIC SEISMIC,-FORC,r=-RE5TINC7!5YSTEM: BEARING KALL SYSTEM
"I. DESIGN BASE SHEAR: 15.5 KF5
8. SEISMIC, RESPONSE COEFFIENTS: Cs =0.14
01. RESPONSE MODIFICATION FACTOR: R=b.5
10. SIMPLIFIED SEISMIC ANALY915 PrOCEPURE
1.3 SOIL DATA I I I
1.
.
I
I
FOR LOCATIONS SEE SOILS REPORT. 501L BEARING @ CONT. SPREAD
FOOTINGS = 2000 P5F. ALI-OYq 531-115% INCREASE FOR LOADS FROM ININD OR . I
SEISMIC, ORIGIN. EOUI\/ALr-NT FLUID ACTIVE PRESSURE AND PASSIVE . .
PRESSURE ARE 55 POF AND 500 PCF, RESPECTIVELY. .
I
I
.
1
2.0 SITE WORK
- _ __
- -
-2-1-EXC AVATION------- - . .
EXC,A\jATE FOR FOOTINGS DONN TO DEPTH 5HOM ON DRMINC75 OR TO FIRM �
UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE BACKFILLED -
PiITH LEAN CONCRETE 0'e. = 2000 PSI), OR BE STRUCTURALLY FILLED PEP,
SECTION 2.2 AND SHALL BE AT THE CONTRACTORS EXPENSE.
2.2 BACKFILL AND COMPACTION
BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS,
SCREED5, OTHER ;Noov DEBRIS AND MATERIAL SUBJECT TO ROT OR
CORROSION. USE- ONLY MATERIALS APPROVED FOP, BACKFILL . IN AREAS
UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE,
PLACED IN &-INC,H LIFTS AND COMPACTED TO AT LEAST 115% OF MAXIMUM DRY
DEN51TY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T-100.
THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL.
3.0 CONCRETE 5 SACK5 OF CONCRETE PER CUBIC YARD I I
.
.
�
I
.
3.1 GENERAL I I
.
� �
I �
ALL CONCRETE SHALL. BE HARD ROCK CONCRETE MEETING REGUIREMENT5 FOR I
.
"ULTIMATE STRENGTH TYPE CONCRETE", PER ACI 501, '5PECIFICATION5 FOR * I �
STRUCTURAL CONCRETE FOR BUILDING." PROPORTIONING OF INGREDIENTS FOR
EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE
GIVEN IN ACI 501. PLACE CONCRETE PER AC,1-304 AND CONFORM TO
ACI-604(306) YiINTER C,ONCRETINs AND ACI-605(505) FOR HOT MATHER
CONCRETING. CONCRETE SHALL BE PLACED TO AVOID SEGREGATION, .
HoNEyaoMBING I OR For,KETS. USE INTERIOR MECHANICAL VIBRATOP,51NITH .
*100ORPM MINIMUM FREGUENCY. PONOT OVER. -VIBRATE. C,ONCRETE5HALL ..
BEPOURED MONOLITHICALLY13ET0EEN cONSTRUCTIONOR CONTROLJOINT5.
PROTECT ALL FRE5HLYFLACE12 CONCRETE FROM FREMATUREPRYIN6 AND
TEMPERATIJRE5 FOR5EVENDAY5 AFTERPOURIN6.
PROVIDE ENC71NEER YqITH PROP05ED CONSTRUCTION OR CONTROL JOINT
LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOAN ON THE DRAINING5.
ALL TIES AND ANCHORS SHALL BE OUT OFF FLUSH YqITH THE SURFACE;
5URFACES MERE EXPOSED SHALL BE SMOOTH AND FREE FROM
IRREGULARITIES.
3.2 STRENGTH
I
.
�
TMNTY-EI&HT PAY r,omFn55ivE STRENGTHS SHALL BE: . . I
.
.
.
I
I
I
5LAB5 ON GRAPE : 2000 P51; MAX SLUMP 3" (UN5UPERVISEP) � .
FOOTING $ NALLS: 2000 PSI; MAX SLUMP 4" (UNSUPERVISED) .
.
I I
I . .
THESE SLUMPS MAY BE INCREA5ED IF A PROPER ADDITION OF POZZOLITH
15 ADDEPTO ALLON HIGHER SLUMP AN12 GREATER P4ORKABILITY INITHOUT .
I
CHANGING THE INATER CONTENT OF THE ORIC71NAL MIX DESIGN.
PROPORTION MIX ACCORDING TO IRo M04.
3.3 MATERIAL: MATERIAL: CEMENT, NATER 4 Ar-S&RECIATE5 PER ACI 501
A. CEMENT MUST CONFORM TO A5TM . 150, TYPE I OR TYPE 11. EN6INEER'5 �
APPROVAL 15 REaUIREP FOR USE OF 7,rFE III CEMENT.
5. AATER To BE CLEAN AND POTABLE.
C,. COARSE AND FINE AGGREGATES To CONFORM To A5TM-055.
3.4 MATERIALS
A. INATER REDUCING ADMIXTURES: MUST CONFORM TO A5TM-r,4cT4, POZZOLITH
544N, POZZOLITH IOOXR, OR POZOLITH 122HE. POZZOLITH SHALL BE
INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE Y41TH THE
MANUFACTURERS INSTRUCTIONS "SYNER&IZEI? PERFORMANCE SYSTEMS"
CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOY4ABLE
CONCRETE MAY BE USED Y41TH THE ENGINEERS APPROVAL. ADMIXTURES
AND V05AGE5 NILL VAR'il DEPENDIN& ON CLIMATIC CONDITIONS AND THE
CONTRACTORS J0551TE REGUIREMENTS. MAXIMUM SLUMP FOR
'SYNER&IZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED 8".
USE IN ACCORDANCE VqITH MANUFACTURERS RECOMMENDATIONS.
.
. I I . 1!1r/\z>1
�
� . . I
�
. . llo�� �
I I
,e!�= 11
. I"
5. AIR ENTRAINMENT: CONFORM TO ASTM-0260 AND A5TM-,C4c14, M5-AE-I .4 _e_1�1\1\1\1\1\v___� � 25'HIN. RADIUS (b FT. INOOD FENCE
0110, . T
BY MASTER BUILDER. ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL ,�P�, ,e,�1\1\1\ /_0UARRY 5PALL5 . .
EXF05ED CONCRETE. _e1\1\1\1\1\1\1\1V\ / 2-4' MIN VIA
. / &'-12" MIN. DEPTH .
0. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLE55 PRIOR /\A/\/VV VV\" � _ _�_�_
__1�1�\/\/\ _. X ______� F1=
APPROVAL 15 C71VEN BY THE ENGINEER. A/V . . - . . . . \dt
\/\/1�11 : ,p --��
AA/\/\AAAA/\ ) .
3.5 REINFORCING STEEL 4�4V�4�4SV��4VV\IVVVVVVV\I\AAI\I\AI\1\1-",�,,,
DETAIL, FABRICATE AND PLACE PER A01-315 AND A01-31b. SUPPORT .1 I AAAA4�4�n4�n4 / _V� /
(!�4�4
-�REW94WZEMF-um-w=w-&eJ2grLtrrL-r,g&M':�-'�P-Ar-r- ,:�Jelem!7-1:� >_1 "I 10
��� � .
kc
.
�
.
I .
11
.. .
I .1 . .. � I � 11 ______ i 1EY A\ I G - G - G . .
'
I I
� . . --------- . ..� . , _1;11 "' 'I..-- ,�,ge ." , _ _,"'. �'�,� �-
. - . ,:;11 �
,:;11 -, � �
A. STEEL REINFORCEMENT SHALL BE NEyi, DEFORMED 511-LF-T STEEL, 0 I I " . __, _-.11 ��,, -
Mb - \0 - - -_
. MEETING A5TM A615, GRAPE (60 FOR #5 AND LARGER - 12M I I � I � N 8 I � 0 51V'5 & ___� ' -k � . I I
54
__ � i1j.
1. BARS, EXCEPT AS NOTED; GRADE 40 FOR #4 AN12 SMALLER BARS. 5 O' �_ ___ . . I .., - MA . �
ORMIN65 SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO ! - - Owllwklq, I (50.02- _V FILTER. FABRIC SECURED TO 2"x2"
,
I
I . RADE . 60 REBA hZ __� / . -M 14 GA. Y41RE FABRIC EGUAL
ENGINEER FOR REVIEN PRIOR TO FABRICATION. G 1 - I lm����=
SHALL NOT BE BENT IN FIELD AFTER PLACING. _�o 11%,4��-",o . . GONGRETE - GAS r-
136,% 710 "� / --:-- LLL-VRAWEAA*�r'_" ' " __-j - ,-'LINE I'll-
N-��% / - �
74. [-. . .. . .. .. - 1�ztm-16!�.vo , L
5. REINFORCEMENT IN ALL KALLS, SLABS, AND FOOTINGS SHALL BE . . I ,,, M.-
. ... . INV..: IO4.d)O (14
'
. .
.
. I CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOT / � \ ��?; i2.:. . ... ... . . %.. .. ... ... . I C I - EX15TINIS:7 CEARAC71E
- . . %
. VERTIOAL AND HORIZONTAL. . . � � . - . ... 6A'TCH BASIN - .. .
.
� . FRZOVIDE FULL Y41roTH OF INGRESS/ I,< B Y� � . . .. TO BE DEM[OL15HE I
EGRZ55 AREA 9E COVERED WrTHIN 2 DAYS � : . ....'.. . I
.
.
.
. .
.YSIA . .
0. LAPS: ALL TEN51ON SPLICES ARE ACCORDING TO Ar.1 518-8cl, CLASS 5 , * vlf;��IAIAY - 5q5 /9
qq.(0(01 . ��IRN - CONNECT ' ... 1 .7 W
-
AND ALL COMPRESSION SPLICES ARE 50 DIAMETERS, UNLESS NOTED CONTRACTOR SHALL MAINTAIN TEMPORARY CON5TRJCTION / I - , To � �O
OTHE"15E. ENTRANCE DURIN& THE CONSTRUCTION PERIOD. B.O.F. . . OF05EP.. . .,. - * _.
/ POINT'N . :. STORM styiER '. .. 511 B.O.F.
.. . . . 5 A
-1
12. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 145 CIT`Y INSPECTION REGUIRED ON ALL ER05ION CONTROL /I 102.25, . . SO . -' - SQ'-*n z_- . .
. . . . .
. - .- I . .. - . - RAR COt
? OPENING AT EACH CORNER. MEASURES, BEFORE VqORK OAN BE61N. : .. FD- . . FD-�' FD ' ' I TEI�PO'
TOP AN12 BOTTOM, EXTENDING 2-40" BEYONr I I _� IF %of R - - - I . ...................._ . . __..._._._._._ I.I.I............... - - /.
SEE TYPICAL DETAILS. �02 1 .............................. .* ... ............
. OR is _.. - :,..N.................-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-..............:-.--.-.-.-,,.-.-
... ,.\*................................................................: .......... . . I _
. ........: ............................................ ...
...'..*-,
NCE QVMF.WG0 FjOL D DPAINArJrr- � .....:� ......... :.-.-.-.-.-:.*.*:.*::.1.1. . .*./.. --_ POINT'B'_---
S � .. .*.*.*.*.,.,.,:.*.1.*:.*.*:.1 .......... .., ... lip
E. MLDIN6: TACK AELDING OF REBAR 15 NOT PERMITTED UNLESS CALLED BOL' I .'*.,:.*.*.,.*.,�".,.,.,.,:.,.,.,.,.,::.,.*.,.*..*.'.*.*:.*.*.*.*.,.,:.*.,:.*.I.-.-;,-.-.-.-.-.-.-.-.-. 0
Eflosio Goff .......... I ..... . . :.*.*.*:.*.*.*/ .. .... 104-15-
1 , ... -V-*-*-%*.1.*--.-.-:.,.-.: ........ . ..*1....*..*.1 .....
� .. ,:.,.�., :: .*.*:.*.*.* ......................
I :-:_':.*.." .. 1 I----
F. MINIMUM REINFORCING: NHERE REINFORCEMENT 15 NOT 5HOM ON ...... .,::.,.,.,.,.*:.,.*..*.*.*.,.*.,.,.*.'.*
I ....................*.*.,.*.,.*.,.,::.,.,.,.*.*.'.'.*.'.*.*.*.'.*.*.,.*.,.*.*.*.*:.*.,.,.*.*.*.*.*.,.*.
................. ...................... .... *:.*.*.*.*.,.,.*.*.,.
............. ... \ ..................... 4 ......
PRAYqINC75, THE "BUILVINS, CODE REOUIREMENT5 FOR REINFORCED I .*.'.*.'.'.'.'.*."*.,.,.,.,.,:....:,.�!............*.*.,.*.*.,.*.,.,.,.,;,.".-.-.*.-.*.,.,..:.......,...,...*.-.
1. I .......... :...'�l:::�:-...:�................./.:...................... 1_11_1'\,�
CONCRETE" (ACI 515-5cl) SHALL BE REFERRED TO FOR PROPER I I ......... . * . ........................................ ,\bb -
,
*****::.1.1.1.*::.*.1 ........ � ...... -.-.-.-.-.-.-.-.-::.--
....... ...... ...... / ....
� . I . 17 ..\ .... ... :::::::::::::::::::::::: ..........: .
� I . .*.*.*.*.*.*.*::.,.,.*.*.,:.*.*.,.*.*.*.*.*. ., - ." :.
I .
. REINFORCEMENT. � . 01� r_ .*.*.,.*.......,................................................................................................ � I
.1 . 11 L\ V **,**,*::.,.,.,.*.,.*.*.*.*.'.'.'.*.*.'.*.'.* ...... ,.'.'.'.'.*.*.*.'.'.'.,.'.*.'.*.'.*.*.*.*.*,*.*:.*
. � .. I HEIGHT CALCULATION 11 11 .................................................... I ............... 0 &AS I
. . . I I I -11, I ..... T .... . ::.: ... :..:: .....
.1 I I . � : ... :.. :. ***'
e_ ===,&= e^"1=0 pon\/in= I-Ini,ir.pp-m p;2nTr,-.-rInM ;=,nQ ;PI=IWF:nQ,-.T=M;=WT AC, 11 I V CD ;'IN * ........ t2.1� .... . :...:.. ..
.M.S,.Mf.�= .....
`_ .................. . .................-.........'.'.*.*:.%*.*.,.",................ . ME I ER � �
I ..
. . ...... I ............................. : .....
.. ...7.10 - -1 *.-5,.O....:.:.:.:.:.*.i:.:.*.*.,..*.,.*.,..,.*.*....:............................ I I 1 -1.5" kNA5HED 6RAVEL IN
-- - �
I . FOLLOM: . I . I . POINT - A 1 2.25' 1 ,� �L 0 0 �� 11111 .,.,:*-::.'**5 ..... :..............-..... I PLACE 3/4" 1
1 � ........................,.*...............,.,.*.,.*.*.,.[.,.,.,.,.,.,..... . ............................. .
I I . . . I I . POINT - 5 10415 1 �� * * * ....I...............'.,.,:.*.*.'.*.'.*:................ I . THE TRENCH AND ON BOTH SIDES OF
. . . .*1*.*.1:.*.*.*.*.'.'.'.' " * - * * * " * *.*.'.'.'
. . . .................... :.........-.......-........*.,.,.'.,.'.'.'.'.*.*.*.*.*.'.1.1.1:.*:.*.I ..... . - IN(5 RESIDE E �
. ... .. ..........................................................
....... .............. .. . .
. � I � � . . I POINT - C, . 106.10, . -, - - * . - - ... . -. I . - .- - . I [1 ,* ... ****.,.****-*--.. 1*1.1.1.1.1.*.*.*.*:.*.*.*.*.*.,.,.,.,.*.*.*.*.. \ EX15T r-ILTER FABRIC r-ENCE ON THE SURFACE.
511 CONCRETE DEPOSITED AGAINST EARTH I . .� >�. C ==...--.-.-.t*.*.*.*.,.,.*.,.*...,.*.* ................ I ......... : �
- r . ..'.., . . . . I .... ... I - TO BE DEMOLISH D � . . . . I I
POINT ,> 10!3.50, .. . I ** ..... :.-.-.*.1.1.1::::::.*.1.*.1.. 0
. . . Y � :.,..'.'.,.'.'.'...:..:........[.....:.............*.*.,...: .....
........... ... .. ........ ............................ �
2" CONCRETE DEPOSITED AGAINST FORMS BUT EXF05ED TO EARTH I I * .... ........... BcI5 5GUARE f=EET FILTER FABRIC MATERIAL IN
- - - - - - - - - - - - - - CONCRETE . .. . . - ................................................................................................
. . . .. .. ..... .......
Yva,Lp , . . . A \
tu. I . . I .................................................... 1.*.1.1.*:.1.1. : \
1-1/2" TO TIES IN COLUMN5, AND TIED REBAR IN NALL5 I PATIO '-. - - - . ., ***.'.*.*.*:.*.,.,.,.,.*.,.*,'[.*.*.'.'.*.*.*..*.'.'I'.*::.,.,.,.,.*.*.'.*.*.'.*.'.*.*.*.*.*.*.*:.*.*:.*.'.
TOTAL 416.60 = . . . . . I ........................�........,r.*.*.*.*.*.*..........I,.,::.,.,.,.*.*.*.*.'.'.'.'.'.--....-..-,-- Ilfele44re /qk CONTINOUS POLLS. USE STAPLES
It . - . t.*.,.*.*.*.,.*.*......I,.*::.,.*.*.'.....-............-.-..--.-...-,--....-....,.� -
:1 .....................
******'** .... ***:.,.* ... ....................... ()
1-1/2" FOR BARS IN SLABS ON GROUND zl� i� I I - - - .... - - ... - . - . I * , * * *,::,*,*,** *'*"*" .::. ........... . /Z,Ptq�5
() ... . ... . . .. , *.'.*.'.'.'.......'.... .:.............T. ............*.*.'.'.*.*........................ ,-- \ OR VqIRE RINC75 TO ATTACH
5/411 INTERIOR FACE OF KALL5 t� () qn I .V.*.*.*.,.,.*.*.*.*.** " *.*.*.*.*.* *.,.*.*.*.,.*.*.,.,.,.*.'.*.*.*::.,.*.*:........................
4 = 104.15' MAXIUMUM AVERA&E (9RADI`= I' ........_......:.,..,. .............. V. ......�%%%%RDVA-., .......... ... � FABRIC To Y41RE.
I I (I - I I _.. _.- I 0
. wo 1, . . , : . . . . ....... ..... tu .
I . . FD F D* . *.*.* . . *." .'.' .'.1.1 * ,..]., I * .*.*.,.,.,:.,.*.%*.* ....... .. :.. I I
I . 1 104 . - .FD .-%'*'*%% . . " , " *:.*.,.. ...... / � = q - I .�
.15'+ 25-O" = 1201.15'MAXIMUM ALLOYqABLE HE1eHT' 10. 0 C; ... . .. I U., ....... * ...... ........... . .........
H. MLDEP INIRE FABRIC: A5TM-A155 AND A5TM-A82 I I � 0 1 1 - r..., r.x...--- - ..... ...... ....,.,.*.t,.,.",.,........I........ IQ) .
I . .*.*.*.*...............................................................:.....-................: ................. . .. t- Cj +
****
I 5E ELEVATION 0 _= . * . . ' . ' . * . ' . * . ' .'.'. ' . * ....... ......... :::::/::::::: 11) (s, - NIRE MESH SUPPORT FENCE
. I 125.5021' ACTUAL RIPC .. . '"' * ," . ......................... - ::::::::::./.:::::::::::::?. -
:.,.,.*.,.If.*.,.,:..".,::.,.*.* .............. ............ ` * , " .z--.I-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-- - -
. * ..... - .- -
...................:: .. .,:.*.*.*.,.,..*.,.,.*.*.,.*.*.*.*.,.,.*.*.*.*:.... . . .
V I . ..... "*.* ::., .:--: .:.:.:.:-.---.�:.:i:..-:.:.:-....:.:.... I I \
. ..... . .....
I . z . "'. . ... .... I .. ...... .......... :...........:.:j ..V.*Y.*. 30
==^mr2=kA-_kvre_ =^= .-/Ikleot=T= LAIAA I HalMr- #A 01=1AACP I I I ... 32- .'\---* . I � TO SUPPORT FILTER FABRIC.
. I 1.1.*.*.**.%�.***.% .q.v.*.4 .... ....... ...... .. . .. ...... ii... " .... ,
1j. 1-1111411-[VIVI ;;P I I-L.L- 101.0 . :. '**'*'*** :..".*.'.,.,.*.4.1...........%.*.*. 1. . .:.. . . . . . .........................:! ....... ... :.:.::*/:::::� I .
****
.. . . ..... ... .. . ..
. .. -, :::-:-:-:-:-... .. ]. . , **, * ........ ....... ....... .. I
. '': . ...... ... :-..:-.*.:fo.o-,!�'$."**-.,*-'*- ........ ... ..
I .***' "":.\ ... ::.*.,.*.,.,.*:.,.,::.*.,.*.,.*.,.",.*..: ......... ..... * . ......
----__ I 11 . .... ... .. . ... ... 4 ............ !$ ....... . .................... ". . . . . . . . . . . . . . . . . ......... .... . . . . . . . . . . . . . . ..
HEIGHT VERTICAL HORIZONTAL B.o.F. .*.*.,.*.*. * * ... ....... ... . .......................... .....U........... (3-
.............. . . ... ....... . . ............................... / ......
IMPERVIOUS COVERAGE _" 19L : -___1 I ... -.,.,.*.*. ..:.,:.:.:.:.*,,-.�o.'.r".'.*.'.'.* ........... .. ...... � d)
lgz.!�_ M .*.*.,.* - ::.
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* .....
- - - - :-XI. , , " .... _-----_--.-. ........_.....- .
*. -
I P:1 , I , ... . -Z T_:
0 . ....: ........ ..... ............................................................................ .. ............. �
.....
.
o I F .*.*.*.*.'.* .......... ..... .......... ....... ....................... 4.-.-:.-.-.-.-.- . . .. .............
-61 ..... ... .'.,.'.*.*.*.*.*.*:..*.*.,.*.,.*.*.*.*.*.*.*.,.*.,.,:.*.,.*.*.*.,.,.'.*.*.*.*.'.'.'.*.*.'.*.*.*.*.,.,.*.*.*.*.*I I I,,,*** * ... D
151, O.C. 181, O.C1. * . R .. ............ .......... W /
... - ... � ---------- -- ........... :...................................: ........................ I
_q. ..... .. . . _ . . . . . . .. .............,...................,.,.,..,. ,.''..,.,.,.,.,.,.,..............-...*.*.*.*.*.'.*.'.*.,.,:.,.,.*.*.*.'.'.'.'.'.'.'.'.'.'.'.*.*.,.,.,.,.,.,:.,.*.*.,:.*.*.*.,.*.'.*.*. *.'.,.,.*.,.,.'.*.*.'
... - .... ... .....................:. . ............-...-.....-...........-
(O 161, O.C. 101, O.C.. RESIDENCE/6ARA&E 2640.11 50. FT. ...... ,.,.,.,.*.*.*. *.,.*.*.*.,:.*::.*.*.'.*.*.*.'.'.*.*.*.'.*.'.*.'.".'.'.,.,.*.*:.,.,.,:..'.'.*.*.*.*.*.'.'.'.*.'.'.'.*.'.'.'.*.'.*.'.'.'.'."'* ... ...... . 9
. ... . - . ....... - . - , .. - . - . - . - . * * * ........ ::::::::::::::::::::::::::::::::::::::::::- , ...
(INCLUDiNry OVERHAN65) 10" APPLE ------_ ...'..*:.*.*.*.'.*.'.'.'.*.*.*.*. *.*.'.*.'.,.*.*.*.*.'.'.*.,.'.'.'..'.*.*.*.*.'.*.,.*.', .,.*.*.*.*.*.'.,.,..*.*.*.*.*.,..*.,.'.*..*.'.*.*:.,.,.,.,.,.,:.1.1.1.1.1.*:.. ::::.:.:.:.:.:.:.:.:.:.:.:.:: ..r:::::.*.'.*.*.'.'.'
. .................. ............................ ... "":.,..'.'.,.'.,.,.,.'.'.,.*.'.,.*.,.,.,:.,::.,::.,.,.,.,.,.,.,.,.,:.,.,. . . ........
........ ... (O /
. .... .... ..... 4.
........................................
.......
. .......... : ..... * .... * ... ***** ....... ......... ............ 4 - - .. - - - - - - - .. - -.,.-.-...........-.......'.'.'.'.*.*.'. .
. .......
TO BE .,.,.,.,.,.,.. , .. ...................... :.*.,.. 1.*.*.7.*.1.%4.1 *.*.*.,.*.*.,.*.*:.,.*.,.,.,.*.*.*.*.*.*.,.,.*.,.*.,.*.*....................... , , * * ---.-.- -.xf.:.:.::::::::::::::: �
. ..... . ... . . . . .............. �
r,>RIVEP4A%r AND YiALK5 '78,5.8,4 50. FT. .'.V.1.1.*.*.** ... 1.%*.*.*.1.*.'.*:X.,.%,..... 41...%. . . , ** ,0*%r-!-r%:-*-* ...................... ****...
* * :.*.,.%*.*.%7..... ... .
. ....... . /.. �
-,
3.6 FOUNDATION ANCHOR BOLTS REMOVED � ... ......... &�- .*.. X * "' ............ *.,.,.*.*.*.*.*.:.:-I.-:-:-:.:-:.:.:.:-:-:...� -*:..
. ............... *..,." .:IF.: . . ...................... .�
. ......... . .. ......................................*�: -I-----.-
. . . ::-:-:-:-:-:--. . . , , .* btz--'�-. U. I .,.::.*.*.*.*
,.,.. . .: .... . ........ .:�:�:�:j:�l:�:j:�:�:�:::::�:�:�:� I I
V, '***1* ..... ... :.* **"* ",**"*"*"""""l****"*"*"*""**,"*,1*11
01 ......... ....................... ... .... .. * - - * * *::::.*.*.,.*:.,.,.,.,.,.,.,.,.*.*.'.'.'.'.'.* , * * * . ....
.... .................. 4......4 .... .. ..... 4 ............. . . .
5/5" STEEL BOLTS, YqITH 'T" MIN. EMBEDMENT INTO CONCRETE. PROVIDE A MIN. *.-.,.,.,....... ....... *::.*.*.1.-.%-.-.-.-r.-F%.: .. *. .. .. 1*.'.*:.,.*.*:.*.* ........ %74I....: . .. ... .... .
.............. ......... .1 . . .................... *.*::.,.*.�t:,.,.,.,:::*.".,.*.,.* ... .... � --
TOTAL 5424.61 50. FT. * ............... :: .......... V.'.*.*.'.*K 1* . . ..... ...... .... . -�.�::-:-::::-:-.........
. &.01 , , *W.1.1.1.1 ............. .W., .
OF (2) BOLTS PER SILL PLATE. ANCHOR BOLTS SHALL BE PLACED AT'12" O.C. *.'.,.,.,.,.,.,.,.,.,.1.1.1.*.................................... .... .. �: ... . .... ...... .............. . .I...... , . , . , . , .... ........... -
. ............. :.... ....... .. - ... ............ .....
.................. 4 ... ................... ................... .............. I /
...................... .. -1 \....................., .......
FOR ONESTORY, 45" O.C. FOP, TAO STORYRESIDENCES, AN12 REFER TO ..... :..::j:j:j:j:�:�:i::.:.:.:.:.:.:.:::....;,.. .*. .,.*.*.*.%, * %, .... ............. ..............:.-....:.,.,...........� ........... ...........
.. I ................. I .......... . ................................ ....
=2=ell t=kI.1t=r_ ,ALr'jrnl'rl^KlA.1 I %-1 ^Klt= FILTER SOCK INITH *.*.*.*.*.*..'.'..'.*.* *.*:.*.*.,.*:.,.,. --A- .... _.. .1 ........... ..... % '.'.*.4. �
........................ I - -*-V-7-'M-:&-1xl-* i r-=. - %, * * r. '&t6.,j;n-=.=r.) ........ . ..... . .. U I
1_11NIL;1711�" L;l14k7l1NL;L;Mll1`(W FWM lrlr%J-L- ;;III.-dr%I W . I I OVER FLOIN HOLES I I RATE � I .*.,.,.,.*:.*.,.,:.*.,.,.*.,.*.*.*.*.,.,.*:.*.I I * * 1. .. . . .. . ............. ...... .. - . E7, M111%A.
.... :.:.:.:....1:.1.*.*/:1 . ., � / P
I ... i�- .....:( * .*4?,-."* ... ...... * ..... .... /
:.,..,:.,.,.%*.*: ....... . . T1 , - , W., . I .1
.... . ..... :.......... .......,.T,Ts ......... . *.,7.,... .................... D .
. .1 ... . .... . . ... !.... ...........:....
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,
� """'*"*'***,*,*:""*,*",*,*,,*",,'*, :"*:*,*, . ....... ................................ ......... 11%*:.
BOLT MUST BE NO LF-55 THAN T' FROM EACH END OF EACH INDIVIDUAL SILL PLATE. I . . 0
AOCEPTABLE TIGHTLINE .-.-.-.-.-.-.-.-.-:.: -.-.-.-.-.-.-.-.-.-.-.-.-.-:.-.-.-. ....-j.. .... ... �;"-_ .2.4.1 .. ...... I
Azj:�..v 4 - ,
........... ......................... �ZAN.T.,-.7-%, t.
ANCHOR E30LT NASHER5 MUST BE A miNumum or V'xS" (SQUARE) X 9/16" (THICKNE55) . ....... . ... ..,: 1n1.,.1 .-.$.'*'
1 17-71 _ V 6 ,
I
. ............. ..4;4..... ..... .'.'.'.*.'.'.
�. .. . I � MATERIAL .......................................� --:.,.,.A ............. .... �;�i.................. .....................
. ................... �::::::::::::::�".:::::::::::::::::.*f. " * * * * , ". * * * * * * * ..., . *.*.'.*.".*.'.'.'.'.'.*.*.'.*.*.'.'.'.*.,.,.I ... I �
. I I ............................ ............... ..................................... :...'�:.... /
. .... N.-.-.-.-.*.-.-..-*..-.*.,.*:.-.,.***-** .......................
. .. . .......... *.,.,:.*.*.*.,.*:.,.*.*.,.*.'...: ......... N....
......... ... ::::::,: .:.:.:.:.:\ .*.1.*:.1.1.*.* ... ..
I 11 *** . * I �
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� . I � . - - -::::*/-:T***** I I
. � SDR 35 ,_ .... ... :-:-:-:.:-:-:-:-:-:..--.-:-. .-..-. ................ ::::::::::::,: ..:.:.:.:.:. ., . �1 102.80, - -
. W..
I ... ::.*.%'.*.'.'.'....:.:.:. ../..,..�.:..........................- ,.*/*:.,:.%E '* .,.%,:.*.*.,.1.1::.*.1.1.1.1.1 .'.'.'.'.*.*.*:.,.11 .
I . � I , ...... . . .. :::::::::]:::::::::::::::::::::::::: .... ***** ... ****'* ****' , I I P __j
. I ,\. .... .
. . . SCH 40 01 -,-*-,::-%*-*-,-,-*-,_,-,-, . .Z::-,�. %1.1.1-1.* ........................ 7.1._.-.-.-.-.,.%%*.*:, , _ILTE
4.0 CARPENTRY I I 1 2 . ........... ::::::::::::::::::::::::::::.. * ,:.*.*.* ............. ..... ** * .. * . * .*. 14 / I � . BURY BOTTOM OF r ,
. . ........... */ ..... . ... :::::::::::::::::::::::.*.,.,.,-,.,- ................,.\'.'.*.*.*.'.'.'.*.*.'.*.* * * * * * , * , I * * * * * * * * * - * %. - % I B.O.F. .
I .. -::::::.:-:-:.,-*-*.,-,-, .......... ......... . .,�,.,.,.,:.,.*.*:.,.*.*" * * * * ..... ,.,.,.%*.*... I
. I . . ........... ::::: .. .... .,.*.,.*.,.,. *.,:.,.,.,.,.,.,.,.,.,.7.1.1 ....... :::.. MATERIAL 8" TO 12" ,
V ........... .... V :.*.1.1.*.*.*:.
I H -12 \0*11 11 " ... *** ... *.*.*.,.,.,.*.*.* ... .*.,.,::.,.,.*.,.,.,.,.*.*.,-*-*-*.,::.*.* .... -'-'-'-,.,:-,-*-*-,.*.*.*.*:.*.*.,.,.*:.*., - * * * * , * , , ,
��5�_ ......... .... .I-*:.,.*.,.,.*.,.%,., .................... :::::::::::::::::::::::::::::::: .,:.*.,.,.*.*.*:.
.1� : . . . 1111
4.1 ROUGH CARPENTRY F810 HANCOR -:-:-:-:-:-if01-5&:::::` I................................. .... ............. - ...... :::
...... , ... I ............... .... :.*.,.*.*.*.,.*.*.,.. POINT'C'
...., ................ 11 ....................... :.:.:.:::: .......................:.-...: .:.*.,.,:.,.,.*.,.% - I -_
..................... ................... :.,., ..:.:.:.:.:.:.] .. ....... *N-1 I I
...
- - - __ . __ - : ............ . -..:.: "" ** "*' '.*." * ...... 1*.1.%1.*:.,.* ........ Y� ........................ *.'.'.'.'.%'.'.*. I /, 106.10 :2" X.2" VqOOD P05T5 OR
- .. ........... 5.:ar. .... ..... .:*.' I.--**%%.%.' ,*.".,.,.,.,.,.,.*.*.'.'.'.*.*.*.*.*.*.'.'.'.,.,.,.*.,.*.,.I ........
.. ............... .. . I ......... ............................. ::.....
- STUD GRAVE DOU&-FIR FOP, STUDS AND C .....-.*.*.,.,.,.* .,.,.*..*.* ...... , ..... :.I.-.-.-.-.-............. - -
_LJU_ME�E_R SHALL -BE ' �' V .. . . . **,* . .... ........ : .............. .... - GA
I 112 :,.: *-,:, ::: ** ..*.'.'.7.1.*.1.1.1.1.1. 1:.1 ..... _\�,___ EIQUIVALENT
ALL 2x FRAkIN�G - ::.:: - - - N .*. -, .'. *.. : .,:.,.*.*.* ..... ....... . 1. ...................:........ :
�1 :::::::::::::::::::::: .. ........ . . �.........................:........
STANDARD OR BE I I ER FOR PLATES OR AS SHOYNIN ON THE DRAYSIIN65 OR 5ELOY'll. '.. ...... -
POINT'D' - .... ...... ...... :.*.'.%**'1 . I . * . I . * , * . I . I . * . I . I . I . I . I . * . 1, (i 11 I /.
...........,...............................,:.,.*.'.*.'.'.'.'.'.*.*."'.'.,..... I
. ... ........ ::... f::' RCH I CONTRAOTOR,/DEVELOFER SHALL MAINTAIN
ALL 2" LUMBER SHALL BE KILN PRIED (KO) OR SURFACE PRIED (50). EACH '.. I I .. " 105.50, . I - ......................................:...................................... . I
. I . I I I ....... ...........................
.
.1. 0 . . � , , '! , " I I � 'OOTING DRAINS NOT I
PIECE OF LUMBER SHALL BEAR THE STAMP OF THE MST COAST LUMBER I I .. '. I . . Ub - AV U.J a��_,__ - - I in � AND REPLACE STRAN BALES To INSURE
I ,
A � I I . CATCH BA51N I PROPER F-RO51ON CONTROL.
INSPECTION BUREAU 5HOAIN& GRAPE MARK OR E .. .4:. . - -\O&.� - � 4 1 . - . I : TO BE TIED INTO
.. 1. - _ _* - * DETENTION SYSTEM -
� . ... 1 S-7 02.501. :j
. .
MATERIALS AS 5HOAN BELOA .. . . ... �< �1/ /
. : il. . .1 I NATER Dt B.O.F:. CONCRETE CITY INSPECTION REGUIRED ON ALL
-
2x 4 5x STUDS - STUD GRADE DOU6-FIR ALL WOOD BOTTOM PLATES SHALL . I .... /_� � 10, �IN. ,, ER05ION CONTROL METHODS BEFORE
2x JOISTS - #1 DOU(5-FIR BE DOUG-FIR PER NDS TABLE 4A �... ! � . .... 5TRAN BALF-5 MAY BE U5ED IN LINE �- . 51DElAALK �; OTHER Y4ORK CAN Br=61N.
: ,
. ,
... .. " ___ .. tb(
... . � , ELLI). THIS APPLICAITON SHALL BE "I "' - * /
4 x 4 $ 4 x & COLUMNS - #1 DOUGLAS FIR .". .... %.. *,: CERTAIN CIRCUM5TANC,E5 (SEE DETAIL /
'... .
bx HEADERS - #1 DOUGLAS FIR , .� . ja4 tt
4x HEADERS - #2 DOUGLAS FIR :.4 MAINTAINED AT ALL TIMES DURING, \\ > , \0 - . 15' CHERRY
CONSTRUCITON PERIOD. ___ __1 . . . . T SILT FENCE DETAIL
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ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT AITH CONCRETE SHALL BE ... . )71j
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CARPENTRY HARDWARE � .
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BOLTS SHALL BE A5TM A-!)0"1. I
MEASURES Bo=oRE YqogK.c9N Brz(91N.
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YiA5HER.6 SHALL BE MALLEABLE IRON Y4A5HER5(MIN).
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CATCH BASIN\PETAIL
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ISPECII014S A,326 � �
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NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY.
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LAG 5CREY45,5HEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION.
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E. ANCHOR5, AND CONNECTORS SHALL BE SIMPSON, TECO, BOV4MAN OR OTHER ____ ViATER VERTIC,AL CONCRE I t;-�UR ND
. � . ,//L--i --- APPROX. LOCATION a" DIP INATER MAIN SIDEY4ALK To BE REMOVED . ,
IC,B0 APPROVED. � ID . METER, V) / 1711� 1;;;�
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I F. PROTECTION HARDINARE EXPOSED TO MATHER OR TO VIEA OR IN .(0 _-, - . / 01G & SIDEWALK FO � RM ' I5_Y_rzR6_1�F_RIN&__1N5F OTO
UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED. - -_ -_ 1P ___� --- �-' INSPECTIONS REQUIRED
4.4 MINIMUM NAILING - PER 2006 IRC . ,// _____ EX. 12,15D �_ SO SO - SO r-\ Ss- SS SS SS - SS
SO SD- SD- SD- SD- SD- So- SD- SD- � 0
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4.5 GLUE -LAMINATED TIMBER 4"51EYIER LINE INITH - /
0 4" OLEANOUT AT HOUSE
ALL STRUCTURAL 6LUE-LAMINATEP TIMBER, MATERIALS, MANUFA4,'TUR.E AND . \0�(. A�DER STREET Z'
QUALITY C,ONTROLSHALL BE INCONFORMANCE 104ITHVOLUNTARY PRODUCT � SS - SS �_77______�_ SS \ SS - bb �- SS � S5 � -77-- =�� -`_ S ----------- ST-- SS - s� - - ST-- =
(oil SEY-41---R LINE FROM MAIN .6
STANDARD P.5.5ro `STRUCTURAL GLUED LAMINATED TIMBER", AND ALL EX 15ANITAR)' 5EkNE \ IS, 4alrulvi \
MEMBERS SHALL BE MARKED VqITH A QUALITY MARK THEREOF. .ALL PLIE5 TOP 105.60 . TO PROPERT*T' LINE Y41TH � *> I EX. 05MH I � . I I
� . II �1_1 t=,Lkl ^H-r .&-r = =:==)I`V0 I lklr= 1-11 la . I \ .
SHALL BE DOUGLAS FIR COAST REGION. CAMBERS P%t<r- ^'o SHOY11% ON I rit 1114y lk.Wl.11r./�v zPM � TOP 10(bb"7 .1 - . .
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DRAY41N655. ALL MEMBERS SHALL BE EITHER COMBINATION 24F-V4 (SIMPLE INV. 100.44-6"E I PROVIDE A 12" 01 LOCKING, INV. 100.8-7-12"E I
5PAN) OR 24F-\Ib (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE. I � � LAMPHOLE COVER AT O*L t-- '�� INV. 100.21-12T4 \ - �
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ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE6LUED INITH -__ - - . - __ __ I � � I . . 11 I
KATERPROOF ADHESIVEFER P.5. 56. ARCHES SHALL BE COME31NATION ___ I . \ I
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24F-V8 AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRAPE. I � _____ __�._�_1!1?1 . � �
. . I . . � . I /01 . 24 ijR. NOTICE . . I I ... 16
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1. . ___� FOR INsr-1. 10 I � . .
� 5.0 MISCELLANEOUS 'I-, 1� \
VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR To PROCEEDING. PROVIDE '__1 - VERTICAL CONCRETE CURB \ \ N '1�
F17re'Tle)NI BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS �
ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR KALL OPENING, I . I /-On - -//-N-&-- -_ Comer Fla&_
EN51ON5 NOT 5HOAN.. REFER. To I . NORTH S VAOIED - . _ .
� . &ftaqkg .g �Lqred -Agla- .
MECHANICAL AND ELECTRICAL PLANS FOP, SIZE AND LOCATION OF ALL RON . .
OPENINGS Fop, DUCTS, PIPES, CONDUITS, ETC., NOT SHOM. ommim aiiiiiiiiiim A APPIROV Front �; zo 20 STREET FILE
lqwms. Rik Sides Me _-2-1t�_ _L ? 7 k-
6.0 TABLE OF AREAS %K ,-5'a I I L H L /A PIII Rear /V --- 15- - i /. J1
LIVING AREA __ 2450.652 56ZUARE FEET SCALE: I" = 0-01- I)a1a.. Other - - -
GARAGE 440 SOUARE FEET ILight 25 F9 7 RESUB
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PORCH 65."70 50UARE FEET I . APR 08 2008
GLAZING AREA 540 SOUAI;T-- FEET PROPERTY OWNER LEGAL DESCRIPTION TAX ACCOUNT NUMBER LOT COVERAGE 11�1�OAMOWEPT
GLAZING AS A PERCENTAGE OF FLOOR AREA = 22.21% LAURI CRANFORD LOTS(5) 31 THROU&H 52, BLOCK 15, CITY OF EDMONDS, LOT AREA (055CL-16
2005 KA5HIN6TON STATE ENERG'r'CODE HINDONS, .55 V VALUE 5554 125th STREET S.N. ACCORCIN& TO THE FLAT THEREOF RECORDED IN VOLUME 2 LOT COVERA&E 2505.52
OPTION No. 3 DOORS .20 V VALUE MUKILTEO, INA5HIN&TON lla2-15 Ot= FLA75, FAC7E(S) 501, RECORD5 OF 5NOHOM15H COUNTY, I
(425) 210-4764 YiA51-IINGTON. , LOT COVERA6E AS A FERCENTAI57E OF LOT ARTEA = 54A5%
The City of Edmonds does not review,
MEDIUM GAS FURNACE C=1111 1,&-r= lilt -rLL= ^11KII-y' ^= r_kl^L1^l,,Alr_LL e_rA'r= ^= LAlAa1_11M -r^111 ;#q fnr or inSnect ' (SEE SHEET A-1.1 FOR DETAILED LOT COVERA6E CALCULATION)
I approve, issue pent, V
rockeries. Approval of these plans or
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5UBJEICT TO EASEMENTS, RE5TRIOTION5 AND RESERVATIONS . inspection and approval of the work
Of= RECORD. included in these plans does not
constitute City approval of rockeries.
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RANDALLJ.MUNSON
BUILDING DESIGNER
.
1
1930
6TH AVENUE SOUTH
SUITE 301
SEATTLE . I
WASHINGTON
98134
VOICE
(206) 349-4551
FAX
(866) 312-8468
1
COPYRIGHT NOTICE
THIS PLAN IS ISSUED FOR
. CONSTRUCTION PURPOSES BY THE
CLIENT INDICATED.
REPRODUCTION OR USE OF THIS
� DOCUMENT WITHOUT THE EXPRESS
WRITTEN CONSENT OF DESIGNER,
RANDALL J. MUNSON, IS PROHIBITED.
ARCHITECT MAINTAINS ALL RIGHTS
UNDER STATE AND FEDERAL LAW,
INCLUDING COPYRIGHT.
i
CONTRACTOR NOTICE
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CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS
AT THE JOB SITE AND NOTIFY
THE ARCHITECT OF ANY DIMEN-
SIONAL ERRORS, OMISSIONS OR
DISCREPANCIES BEFORE BEGIN-
NING OR FABRICATING ANY WORK.
DO NOT SCALE DRAWINGS.
I
REVISIONS
No. Date Item -
/� 04/07/0 PERMIT COMMENTS
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SITE PLAN
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PROJECT NO. : -
DESIGN : RJM
DRAWN : RJM
ISSUE DATE :02.28-08
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