210 5TH AVE S.PDFIIIIIIIIIIII
5174
210 5TH AVE S
ADDRESS: 2� 1-d s Z�/f A��l -5
TAX ACCOUNT/PARCEL NUMBER:—c-,?,5A 7d'9 -��;7�;2 4:��V
BUILDING PERMIT (NEW STRUCTURE): S�9�ZZ)
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:. qq_- & DETERMINATION: E] Conditional Waiver Ej Study Required P4(aiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PLANNING DATA CHECKLIST DA
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #: �&�K
GEOTECH REPORT DA
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
OTHER:
LATEMP\DS'rs\Fomis\Street File Checklist.doc
USE(S) PROPOSED: �ALLOWED?:
LEGAL NONCONFORMiNG LAND USE DETERMINATION ISSUED AJ N)
CUP File:
ADB FILE #: OR DATE WAIVED:
PLANS MATCH APPROVED PLAN:
PARKING:
Use: No. Spaces Required:
X �Izlj (floor area, # employees, etc.) 20
Use: No. Spaces Required: aw f3m
X W21 (floor area, # employees, etc.)
Total. Required: Actual Provided: ?�5
SETBACKS:
Required Setbacks:
Front:42�: Left Side:—c49- Right Side: Rear:
Actual Setbacks:
� Front: !21 4 Left Side: —Riqht Side: Rear:
Street map checked for additional setback required? (Yes/No)
MAXIMUM FLOOR AREA".
Maximum Allowed: Actual:
BUILDING HEIGHT:.
Maximum Allowed: Actual Height:
Modulation Allgwed?, Modulation Height:
Datum Point:fY &61 lk A)& W� Datum Elevation: 'ZQn
CRITICAL AREAS #:
cAf11cs\permWPLANDAr-D0C
0 9
PARKING REQUIREMENTS FOR 210 5TH AVE S, SUITES 202-208
Office #
Suite #
SQ FT
Parking Category
I space per X SQFT
Req'd Parking
4
202
825
Office w/out on -site customer service
800
1.0
5
204
420
Office w/out on -site customer service
800
0.5
5
205
395
Office w/out on -site customer service
800
0.5
5
206
395
Office w/out on -site customer service
800
0.4
5
207
385
Office w/out on -site customer service
800
0.5
5
208
335
Office w/out on -site customer service
800
0.4
3.4
4 203 1120 Office w/ on -site customer service 400 2.8
2.8
TOTAL # OF SPACES REQUIRED 6
TOTAL # OF SPACES PLANNED PER ADB-99-71 6
TOTAL # OF SPACES PROVIDED 6
FILE
Prepared by =athlee�nTayl�orPlan�ning 3/19/2001
CITY OF EDMONDS
COMMERCIAL TENANT IMPROVEMENT/ REMODEL COVER SHEET
/Oc. 1,9Z
Directions: Applicants are to complete the information in the WHITE BOXES ONLY (Shaded boxes are for City use only).
This cover sheet must accompany each building permit application for a commercial tenant improvement/remodel project.
PLAN CHEC.K#.;::
APPLICANT
DATE RECEIVED
PROJECT ADDRESS *R,, U N IT #_ad-4L�
PROPERTY TAX ACCOUNT PARCEL # c-Mo�,� V - 07 t7 -01YD 7
DESCRIPTION OF WORK
CONTACT PERSON
E-MAIL
MAILING ADDRESS
a"FAX CORRECTIONS MAIL CORRECTIONS E-MAIL CORRECTIONS
BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO
COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INOUIRIES ON THE STATUS OF THE APPLICATION. I
UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT
MAY BE APPLICAB 0
,��THIS PROJECT I C OWLENGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY
�+ I
DOCUMENTATION TO EE ICATION AND NO DISCRETIONARY APPROVALS ARE REOUIRED.
SIGNATURE
DATE 461'. 1&-9A=
CODE EDITIONS:,: 1997 UBC
UMC, UlYC, WSEC, VIAO WITH AMENDMENTS (including State Barrier Free Code)
TYPE OF CONSTRUCTION OCCUPANCIES
NUMBER OF STORIES BASEMENTS__j_
NUMBER OF EMPLOYEES— TOTAL PARKING SPACES DEDICATED TO TENANT
BA.RRIER FREE� PARKINGSPACES EXISTING
PROPOSED
STRUCTURAL CALCS PROVIDED E—] LIGHTING BUDGET PROVIDED
EXISTING AUTOMATIC SPRINKLER SYSTEM MANUAL AUTO F2]rN 0 N E
EXISTING FIRE ALARM SYSTEM [ErYES NO
DISCRETIONARY APPROVALS. ADB CU OTHER
Any request for modification,
variance or other administrative
deviation (herinafter "variance")
must be specifically called out and
identified. Approval of any plat or
plan containing provisions which do
not comply with the city code and for
which a variance has not been
specifically. identified, requested and
considered by the appropriate city
offical In accordance with the
appropriate provision of city code or
state law does not approve any
Items not to code specification.
r]
L
L:\temp\building\forms\Tl-rvw.vsd -- 7/00
0
CITY OF EDMONDS
COMMERCIAL TENANT IMPROVEMENT/ REMODEL COVER SHEET
Directions: Applicants are to complete the information in the WHITE BOXES ONLY (Shaded boxes are for City use only)
This cover sheet must accompany each building permit application for a commercial tenant improvement/remodel project.
PLAN CHECK#
DATE RECEIVED /0.
APPLICANT,Ot�,C,J-19,1���
PROJECT ADDRESS UNIT#
PROPERTY TAX ACCOUNT PARCEL #
DESCRIPTION OF WORK
OWNER :�)Jjy PHONE
CONTACT PERSON PHONE
FAX 42-Ag - E-MAIL—
MAILING ADDRESS
ErFAX CORRECTIONS MAIL CORRECTIONS E-MAIL CORRECTIONS
BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO
COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I
UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT
MAY BE APPLICABLE IS PROJECT I ACKN LEDG THA 0 THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY
DOCUMENTATION IN 0 AKE ND NO DISCRETIONARY APPROVAI-7SRE R QUIRED.
10 t zr
SIGNATURE DATE 74
CODE EDITIO . NS 1997 UBC, UMC, UPC: W%EC VIAQ WITH AMENDMENTS (including State Barrier Free Code)
TYPE OF CONSTRUCTION OCCUPANCIES
NUMBER OF STORIES BASEMENTS
NUMBER OF EMPLOYEES TOTAL PARKING SPACES DEDICATED TO TENANT
BARRIER FREE PARKING SPACES EXISTING
PROPOSED
STRUCTURAL CALCS PROVIDED LIGHTING BUDGET PROVIDED n
EXISTING AUTOMATIC SPRINKLER SYSTEM MANUAL AUTO NONE
EXISTING FIRE ALARM SYSTEM ay ES NO
DISCRETIONARY. APPROVALS ADB CU OTHER
FIRE PROTECTION INFORMATION (City Use Only)
..ALTERATIONS TO EXISTING SPRINKLER SYSTEM Al
,ALTERATIONS TO EXISTING FIRE ALARM SYSTEM 0^) Ei9te 777--
FIRE EXTINGUISHER TYPE/RATING 2,j:l06-*Q— QUANTITY 3v)L4--,vC-- (See Olanslor locations)
STAFF COMMENTS
PLUMBING FIXTURES WAC Table 29-A
OCC. SQ,FT.
WATER CLOSETS
Exisift Proposed
R E M F
Any request for modification,
variance or other administrative
deviation (herinafter "variance")
must be specifically called out and
identified. Approval of any plat or
plan containing provisions which do
not comply with the city code and for
which a variance has not been
specifically identified, requested and
considered by the appropriate city
offical in accordance with the
ppropriate provision of city code or
tate law does not approve any
items not to code specification.
(City Use Only)
LAVATORIES
Exjgft Proposed
M F M F
�p / 0��
PERMIT ISSUANCE APPROVALS (City Use Only)
PLANNING REVIEW & APPROVAL,,6. S
�DA,TE. f I
CONDITION9 OF APPROVAL�
FIRE REVIEW &. APPROVAL
:DATE
CONDITIONS OF APPROVAL:
BUILDING REVIEW & APPROVAL,
DATE
CONDITIONS OF APPROVAL:
L:\temp\building\forms\Tl-rvw.vsd -- 7/00
V ED& 0
CITY OF EDMONDS
COMMERCIAL TENANT IMPROVEMENT/REMODEL COVER SHEET
Directions: 'Applicants are to complete the information In the WHITE BOXES ONLY (Shaded boxes are for City use only).
This cover sheet must accompany each building permit application for a commercial tenant Improvement/remodel project.
APPLICANTky PLAN CHECK #_
DATE RECEIVED
PROJECT ADDRESS UNIT #,::V,
PROPERTY TAX ACCOUNT PARCEL #
DESCRIPTION OF WORK � 2 7-zwllr 11zAedV.'91-11&-z2:5
0 W N E R �PX -,07-- PHONE
I
CONTACT PERSON 1�5tgkl& PHONE— �Onj;�
FAX 42-J�--n&-*740 E-MAIL
MAILING ADDRESS
R FAX CORRECTIONS MAIL CORRECTIONS E-MAIL CORRECTIONS
BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO
COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I
UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMIPLIEN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT
,�OW
k !��
MAY BE APPLICABkl� TO THIS PR JECT. I AC_ THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY
1 0
DOCUMENTATIMON A TE LICATION AND NO DISCRETIONARY APP;R�OV7A;S
,;7EQUIRED.
SIGNATURE NO DATE 49 1
60DE EDITIONS' 1997 UBC, UMC, UPC, WSEC, VIAO WITH AMENDMENTS (including State Barrier Free Code)
TYPE OF CONSTRUCTION OCCUPANCIES
NUMBER OF STORIES BASEMENTS
NUMBER OF EMPLOYEES TOTAL PARKING SPACES DEDICATED TO TENANT
BARRitk-F-kEtPA:kKikd:S-P*--AC-E-S
------- EXISTING
PROPOSED
STRUCTURAL CALCS PROVIDED Lj LIGHTING BUDGET PROVIDED Lj
EXISTING AUTOMATIC SPRINKLER SYSTEM MANUAL AUTO 81NONE
EXISTING FIRE ALARM SYSTEM Efay ES NO
DISCRETIONARY APPROVALS ADB CU OTHER
FIRE PROTECTION INFORMATION (City Use Only)
ALTERATIONS TO EXISTING SPRINKLER SYSTEM
ALTERATIONS TO EXISTING FIRE ALARM SYSTEM 17-
FIRE EXTINGUISHER TYPE/RATING ",)4:(0&'C_ QUANTITY j7kV(066 (See plans for locations)
STAFF COMMENTS
PLUMBING FIXTURES - WAC Table 29-A (City Use Only)
OCC. SQ.FT. WATER CLOSETS LAVATORIES -
Existing Prol2osed Existing Proposed
a E It E 9 E R E
BARRIER FREE RESTROOMS EXISTING PROPOSED
STAFF COMMENTS
PARKING INFORMATION (City Use Only)
SPACES
USE SO.FT. FACTOR
REQUIRED
TOTAL SPACES REQUIRED
TOTAL SPACES PROVIDED
BARRIER FREE SPACES R,IEOUIRED
BARRIER FREE SPACES, PROVIDED
STAFF.COMMENTS
Any request for modification,
variance or other administrative
deviation (herinafter "variance")
must be specifically called out and
identified. Approval of any plat or
plan containing provisions which do
not comply with the city code and for
which a variance has not been
specifically identified, requested and
considered by the appropriate city
offical in accordance with the
ppropriate provision of city code or
tate law does not approve any
items not to code specification.
0
VIAO CODE COMPLIANCE INFORMATION (Table 3-4)
OCC, LOAD/ TOTAL
SQ,FT FACTOR,
STAFF COMMENTS
PERMIT ISSUANCE APPROVALS (City Use OnI
- - - ------ -
PLANNING REVIEW & APPROVAL —DATE -:�2
CON DITIONS OF. APPROVAL:—
ZJ
FIRE REVIEW & APPROVAL DATE
CONDITIONS OF APPROVA.7:�E / I
BUILDING REVIEW & APPROVAL
CONDITIONS OF APPROVAL:
DATE
L:\temp\building\forms\Tl-rvw.vsd -- 7/00
ED4
NO
CITY OF EDMONDS
COMMERCIAL TENANT IMPROVEMENT/ REMODEL COVER SHEET
Directions: Applicants are to complete the information in the WHITE BOXES ONLY (Shaded boxes are for City use only).
This cover sheet must accompany each building permit application for a commercial tenant improvement/remodel project.
PLAN CHECK # "-14sq
APPLICANT U-kk� DATE RECEIVED
PROJECT ADDRESS :;t, 1 <64- *-e., 4,4�,
PROPERTY TAX ACCOUt
DESCRIPTION OF WORK
CONTACT PERSON
MAILING ADDRESS
UNIT# Z4t�A � 0 Y
PHONE --) -2 �-- 0 - S (o V
PHONE -7-2J�; -056ZI
01FAX CORRECTIONS MAIL CORRECTIONS E-MAIL CORRECTIONS
BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO
COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I
UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT
MAY BE APPLICABL�O THIS PROJECT * I C OWLFMGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY
DOCUMENTATION I TO R�EA�;. ICATION AND NO DISCRETIONARY APPROVALS ARE REQUIRED.
,9��'WWMJFI UUMPAP WA-F.FAWFAVA XTIVAI'-t MENERafffflom
CODE EDITIONS 1997 UBC, UMC, U#C, WSEC, VIAQ WITH AMENDMENTS (including State Barrier Free Code)
NO -
TYPE OF CONSTRUCTION OCCUPANCIES
NUMBER OF STORIES BASEMENTS
—1—� ) —
NUMBER OF EMPLOYEES— TOTAL PARKING SPACES DEDICATED TO TENANT
BARRIER FREE PARKING SPACES EXISTING
PROPOSED
STRUCTURAL CALCS PROVIDED LIGHTING BUDGET PROVIDED
EXISTING AUTOMATIC SPRINKLER SYSTEM MANUAL AUTO [FrN 0 N E
EXISTING FIRE ALARM SYSTEM [ErYES NO
.DISCRETIONARY APPROVALS ADB CU OTHER
FIRE PROTECTION INFORMATION (City Use Only)
ALTERATIONS TO EXISTING SPRINKLER SYSTEM Aj [A
ALTERATIONS TO EXISTING FIRE ALARM SYSTEM MO atJ r-cqf— 777
FIRE EXTINGUISHER TYPE/RATING 2A- (cO45, QUANTITY 8t4kLAAj6- (See plans fbrlocations)
STAFF COMMENTS
PLUMBING FIXTURES WAC Table 29-A (City Use Only)
OCC. SIFT.,
WATER CLOSETS
Existing Proposed
M E M F
LAVATORIES
Existing Proposed
M M: �F
BARRIER FREE RESTROOMS EXISTING —,.PROPOSED
STAFF COMMENTS
Any request for modification,
variance or other administrative
deviation (herinafter "variance")
must be specifically called out and
identified. Approval of any plat or
plan containing provisions which do
not comply with the city code and for
which a variance has not been
specifically. identified, requested and
considered by the appropriate city
offical in accordance with the
appropriate provision of city code or
state law does not approve any
items not to code specification.
0
PERMIT ISSUANCE APPROVALS (City Use Only)
PLANNING REVIEW& APPRdVAL,�.. DATE_*
CONDITIONS OF APPROVAL.
FIRE REVIEW &APPROVAL ��DATE
CONDITIONS OF APPROVAL:
BUILDENGREVIEW & APPROVAL DATE
CONDITIONS OF APPROVAL:
L:\temp\building\forms\Tl-rvw.vsd -- 7/00
ED 0 9
CITY OF EDMONDS
COMMERCIAL TENANT IMPROVEMENT/ REM OD EL COVER SHEET
Directions: 'Applicants are to complete the information in the WHITE BOXES ONLY (Shaded boxes are for City use only).
This cover sheet must accompany each building permit application for a commercial tenant Improvement/remodel project.
LAN
�p 'CHE 7-
D'
DATERECEIVE
._�'APPLICANT'i
PROJECT ADDRESS
UNIT C��2 -7
292�h, �� _
PROPERTY TAX ACCOUNT PARCEL # .0 5"'�V /KtO
DESCRIPTION OF WORK 2 72 5-- �-/? /~. LOW i � 9 ZZ 9 2) � 7 �
913
OWNER )Z:I-_,--;W ;P
41e7-- I PHONE
CONTACT PERSON - E-MAIL PHONE
FAX 42r --n& - *1
- 2
MAILING ADDRESS
FAX CORRECTIONS MAIL CORRECTIONS E-MAIL CORRECTIONS
BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO
COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I
UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMI�!�IEN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT
,�OW
L �t�
MAY BE APPLICABk; TO THIS PR JECT. I ACI - , I THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY
DOCUMENTATION I NJW-+M To A TE LICATION AND NO DISCRETIONARY APPROVA
,�S ARE EQUIRED.
I I
SIGNATURE DA Irl.
,-,CODE. EDITIOS',�:.,".� 1997 UBC, UMC, UPC, WSEC, VIAO WITH AMENDMENTS (including State Barrier Free Code)
TYPE OF CONSTRUCTION . OCCUPANCIES
NUMBER OF STORIES BASEMENTS
NUMBER OF EMPLOYEES TOTAL PARKING SPACES DEDICATED TO TENANT
8 E EE d 'E"IS
ISTING PROPOSED
EX
STRUCTURAL CALCS PROVIDED 11 LIGHTING BUDGET PROVIDED
EXISTING AUTOMATIC SPRINKLER SYSTEM MANUAL AUTO aNONE
EXISTING FIRE ALARM SYSTEM []�YYES NO
'Y - 00k iV L ADB CU OTHER
Any request for modification,
variance or other administrative
deviation (herinafter Nvariance*)
must be specifically called out and
Identified. Approval of any plat or
plan containing provisions which do
not comply with the city code and for
which a variance has not been
specifically identified, requested and
considered by the appropriate city
offical In accordance with the
appropriate provision of city code or
state law does not approve any
items not to code specification.
9
E
OCCUPANT LOAD CALCULATIONS (City Use Only)
-0
OCCA
FACTOR',"
777777
"Y
L:\temp\building\forms\Tl—rvw.vsd -- 7/00
ED
CITY OF EDMONDS
COMMERCIAL TENANT IMPROVEMENT/ REMODEL COVER SHEET
Directions: Applicants are to complete the information in the WHITE BOXES ONLY (Shaded boxes are for City use only).
This cover sheet must accompany each building permit application for a commercial tenant improvement/remodel project.
PLAN CHECK
-D 44
DATE RECEIVED"
PROJECT ADDRESS —:Z-/ T) — ".A 4. UNIT#
PROPERTY TAX ACCOUNT PARCEL# lv3;X�7 InM-7
DESCRIPTION OF WORK_a��2L=9,A�
I I
OWNER 1��, A-00 07 Z:!;--- .6 Ee
PHONE
CONTACT PERSON PHONE --nr7 —0JWe4
FAX qx- 11(4;-J;'7 E-MAIL
MAILING ADDRESS
0-<AX CORRECTIONS El MAIL CORRECTIONS E-MAIL CORRECTIONS
BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO
COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I
UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT
MAY BE APPLICABLE * -ViIS PROJECT I ACKN LEDG THA 0 THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY
DOCUMENTATION nft 10 A-AKE ND NO DISCRETIONARY APPROVALS RE R QUIRED.
SIGNATURE DATE 71 74W
.CODE:, EDITIONS..::."::: I
997 UBC, UMC, UPC, VAEC VIAO WITH AMENDMENTS (including State Barrier Free Code)
TY PE 0 1 F C 1 0 1: N S . T . RU .. CTION ��PANCIES
NUMBER OF STORIES 2— BASEMENTS
NUMBER OF EMPLOYEES TOTAL PARKING SPACES DEDICATED TO TENANT
.:BAR RiER fhttPARKING: SPACES: : EXISTING
PROPOSED
STRUCTURAL CALCS PROVIDED LIGHTING BUDGET PROVIDED
EXISTING AUTOMATIC SPRINKLER SYSTEM MANUAL AUTO [aNONE
EXISTING FIRE ALARM SYSTEM ErYES NO
SCRETIONAAYAPRROVALS.,��:� ADB CU OTHER
,Any request for modification,
variance or other administrative
�devlatlon (herinafter Overiance")
4must be specifically called out and
identified. Approval of any plat or
I Ian containing provisions which do
1p
not comply with the city code and for
i which a variance has not been
,�peclfically. Identified, requested and
considered by the appropriate city
offical In accordance with the
' ' appropriate provision of city code or
.state law does not approve any
Jtems not to code specification.
0
OVAL
im A.M.17 - I I
L:ktempkbuilding\forms\Tl-rvw.vsd -- 7/00
Ah
Ah
IMMEMMEMMEM
ME
IME
NEEMMMMMMMM
MENEM
MENEM
EMEMEEMEMEMENOM
mom
ME
mmomomm�m
MMMWIMEMMOEM
MENEM
MEMNON
ME
MEEMEM
ME
mom
MENEM
mmmmmommmi
VAAMOMMEM60REM
0
mmmomom
No
rAm
mmmmmoommolin
mom
MENNERENNOMMENNEENNE
AME
MEN
ME
0
MENEM
MOMMEMEMEM
MONME
MOM!
No
MMEWN
mommmommommommmo
NO
W11
ommommommomm
IMM
MEN
MENEM
EMEMMION
AMMENEEME
ME
mom
MENEM
MEMEM
EMENMEMMEMNE
EMIMEMEM
MENEM
MEMOMMEMEMEM
ME
NNEMEM
ME
MEN
mom
Classification
No.20-0
TEST RESULTS
MATERIAL DESCRIPTION
Maximum. dry density = 109 pcf
Optimum moisture = 12.%
Sample# I -Grey sand
Project No. 99-648 Client: Harnmerworks
'Project: 210 5t.h Avenue
210 5th ave, Edmonds
e Location: Onsite stockpile
Remarks:
Date Obtained 1-28-00
Tested by A. Duong
Reviewed bar
COMPACTION TEST REPORT
OTTO ROSENAU & ASSOCIATES, INC.
Particle Size Distribution Report (A
136)
10(
9(
8(
A
w
LU 6(
z
Z 5C
LU
C.)
w
LLJ 4C
0-
3C
2C
1C
0
1110111111IM111411Mk
F
1111100111111110111111110
EMINUM1111110011
111111LIffiliflIMM1111010
500 100 10 1
- 0.1
0.01
0.001
GRAIN SIZE - mm
% COBBLES
% GRAVEL
%-SAND
% SILT I % CLAY
0.0
2.7
96.7
0.6
SIEVE
S.IZE
PERCENT
FINER
SPEC!
PERCENT
PASS?
(X=NO)
3/4 in.
100.0
3/8 in.
98.3
1/4 in.
98.0
#4
97.3
#10
94.5
#40
43.6
#100
2.8
#200
0.6
(no specification provided)
Sample No.:. I Source of Sample:
Location: Onsite stockpile
OTTO ROSENAU
&ASSOCIATES, 'INC.
Soil Description
Sample# I -Grey sand
Atterbera Limits
PL= NT LL= NT Pl= NT
Coefficients
D85= 1.24 D60 0* 612 D50= 0.488
D3o= 0.319 D 1 5: 0 226 D10= 0.197
Cc,= 0.j
Cu— 3.10 4
Classification
USCS= SP AXAS—F TO= A-l-b
Remarks
Date Obtained 1-28-00
Tested by A. Duong
Reviewed by W. Hansen
Client: Hammerworks
Project: 210 5th Avenue
210 5th ave, Edmonds
Project No: 99-648
Date: 1-3 1 -00
Elev./Depth:
Ah
Ah
0
ME
ME
MEEMEMEMEN
ME
NONE
MMOMMENE
OEM
ME
ME
ME
EMEMMEMM
MOMMEWINEENNO
M1
J
IMMEMOMMERN
ME
MEMEN
11111111111W
'A
MEMEME
m�m�mom�
MOM
No
OEM
No
MEMOM
ME
EMOMMEEMEMENE
ME
ME
MEN
EMEME
ME
MENOMMEMNEEMEEMENE
ME
ME
EMMENEMMMEMEMNE
ME
MENMEN
MOMM
MEN
Classification
ROCK CORRECTED TEST RESULTS
UNCORRECTED
MATERIAL DESCRIPTION
Maximumdry density= 129 Pcf
Optimum moisture 7.5 %
126 pcf
8.5%
Sample #2 - Grey 5/8" minus crushed rock
Project No. 99-648 Client: Harnmerworks
Project: 210 5th Avenue
2 10 Sth ave, Edmonds
Location: Onsite stockpile
1� Remarks:
1:
1 Date Obtained 1-28-00
Tested by A. Duong
Reviewed by W. Hansen
COMPACTION TEST REPORT
OTTO ROSENAU & ASSOCIATES, INC.
Particle Size Distribution Report
TM C 136)
I
of
w I
Z
LL
Z
w
w
0-
GRAIN SIZE - mm
% COBBLES
%GRAVEL
% SILT % CLAY
0.0
74.8
—%SAND
23.9
1.3 1
SIEVE
SIZE
PERCENT
FINER
SPEC!
PERCENT
PASS?
(X=NO)
I in.
100.0
3/4 in.
88.5
5/8 in.
80.7
3/8 in.
45.9
1/4 in.
32.0
#4
25.2
#10
12.8
#40
4.0
#100
2.1
#200
1.3
(no specificahon provided)
Sample No.:. 2
Location: Onsite stockpile
Source of Sample:
Soil Description
Sample #2 - Grey 5/8" minus crushed rock
Atterbern Limits
PL= NT LL= NT
Pl= NT
Coefficients
D.qg;= 17.4 D60= 11.7
D50= 10.2
Dj6= 5.85 D15= 2.48
D10= 1.44
CU= 8.16 Cc= 2.02
Classification
USCS= GW AASHTO=
A-l-a
Remarks
Date Obtained 1-28-00
Tested by A. Duong
Reviewed by W. Hansen 6&�O.
./p, 1_��
OTTO ROSENAU Client: Harnmetworks
Project: 210 5ffi Avenue
&.ASSOCIATES, INC. . 210 Sth ave, Edmonds
Prolect No: 99-648
Date: 1-31-00
ElevJDepth:
Report Number: 001
Project:
Address:
Client:
Contractor —
Inspector: A. i
Date: 1-28-00
0*0 ROSENAU & ASACIATES, I -NC.
Construction Inspection & Material Testing
6747 M.L. King Way South, Seattle, Washington 98118-3216
Tel:(206) 725-4600 - Toll Free:(888) OTTO-4-US - Fax:(206) 723-2221 - Website: www.oUorosenau.com
WBE W2F5913684 - WABO Registered Agency - A21LA Accredited Laboratory
2105 th Ave.
2105 th Ave., Edmonds
Hammerworks
Hammerworks
SOILS INSPECTION REPORT
Permit Number:
Job Number:
Architect:
990570
99-648
NUCLEAR DENSOMETER RESULTS
(TESTED IN GENERAL ACCORDANCE TO ASTM D2922)
Wet-
%
Dry
%
%
Test Density
Moisture
Density Lab
Compaction
Compaction
# Location Elevation (#/cu.ft.)
Content
(#/cuft) Density
Required
Achieved
1 20' E. of west end ramp 5 Y2'B.G. 106.7
9.1
97.8 109
95
89.7(low)
On site to perform soil compaction test on compacted fill for NW corner parking entrance ramp. Need re -compacted and retest.
Cnnis-_, M,
owner
x
Contractor
Architect
x
Building Dept.
x
I Engineer
Reviewed by:
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in
full, without written permission from our firm is strictly prohibited.
Page 1 of 1
0*0 ROSENAU & ASACIATES, I*NC.
Construction Inspection & Material Testing
6747 M.L. King Way South, Seattle, Washington 98118-3216
Tel:(206) 725-4600 - Toll Free:(888) 070-4-LIS - Fax:(206) 723-2221 - Website: www.offorosenau.com
WBE W2F5913684 - WABO Registered Agency - A21-A Accredited Laboratory.
SOILS INSPECTION REPORT
Report Number: 002
Project:
210 5' Ave.
Permit Number: 990570
Address:
210 50'Ave., Edmonds
Job Number: 99-648
Client:
Hammerworks
Architect:
Contractor:
Hammerworks
Enoineer:
Inspector: C. Bechtold
Date: 1-31 -00
NUCLEAR DENSOMETER RESULTS
(TESTED IN GENERAL ACCORDANCE TO ASTM D2922)
wet'
%
Dry
%
%
Test
Density
Moisture*
Density Lab .
Compacfion
Compaction
#
Locabon
Elevation (#/cu.ft.)
Content
(#/cu.ft.) Density
Required
Achieved
1
4' East of ramp-south-9"
-4'below 112.5
8.1
104.1 109
95
95.5
2
4' East of ramp-middle-8"
Grade 113.2
7.6
105.2
96.5
3
20' East of ramp-7"
114.1
8.2
105.4
96.1
4
28' East of ramp-7"
11.3
104.2
95.6
Figure 1 shows approximate locations of tests. Tests performed approximately 4 ft. below west side driveway elevation.
rnnipq tn-
Owner
x
[Contractor
Archftect
x
I Building Dept.
x I
Engineer
I
k---, / -
Ri
Reviewed by:
This report applies only to the items tested or reported. and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in
full, without written permission from our firm is strictly prohibited.
Page 1 of I
0*0 ROSENAU & ASACIATES, I-N.C.
Construction Inspection & Material Testing
6747 M.L. King Way South, Seattle, Washington 98118-3216
Tel:(206) 725-4600 - Toll Free:(888) OTTO-4-LIS - Fax:(206) 723-2221 - Website: www.offorosenau.com
WBE W2175913684 - WABO Registered Agency - A2LA Accredited Laboratory
SOILS INSPECTION REPORT
Report Number: 003
Project:
th
2105 Ave.
Permit Number: 990570
Address:
th
2105 Ave., Edmonds
Job Number: 99-648
Client:
Hammerworks
Architect:
Contractor:
Harnmerworks
Enaineer:
Inspector: J. Abson
Date: 1-31 -00
NUCLEAR DENSOMETER RESULTS
(TESTED IN GENERAL ACCORDANCE TO ASTM D2922)
Wet-
%
Dry
%
%
Test
Density
Moisture*
Density Lab
Compaction
Compaction
#
Locabon
Elevation
(#/cu.ft.)
Content
(#/cu.ft.) Density
Required
Achieved
1
Ramp +3'west of alley
-3-
116.3
3.6
120.4 129
95
93
2
Ramp +4' west of alley
-3'
115.2
4.1
111.1
86(low)
3
Ramp +4'west of alley
-3'
1 f8.4
4.0
123.1
95
Advised contractor to use "roller" type compaction device instead of "flat plate" currently in use. Also advised continued compactive efforts
once ".roller" type is on site. Sample gathered for proctor/sieve.
r-nnip-q tn-
Owner
x
Contractor
Architect
x
Building Dept.
x
I Engineer I
Reviewed by:
This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in
full, without written permission from our firm is strictly prohibited.
Page 1 of 1
Apr-19-00 01:ZOP P.02
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FIRE. Ropqp&TWashington
CITY OF EDMONDS
0 1 9
4 V__
Address of Construction:
/� :�<,Or C- 5 -70 Zl�/_5
SIDE SEWER PERMIT
PERMIT :1 1" 7, 9168
Property Legal Description (include all easements): -7
-A ROwner and/or Contractor:
State License No. Building Permit No.
11 Single Family
13 Multi -Family (No. of Units
M.4L-_0_M M e r c i a
11 Public
Invasion into City Right -of -Way:[] No 0 Yes
RW Construction Permit No.
Cross other Private Property: El No 0 Yes
Attach legal description and copy of recorded easement
S
I certify th#1 have read and shall comply with all city requirements Date
as inclicaWd on the back of the Permit Card.
* CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
OFFICE USE ONLY
FOR INSPECTI N CALL 771-4202,-PUBLIC WORKS DEPT.
Issued By(-- "4=
Permit Fee: -C-3 C
Trunk Charge: Date Issued4:
Assessment Fee: Receipt No.:
Lid No.:
Partial Inspection: Date —Initial —
Comments
Reason Rejected: Date —Initial
Final Inspection Approved: Date69-2-20eD lnitial��.
** PERMIT MUST BE POSTED ON JOB SITE **
White Copy: File Greerii Copy: Inspector Buff Copy: Applicant
Revised 3 90
The City of Edmonds Side Sewer Drawing
EASEMENT NO . ......................... ...........
NEW CONSTRUCTION 0- REPAIRS E] LID NO . .................. ASMT. NO
OWNER.................................................. ............................................ CONTRACTOR ...................... PERMIT NO.
JOB ADDRESS ...... 2.4.0 .. ...... �-�A ---
... $!P! ............. ....... LEGAL DESCRIPTION: LOT NO . ............. ........................ BLOCK NO . ................
m1w 3q-c-*7
1p
lrd�o
4 , m,68,
NAME OF ADDITION
-5-"A Ave _40-
Approved:
-c-
1� r�l
E
PWW-0001-11175(REV.11/78) DATE ........ By ?-Z-e ------------------------------------
CA FIL E IVO.
Critical Areas Checklist
----------------- --------------------------------------------
Site Information (soils/topography/hydrology/vegetation)
I . Site Address/Location: 210 5th Avenue, 5 Edmonds Washington 98020
2. Property Tax, Account Number: 2327-03-4-079-0007
3. Approximate Site Size (acres or square, feet): 12,271 Square*Feet
4. Is this site currently developed? X yes; _ no.
If yes; how is site developed? Paved T)arking lot with public storage building.
5. Describe the general site topography. Check all that apply.
X Flat: less than 5-feet * elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of I 0-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
I 0-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 3 0% present on site (a vertical rise of I 0-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-r ound standing water: No Approx. Depth: N/A
7. Site contains areas of seasonal standing water: No Approx. Depth: NIA
What season(s) of the year? NIA
8. Site is -in the floodway No floodplain No of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? No Flows are seasonal? N,, (What time of year? N�A
10. Site is primarily: forested meadow shrubs mixed_
urban landscaped (lawn,shrubs etc) X
11. Obvious wetland is present on site: No
A4�
.. ........ ..... .. ......
V
.a
..........
T S
C
a C .r
..... ...... ... . ....... ... .
..th .... .. d, ... %
V
.... . . A -A
..........
W _P
AIV.-I f::':
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 a development
permit 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).
An applicant, or his/her 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 ste*ps 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 assist staff in completing their prelirninary
assessment of the site
I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the
best of my knowledge (fill out the appropriate column below).
Owner/Applicant:
210 Fifth Avenue Partnership
Name
400 Dayton, Suite C
Street Address
Edmonds, WA 98020
city State Zip-
(425) 775-0564
Telephone
Signature
Pate
Applicant Representative:
Butterfield Design Group
Name.
400 Da yton, Suit e C
Street Address
Edmonds, WA— 98020
CitY State.�-
zip
(425) 775-0564-'
Telephone
Signature
Date
exeception\Janakaddoc (over)
41 '? C . 1 S W-)
April 6, 1999
01 0
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
210 Fifth Avenue Partnership
400 Dayton, Suite C
Edmonds, WA 98020
Subject: Determination regarding Critical Areas Checklist # 99-80
BARBARA FAHEY
MAYOR
Dear Applicant:
Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City
is located on the reverse side of the form (bottom of page).
It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records.
........... ........... ........
.. ....... ........ ..........
................. ........ ....... ........
............
........... .........
..... .. ..........
..........
... ..... .. ... .... ... ................
............. ..... T ON 0
. .. ......... .................... ... ... ... ...........
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENWRONMENTAL CHE—CKLMr OR CRITICAL AREAS STUDY,
The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a
project -specific determination.
mo, You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL AM
PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED.
Permit applications include the following:
Building Permits
Conditional Use Permits
Subdivisions
Variances
Applications to the ADB* Land Use Applications
Any other development permit applications.
Enc: Critical Areas Determination
* Architectural Design Board
Thank you.
Sharla Graham
Planning Secretary
C:ReceptionUana\CRLTR.doc
Incorporated August 11, 1890
Sister City - Hekinan, Japan
Travis Dever
Northwest Awning & Fabric
(206) 285-2941
3'9"height
i i
67wide
The graphics will be painted onto a black Sunbrella cover using acrylic latex
paint. The logo will be 2'tall x 4'8"wide."Your neighborhood coffee house" will
be 4" tall x 4'8" wide. These graphics total 10.85 square feet per awning. This
will be printed onto 2 awning covers for a total of 21.7 square feet.
East Elevation
24'5"wide
I
Blade
Sign
I
IiThe square footage of
the sign is 3.75 square
feet. Adding that to the
1'60 square footage of the
awning graphics totals
21.45 square feet.
216'0
46'9" lineal front footage
i.u, J
ENGINEERIN
APPROVED By PL
[I.rk
JTY OF EMONDS
BUILDING T)FPAR7WTk,'
W 0 R K -Z T
ADDR
OWN
APPROVED DATE
BLDG OFFICIAL
"-we I
Kil EIRE T F, � L E
PLANNING DATA
SIGN PROPOSAL
Name: G a+ie� LOLAVir-e-
Review Date:
Site Address: 'ki 0: AV-e-
Permit Number: BLD.20 0 7,
.
NP\IV OLVI"J'Vl�
(A2—) n1CW (0106(C— S( 43 "1
Project Desc ription:
Zonin g:
Comp Plan:
Corner Lot: (YES 0
Flag Lot; (YES 10
Variance:
Shoreli I ne:
ADB:
CUP:
Pre-App:
LLA:
Plans Match ADB Approved: (YES NO)
Lot Aggregation Required: (YES NO) .1�
Legal Nonconforming Land Use Determination Issued: (YES NO)
Total Area Per Sign
Typ e of Sign
Allowed in
Matrix
Allowed.orea
Unit
TOTAL sign
area allowed
Proposcd-sign
.
zone?
conditions
met?
per unit
for this sign
area
Example
Wall wlinfernal
Yes, with
Yes
I sq. ft./lineal
ff. attached
41 ft. attached
41 square feet
20 square feet
illumination
conditions
wall
wall
Sign #1
on
Sign #2
pyo3echn3
3#75
10kak
Sign #3
T4
TOTAL Sign Area for Tenanf/Sife
.Max Permitted:
Previous Total:
Proposed Total:
Sign Height
Sign Type:
Max Permitted:
6<ay&AC9,
Actual Height: C). 45
Sign Type-
Max Permitted:
VVI 41- �c
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign Lighting
Sign Type:
Proposed:
Allowed in Zone:
Sign Type:
Proposed:
Allowed in Zone:
Sign Type:
Proposed:
Allowed in.Zone:
Sign'Colors
Proposed- Ac*- w-t" - 4-c,
Y- cA
Acceptable?
Requires ADB Approval?
Sign Location
If freestanding and 3-feet or over meets setbacks?
Required Setbacks
Street:
Si e:
Side:
Rea
ActuaVSetbacki
Street:
Side:
Side:
Rear:
Landscaping for Freestanding Signs
Size:
Location:
Critical Areas Determination #:
El Study Required
ElWaiver
Other
6LrCA6 OjyfNi a 61L+14.4
VVI 5
VVf AJ
Plan Review By: Gina Janicek, Associate Planner
1-4 —vu-
�2
I
2OLF-MLIP, 0 52
12:4.0
E,,-Is.r oovg4,c
OE7_7VROW OYEA
11,41 W =9
EXIS&W 17REMP77--i
CaVIVE0710V
1-rx4!'W 7EE OU*IAMJ)
1-r SPOOL
I-V GAW VALVE
1-4r GAIE VALVE
CON C' E BLDMIC
- _I 2-G
1-,2
)N TO BE
SIGNER Cie
NNO THE
BE
37RUCTION.
A 2-<�,ZSZ, i
NEW YREE VM
SEE LMADSW.E PuK D
SHEET L-1 c
RaJWA-M EWFMG
PARKING SICK SEE
M
EX E SEE SIDL I" PLAko �10
EET A-1 0
m
ZXS, r. 6WOSSX, W A'
MW MR AMW
z
WHEELMAR RAMP
SEE DUAIL SHEET A
z
m
m
z
4'G,V, (FLY,10,J) MOM' MiX AV
cammr&- IN Mo
F-1 WJ
6ex4p-IIcr="r- (M
6 L
DRAW (n
M.41W0ZF tQ
Mo
ORTIONI 7-H
o(,o rH45 A /f
d4re; H,* s '000 " t pil3r.
41r, aw)l I L!
(FL la�-Cd
L
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'o Y4
v
0 PIP 101
September 29, 2000
Letter of Agreement between:
City of Edmonds, Planning Department
City of Edmonds, Engineering Department
Sound Disposal, Inc.
Samoset, LLC
TAIYLOR-GREGORY
ARCHITECTS
This agreement is in regards to the access to the Clumpster enclosure behind the Bella Coola
Condominiums located at 654 — 5 th Ave S, Edmonds, Washington.
Presently, the north/south alley, which extends to the north of Erben Street between 5"' Avenue
and 4 th Avenue, has been blocked by a curb, which'was placed there upon orders from the City of
Edmonds. The purpose of this curb was to alleviate any additional traffic utilizing the north/south
alley, part of which is privately owned.
The closure of the north/south alley has made it impossible for Sound Disposal to access the
dumpster enclosure at 654 — 5�h Ave South. This letter outlines a solution to this problem and,
upon acceptance from all parties listed, work will commence no later than 30 days of the signing
of this agreement.
Proposed solution: The curb and landscaping will be removed from the alley in question. A
suitable metal gate will be installed, allowing access to the rear of 654 — 5"' Avenue South I rorn
the alley to the north for use by sanitation and emergency vehicles only. This gate will rernaill
closed and secured during times other than those previously mentioned. The gate will be Of wbo-
metal construction, each section being approximately 8' in length. The two swing -arm galos will
meet in the middle of the driveway and secured by a metal rod, which will drop into a sloovo ill
the pavement. This rod will be designed in such a way to allow a padlock to be utilized, it noodod,
The gate will be painted with a light-colored exterior paint, making it highly visible to approaching
vehicular and pedestrian traffic. Although the original curb was installed under direction of 1110
City, the property owner will take financial responsibility for this proposed change. Any
improvements deemed necessary to the alley outside (north) of the property in question will bo
the responsibility of the City of Edmonds.
Agreed to and acknowledged by:
/0 0
Mr. Brad Beddall, Date
Samoset, LLC
City of Edmonds, l5ate
Engineering Department
nd Disp6stil, Inc.
61 Edmonds, '—
ning Department
-00
Date
I � /0/7-/00
Date
A Limited Liability Partnership Phone 42�.711,1510
654 5th Ave. South, Suite 300 Fax '1)'� /Id OW I
Edmonds, WA 98020 inioUtayllmlivotply t 11fol
CA
0
PERMIT #:
EXPIRES: C-X)
4P)
City of Edmonds ISSUED: C>n
THIS CARD MUST BE POSTED ON SITE AND AVAILABLE TO THE INSPECTOR
Owner: IBEIW_v �U_ Setbacks for 13 C_ -Zone
Site Address_:_fQ-L)!!t -'-') /7Lr- -X,)4//7
Front: 0 Rear: 0
Side: Height: Z,:�;-tS
Variance #:
Inspections
pproved
Date
Notes
#1 ENGINEERING Mobil ization/Erosion Control
MOBILIZATION AND EROSION CONTROL INSTALLATION MUST
BE APPROVED PRIOR TO COMMENCEMENT OF ADDITIONAL WORK.
(425) 771-0220 x 326 Detention
Tightline
R/W Construction
9W
t3
T?>ATrT
_5fejot
#2 SITE/DEMOLITION Pre -Demolition
5&*0&f1-E,0q61,V,a Asbestos SAPCA Permit
Rlcob Sewer Cap
Cleaned Site/Final
#3 FOUNDATION Setbacks
Footings
Foundation Wall
Piers
Retaining Wall
Slab Insulation
#4 PLUMBING Ground Work
Permit #Z,_VC1(d&W 'Rough In k)43rer
Other
4 7.
SLA A
#5 MECH/HVAC Gas Test/Pipe 0 -
P e r in I t # P7 A-WeT, Equipment
#6 FRAMING Exterior Sheathing
Shear Nailing
First Floor Framing
Framing
Height Check
zv
-or-,
Oki
#7 INSULATE/CAULK Wall
Floor
Ceiling
#8 SHEETROCK. NAIL
---------
#9 PUBLIC WORKS Side Sewer# 4?oS-81
(425) 771-0235
Water Service
000A nc.P%%,stvt*-)CjAR1(.V-Xross Connection Control
#10 FIRE Hydrant
(425) 771-0215 Fire Protection Sy
Extinguishers
Addressing Visibility
7. 7 71
I
4
----- - - or ------
--- Tr
,17;stem
5* / �
-------------
r -,,-
& w� 1) -,
�5
E-V
.4
ts
FINAL PROJECT APPROVALS Fi-Wi-+ atnf
TX41
�LLEY
141- ro 11
TYPICAL
ER PER
' FUIBLIC
:mu EN -
ID WOOD
Til,
181-ioll
M&M�NLUFACTI
NC
CATCHBASIN
re:l
P-P JO(T
0
Mr. Jim Walker, City Engineer
121 5 th Avenue North
Edmonds, WA 98020
Dear Jim,.
Brad Butterfield, Jacque Mayo, Steve Bullock and I met regarding the dimensions
of 5 or 6 parking spaces in the underground parking garage at 210 Fifth Avenue
South. Mr. Bullock and I agreed that, according to ECDC, the 5 or 6 parking
spaces under discussion should have a reduced width dimension of 8' 0". These
reduced width dimensions meet the intent of the code, as well as provide the
maximum number of off-street parking stalls at this project. I told Mr. Butterfield
to proceed with the reduced width stalls.
Sincerely,
Cc� Brad Butterfield
Steve Bullock
RIECEIVED
MAY 17 2000
DEVELOPMENT SERVICES
LPH
8
V
1,11 C. 1 S01
0 0
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
August 6, 1999
Mr. Bryant Mercil, PE
Group Four, Inc.
16030 Juanita -Woodinville Way NE
Bothell, WA 98011
SUBJECT: Proposed Mixed Use Building at 210 Fifth Avenue'South
(ADB-99-71)(PC 99-134)
Dear Mr. Mercil,
BARBARA FAHEY
MAYOR
The Engineering Division reviewed your revised civil site design. The review team notes
the following revisions/corrections. Please contact the review team members directly for
questions regarding their comments.
Storm Drainag-e- — Don Fiene. Mdraulics Engineer at (425) 771-0220. Ext. 323
* Provide adequate cover on detention tank, as shown in detail on C6/6.
• Provide verification of sight distance approaching alley access from garage.
• Provide minimum of 7'-0" overhead clearance into and out of garage.
• Provide request for waiver for access slope. The City typically requires a landing
20 feet long at a maximum slope of 6%.
• Provide parking stall dimensions that conform to ECDC.
• Maximum slope allowed on parking stalls is 6%.
• Revise proposed pavement striping on Fifth Avenue South as shown
Utilities — Jim Waite, WaterlSewer &j2ervisor at 02�) 771-0235
• Placement of pump sump in alley requires issuance of a Street Use Permit.
• Revise note on water valve connection.
Show other utilities in the alley to prevent potential conflict with the proposed pump
chamber. When the revisions are complete, please return the attached redlined plans
Incorporated August 11, 1890
Sister City - Hekinan, Japan
Bryant Mercil, P.E.
Group Four, Inc.
August 6, 1999
Page 2
together with three sets of revised plans for additional review. It will be necessary to
provide a construction cost estimate for City staff to determine the Engineering Division
fees. If you have any other questions, do not hesitate to contact me at 775-7744.
Sincerely,
ORDON C. HYDE
Development Services Engineer
GCH/cmc
Enclosures
c: Lara Knaak, Permit Coordinator
Brad Butterfield - Fax
R:\ENGR\GORDY\907 I a.DOC
-comm. ONRL- DATE AUG-06-1 --***** TIME 14:11 *** P.01
MODE = MEMORY TRANSMISSION START=AUG-06 14:10 END=AUG-06 14:11
FILE NO.= 053
STN NO. COM ABER NO. STATION NAME/TEL.NO. PAGES DURATION
001 OK a 97765?46 003/003 00:00158"
-CITY OF EDMONDS -
-DEU SERU DEPT - ***** - 4257710221-
CITY OF EDMONDS 121 Fifth Avenue North Edmonds, Washington 98020
FAX COVER SHEET
To:
Brad Butterfield
Butterfield Design Group
Phone:
Fax phone: (425) 776-5746
CC:
Date: -August 6, 1999
Number of pages Eincluding cover :shev: 3:
From:
Conni Curtis
Administrative Assistant
Phone: (425) 771-0220
Fax phone: (425) 771-0221
RENLARKS: [:] Urgent E] For your review E) Reply ASAP [] Pleage comment
Letter regarding mixed use building @ 210 Fifth Avenue South.
0 0 �-r F, W�'- '. 9z 10 !Fti ht4!-:; 5
4)-
D.W CLOSE COMPANY
ELECTRICAL CONTRACTORS
City of Edmonds
121-5'h Ave. North
Edmonds, WA
98020
425-771-0220 / 425-672-5750 fax
Atm. Lyle Chrisman;
Here are some photos of before and after, also a photo of the grounding.
Thanks for the call for this project. Hope to work with you again some time.
iSincerely
J
jorn Larsen/
Project Manager
D.W. Close Company, Inc.
4304 So.131st. Pl.
P.O.Box 69670
Seattle, WA 98168
(206) 242-0058
(206) 242-2299 fax
Equal Opportunity Employer
MAR 2 - 2001
ENGINEERING DIVISION
03/01/01
Member MYR Group
D. k CLO'SE COMPANY INC. 0
E)(ISTING LIGHT POLE
NEW LIGHT POLE BEING INSTALLED
RECEIVED
MAR 2 - 2001
ENGINEERING DIVISION
D. W. CLO'SE COMPANY INC.
RECEIVED
MAR 2 - 2001
ENUNEERING DIVISION
EXISTING LIGHT POLE BASE
NEW CONCRETE POURED AROUND NEW LIGHT POLE
D. W. CLOSE COMPANY INC. RECEIVED
MAR 2 - 2001
ENGINEERING DIVISION
VIEW OF DIRECT BURIAL WIRING AND GROUND ROD
NEW LIGHT POLE BEING WIPED
CilrGROUPFOUAIM.
16030 Juanita- Woodinville Way NE
Bothell, Washington 98011
FAX (206) 362-3819
(425) 775-4581 - (206) 362-4244
August 4, 1999
Mr. Gordon C. Hyde
Development Services Engineer
City of Edmonds
1215 th Avenue North
Edmonds, WA 98020
RE: Request for Variance — Maximum Parking Lot Grades
Proposed Mixed Use Building at 2 10 5th Avenue South
(ADB-99-71)(PC 99-134)
Group Four Job No. 99-4505
Dear Gordie:
R i�rll �' �-� f�Q�' i\" � � ly"�14 D
AUG 0 5 1339
ENO �; P RG
This letter has been written to request, on behalf of our clients, Butterfield Design Group, a
waiver of the maximum parking slopes required by Section 18.95.020(D) of the City of Edmonds
Community Development Code at the following two locations in the above referenced building:
1. As shown on sheet C-4 of the engineering plans, a grade of 13.00 percent has been proposed
for the driveway into the garage from the alley behind the proposed building. The length
available for the access driveway is limited by building structural considerations. The
proposed grade is needed to provide sufficient headroom at the bottom of the driveway. The
proposed driveway will have no parking along the portion of the driveway with the 13.00
percent grade. It is unlikely that the driveway will be needed for fire truck access. The
proposed grade is consistent With access driveways into parking garages. Therefore, we feel
that construction of the driveway at the proposed grade would not have a detrimental impact
on public access. to the garage.
2. As shown on Sheet C-4, three dead end parking spaces have been proposed at a grade of
12.00 percent. The long dimension of the three spaces will be aligned with the proposed
grade. As with the above referenced access driveway, the length available for the three
spaces is limited by building structural considerations. The proposed grade is needed to
provide adequate . headroom over the proposed spaces. The cross slope of the space
perpendicular to the space will be flat� This flat grade will allow opening of the car doors
without difficulty. It should also be noted that the proposed 12.00 percent grade is within
acceptable limits for the walkway route adjacent to the spaces. Therefore, we feel that
construction of the three spaces at the proposed grade would not have a detrimental impact
on public use of the three spaces.
SURVEYING ENGINEERING PLANNING MANAGEMENT
Based upon the above considerations, we feel that granting of a waiver of the maximum slope
requirement by the City Engineer would be appropriate in these circumstances.
We hope that this request is adequate -for review and. approval. If not, or if you have any
questions, please call.
Sincerely,
GR 0 UP FOUR, INC
Daniel K. Roupe, P.L.S.
Executive Vice President
W:\G4PROJ\99-4505\ltr-hydeO8O499.doc
SURVEYING ENGINEERING PLANNING MANAGEMENT
01/17/01 08:36 FAX 425 485 9466
FRUHLING FST EDS
0
Z01
r,Ruw,iNCj, INC
ED'S BULLDOZINCY, INC
FRUHLING.VAND & TOP.901L, INC
7524 ME 175"', Kenmore, WA 9028-3509
Phone: (425) 485-1442 Far: (425) 485-9466
FACSIMILE TRANSMISSION RECEIVED
JAN 17 2001
Attention:
ENGINEERING DIVISION
To:
Fax H:
From:
Date:
Transmission totals ages, including cover shect. If you do not receive all
pages, please call im;ediptely.
Phone: (425) 485-1442
Fax: (425) 485-9466
Bid Fax: (425) 486-0568
Notes:
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Jan. 22 2001 09:13AM
YOUR LOGO :CITY OF EDMONDS-ENGINEERING
YOUR FAX NO. :425-672-5750
NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT
01 94859466 Jan.22 09:12AM 01'27 SND 04 OK
TO TURN OFF REPORT, PRESS 'MENU' #04 SET.
THEN SELECT OFF BY USING 'JOG --DIAL'.
01/17/01 08:36 FAX 425 485 9466 FRUHLING FST EDS Z 02
Jan 15 01 12:5?p Sewce 20j, 242-2787 P-1
CW_ a it P, iw
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ELECTRICAL CONTRACTORS
4304SO.131 5T PL. - P.O. BOX 24246 - SEATTLE WA 913168 - (206) 242-00589 FAX (206) 242-2299
Fax Cover Sheet
TO: Fruhling Inc.
Attn.: Ray Shanahan
Date: 01/15/01 12:54 PM
Fax #: 425485-9466
From: BJORN LARSEN Phone: (206) 835-7236
Fax: (206) 242-2787
Re: Edmonds Light Pole E-Mail; blarsen@myrgroup-corn
Number of pages including this transmittal sheet 3 Original to be mailed: E]Yes R No.
Message:
Ray;
After a long and lengthy search Wth suppliers that have been too busy with something else, I
have finally come up with a pole that matches the existing poles that are in the downtown area.
They are concrete poles that were installed in 11975 by PUD. So here is a submittal for those
poles. If you could check with the City of Edmonds ' for their approval. Once we get their approval I
will order the pole and commence to finish the work. Thank You very much for your patience in
this endeavor. I would appreciate it if you got an approval In writing or a stamp an the submittal
from the City and then Fax it back to me.
�ASin erel
Wy
m Larsen
Project Manager
RECEI MED
JAN 17 2001
ENGINEERING DIVISION
0
E
T FILE
INTER -OFFICE COMMUNICATIONS
DATE January 23 19 85
TO 4/nSmith, Engr. Inspector FROM Bruce Finke, Associate City Planner
Gary McComas, Fire Marshall I
SUBJECT:
ADB-3-85 RETAIL BUILDING AND RESIDENTIAL CONDOMINIUM (Ward Phillips/
Harve Harrison)
HEARING DATE: February 6, 1985.
Please review the attached application and return your comments to me by
Monday evening, January 28th.
CITY OF EDMONDS
APPLICATION
to the
ARCHITECTURAL DESIGN BOARD
OWNER/REPRESENTATIVE
DATE FILE #
FILESITE PLAN
BUILDING PLANS (3): ELEVATIONS
LANDSCAPE PLAN
ENVIR07,'Z!ENTAL DATA RECEIPT #;5-
SIGN EXHIBITS 2EE___l
'Z,0-9-�RECPT #
PLAN MODIFICATIONS TO FILE NUMBER:
HEARING DATE
PHONE '7 7 fitk
ADDRESS �210 Ave"'
ZIP CODE
ARCHITECT /DESIGNER .&rVe yarpeIS04 PHONE 6 - (/7
ADDRESS
PROPERTY ADDRESS
dje:�. 1, 9 ZONING
LEGAL DESCRIPTION
SUBMITTED FOR APPROVAL:
1. Buildina Plans - Preliminar
y Final
Site Plan Landscape Plan Elevations
2. Sign Elevations Site Plan Landscape Plan
3. Modification of previous approval
=STING USE OF PROPERTY 57��&Zr-e
DESCRIPTION OF PROPOSALJ) zlelild'i'w Lv'tz' JSL�Q_; J71,
e,,,l � J
J
1'e5dew--lea-1
APPROXII.,IATE DATE WORK WILL BEGIN ON PROJECT
ESTIMATED TIME FOR COMPLETION OF WORK
RELEASE/HOLD HARMLESS AGREEMENT: The undersigned applicant, his heirs and assigns, in
consideration for the City processing the application agrees to release, indemnify, defend and
hold the City of Edmonds harmless from any and all damages and/or claims for damages,
including reasonable attorneys; fees, arising from any action or inaction of the City whenever
such action or inaction is based in whole or in part upon false, misleading or incomplete
information furnished by the applicant, his agents or employees.
PERMISSION TO ENTER SUBJECT PROPERTY:
The
mission for public officials and the staff
property for the purpose of inspection and
undersigned applicant grants his, her or its per-
0 0
of the City oE Edmonds to enter the subject
posting attendant to this application.
(Signature of Applicant)
0
City of Edmonds
Development Services Department
121 5h Avenue North, Edmonds, WA 98020
Phone: (425) 771-0220 Fax: (425) 771-0221
Land Use Complaint Form
Building and Planning Divisions
S.: U, :rgror .;,.afid14W- ab 6 6;L- W-hior..':
&ROW"O"'t, M." oWn. i p.
p
Date of complaint:
SUBJECT OF COMPLAINT:
Violation address llocaliolF,-9&,R�tt-71�10--
A I I e g e d violator's name., Phone:
Is alleged violator the OWNERE] or TENANT E] of the property?
DETAILS OF THE COMPLAINT:
z&-:a4r 4z!'e=" 2 5' /-/a cu - 1, CS
4� 4f e e-.p /Z 0
/Z 'd, /'/gf
Under the prov ' isions of the Public Disclosure Law, RCW 42.17.310 (1) (e), the complainant may
indicate a desire for disclosure or nondisclosure of their identity. If nondisclosure is chosen, the
bottom portion of this form will not be released to the public. Please note that If this case Is
filed in court, your name may be disclosed.
The City of Edmonds investigates possible violations on a complaint basis only. , Therefore, the
name of the person filing the complaint must be provided.
Name (please ptbA):-
Address: -�1196
Please check one of the following boxes:
ne:
You may disclose my identity if requested. E] Please inlUal:
You MAY NPJ QISCLQ§,E MY IDENTITY WITHOUT MY PERMISSION. 2--Pleaseinitia54
SIGNATURE:
TE: 16 — 2 - '0 C-)
11/03/99
4t
DATE 5116
FILE.:: ,419,0
SITE PLA
CITY OF EDMOND FILE BUILDING PLANS (3): ELEVATIONS t""
APPLICATION LANDSCAPE PLAN
to the
ARCHITECTURAL DESIGN BOARD
OWNER/REPRESENTATIVE
ADDRESS
ARCHITECT/DESIGNER.
ADDRESS
PROPERTY ADDRESS
LEGAL DESCRIPTION
PLANS SUBMITTED FOR APPROVAL:
1. Building Plans - Preliminary
Site Plan L�_
ENVIRONMENTAL DATA RECEIPT #
SIGN EXHIBITS '- FEE� RECPT #
PLAN MODIFICATIONS TO FILE NUMBER:
HEARING DATCZt,/,Uu;1 2C 3
_,5�9 V
01- U)A. ZIP CODE
PHONE ?_76_—qML9
Aye C, 6�42�111'�Ij,_ZONING 04--
Final L-**"
Landscape Plan
2. Sign Elevations Site Plan Landscape Plan
3. Modification of previous approval
Elevations-L--
ESTIMATED TIME FOR COMPLETION OF WORK /z7 "I Oki -14-L r
RELEASENOLD HARMLESS AGREEMENT: The undersigned applicant, his heirs and assigns, in
consideration for the City processing the application agrees to release, indemnify, defend and
hold the City of Edmonds harmless from any and all damages and/or claims for damages,
including reasonable attorneys; fees, arising from any action or inaction of the City whenever
such action or inaction is based in whole or in part upon false, misleading or incomplete
information furnished by the applicant, his agents or employees.
PERMISSION TO ENTER SUBJECT PROPERTY: The undersigned applicant grants his, her or its per-
mission for public officiais and the staff of the City of Edmonds to enter the subject
property for the purpose of inspection and posting attendant to this application.
(Sig'ature of Applicant)
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PLAN WEVID VtSTED 15ATt, PLUMBING
MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC GRADIN&FILL
DOMAIN (CUABS,SIDEWALKS, DRIVEWAYS, MARQUEES,ETC.) WILL REQUIRE A20
SEPARATE PERMISSION.
STATE SURCHARGE
Uj PERMIT APPLICATIO�:, 166 6AYS
0. NJ
PERMIT LIMIT. I YEAR - PROVIDED WORK IS ST#RTED WITHIN 18Q DAYS
U) ENG. INSPECTION FEE
LU APPLICANT, ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESORS
;N INTEREST, AGREES TO INDEMNIFY, DEFENDANO HOLD HARMLESS'THE CITY OF
EDMONDS, WASHINGTON, ITS OFFIC)ALS, EMPLOYEES, AND4"GENTS FROM ANY AND
R DAMAGES OF WHATEVER MATURE, ARISING DIRECTLY OR INDIRECTLY Q. 00
ALL CLAIMS FO
6 FROM THE ISSUANCE OF THIS Pil`!�IT. ISSUANCE OF THIS PERMIT SHALL NOT BE
_j
0 DEEMED TO MODIFY, WAIVE OR A�DUCE ANY REQUIREMENT OF ANY CITY.ORDINANCE PLAN CHECK DEPOSIT
NOR LIMIT IN ANY WAY THE CITY'SABILITY TO ENFORCE ANY ORDINANCIi'OROVISION.'
TOTAL AMOUNT DUE IVA 40
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GI.VEN IS CORRECT. AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED.THEREBY, NO PERSON WILL BE EMPLOYED CALL This application is not a permit until signed by the
IN VIOLATION OF THE LA80R CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION Building Official or his/her Deputy: and Fees are paid. and
WFORMAIN'S COMPENSATION INSURANqIf_AN0PfW 1827. receipt is acknowledged in space provided.
Is. '76� ATE
�;l
16N E DAT SJOINIED
,�MlLxfi 11 1 L
(425)0
,4
771-022
RELABY:, jDATE
ATTgNTION
UNTIL I
IT IS UNLAWFUL70 USE OR 1UPY A BUILDING OR STRUCTURE
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI ORIGINAL - FILE YELLOW - INJECTOR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK -OWNER GOLD - ASSESSOR- , 0
5/913 q
7E RECEIVED
PERMIT EXPIRES
USEi PERMIT
CITY OF EDMONDS
ZON NUMBER gLnf)L;ia
'OB SUITE/APT#
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PLAT NAME/SLIBDIVISION NO.
LOT NO,
LID NO.
LID FEE $
M
w
2
MAILING ADDRESS
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Apprwed 0
RW Pennit Requited 0
3:
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EXISTING — PROPOSED
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Required 0
=nRequired 0
CITY ZIP
TELEPHONE
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7,
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RECEIPT
Is
TOTAL AMOUNT DUE
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
APPLICATION APPROVAL
GIVEN IS CORRECT AND THAT I AM THE OWNER, ORTIHE DULY AUTHORIZED AGENT OF
THE OWNER. .1 AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
T16N A14D IN . DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official or hisfher Deputy: and Fees are paid. and
IN �IIDLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION
receipt is acknowledged in space provided..
WORKMEN'S C , OMPENSATION INSURANCE AND RCW 18.27.
OFFI CIA ATE
- IlliggIRIIII
SIGNAIVRE� r�N �AG E I .1� DATE SIGNED
(425)
�7NAT
771-0220
RfLEAS BY D E
ATTE TION
EXT 333
IT IS Ut4LAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
771-0221
IQo j
N.
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
ORIGINAL - FILE - YELLOW - INSPE�TOR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
FAX
PINK -OWNER - GOLD - ASSESSOR
5/98
7771, ATE RECEIVED
101161 PERMIT EX PIAES 12
CITY OF EDMONDS
USE PERMIT
ZONE �NUMBER
CONSTRUCTION PERMIT APPLICATION
. L I
JOB SUITE/APT#
ADDRESS t/_ " 0�1 /410 W / 0 V
OWNERNANIE/NAME OF USINESI I,-
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LID FEE $
CC
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Street Use Permit'Re,'d
inspection Required 0
Sldo.alk Required 0
Underground d "(3
Wiring require
CITY ZIP EPHj:
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NA
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I
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TOTAL AMOUNT DUE
I
RECEIP
x
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATIONN THAT THE INFORMATION
- - - .
GIVEN IS CORRECT. AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN 66INq THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
CALL
This application is not a permit until signed by the
Building Official or his/her Deputy: and Fees are paid. and
IN Vi#IOW,&�fHE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WbR INSLVIN RjW#I 8.27.
FOR INSPECTION
receipt is acknAwledged in space provided.
�$C45MPNSATJ aN _f �.%D
OFFICIA' U DATE
SIGN
ER
DATE SiGyD
(425)
71-0220
oulb
'DATE
noiA
ELEASED BY
ATTtNTION' f f
EXT1333
IT IS UNLAWFUL TO USE C I/UPY A BUILDING OR STRUCTURE UNTIL
771-0221
--? nn��
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
1
1
CATE OF OCCUPANCY HAS BEEN GAANTEb. UBC SECTION 109
FAX -
ORIGINAI - FILE - YELLOW - INSPECTOR
PINK - OWNER - GOLD - ASSESSOR
5/98
RECEIVED
1 00 ERMIT EXPIRES
/0 A6
USE PERMIT
ZON 7'�
CITY OF EDMONDS NUMBER
JOB SUITE/APT#
CONSTRUCTION PERMIT APPLICATION ADDRESS & /0 6
4
6��F)rNESS VISION NO. LOT NO. LID NO.
PLAT NAME/SUBDI
wtx'510
LID FEE$
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TOTAL AMOUNT DUE 1.
I HEREBY ACKNOWLEDGE THAT I HAVE READ I THIS APPLICATION; THAT . THE IN FOR I MATION APPLICATION APPROVAL
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T"t AM WA DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
INVK*AT*N OF THE LABOR CODE OF THf STATfiO WASHINGTON RELATINGTO FOR INSPECTION meow is "dow'"" r- �lp' -
RtyftP27.
IA05
DATE SIG41IED
10/ /to fi* 771-=0
woo
ON
ff IS UNLAWFUiL TO USE OR OOLPY A BILMLOING OR STRUCTURE UNTIL
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A FINAL DISPECTION HAS BEElN MADE
COLTE OF OCCUPANCY HAS BEEN GIRANIM MC
A�
TATE RECEIVED)
w [PERMIT
EXPIeES
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NUMBER
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cc
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MAILING ADDRESS
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
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Z
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2
STATE SURCHARGE
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LU PERMIT APPLICATION: 180 DAYS
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INSPECTION FE�E��
cc
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
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PLAN CHECK DEPOSIT
RECEIPT
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
NOR LIMIT IN ANYWAYTHE CITY'S ABILITYTO ENFORCE ANY ORDINANCE PROVISION."
RECE r- 0
-2_5-
TOTAL AMOUNT DUE
A) V� 2
I HERE13Y ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
APPLICATION APPROVAL
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
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SEPARATE PERMISSION.
PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT. 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 SVCCESORS
IN INTEREST. AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
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 SHALL NOT BE
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NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION."
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRLIC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED
IN VIQbATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
DATE SIGPED /
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IT IS UNLAWFUL TO USE OR OCCUJY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
5198
CHECKEDBY 11yaOF
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(425)
Cl NArE DATE
771-0220
-RELEASED
BY PfAT E
EXT/333
771-0221
FAX
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IT IS UNLAWFUL TO USE OR OCCUP� A BUILDING OR STRUCTURE UNTIL
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SEPA REVIEW SIGN AREA HOSHT
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OFFIC ATU
(425)
771-0220 "RELEA'SED
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771-0221
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CATE OF OCCUPANCY HAS BEEN GRANTED. OBC SECTION 109
FAX
5/98
VALUATION
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FEE
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receipt is acknowledged in space provided.
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IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
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APPLICATION APPROVAL
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(425)
OffIC111 IGNA A kTE
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771-022U
RELEASED By DATE
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PERM ITAPPLICATION: ISO DAYS : . 1. . 1: 6
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EDMONDS.WASHINGTON ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANYAND Receipt #
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ALL CLAIMS FOR DAMAGii OF WH4TEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
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Fire Inspection
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1: HEREBY ACKNOWLjFDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
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TION; AND IN � DOING THE WORK AUTHORIZED THE"11Y., 0 PERSON WILL BE EMPLOYED CALL &,doing Official or Ids/her Deputy: and Fees
are paid, and
IN VIOLATION OF,THELABOR CODE OF THE'STATE OF WASHINGTON RELATING TO FOR -INSPECTION 'I ��j 1, recelpt Is #cknowledged In spacq provided.
':WbAKME MIZENSATIQ� INSURANCE AND RCW. 18.27.
AllIGIRE �j
iiR DATE SIGNED
SIG 96G64!�;y A-25)
771-0220
q 1) BY 6ATE
ATTENTION ni, I
EXT 1333 4:7
IT Is UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 107-,
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- 771-0221 ORIGINAL - Fit F YELLOVi - INSPECTOR
CATE OF OCCUPANCY,.#AS* "BEEN GRANTED. UBC SECTION 109 PINK - OWNER GOLD-
10/01 FAX ASSESSOR
DATE RECEIVED
C1W OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
MAILING ADDRESS
CITY
NAME
0W
CITY
PROPERTY
[:] NEW
E3 ADDITION
0"REMODEL
REPAIR
DEMOLISH
GARAGE
CARPORT
(TYPE OF USE. BUSIN
ZIP
0 MULTI,
:GRADI
TANK
PERMIT EXPIRES
PERMIT
NUMBER
JOB SUITE/APT#
ADDRESO
I PLAT NAMEISUBDIVISION NO. LOT NO. LID NO.
_S03,- _S1
I
LID FEE $
P PUBLIC RIGHT OF WAY PER OFFICIAL STREETMAP
UBL'C
TESCPApproved 13
a
4—
P
EXISTING PROPOSED
RW Permit Required
Street Use Permit Required 13
Inspection Required 13
TELEPHONE
Sidewalk Required 13
[REQUIRED DEDICATION FT
undjn-,gre,��,
—
METER SIZE
LINE SIZE
F FIXTURES
PRV REQUIR DR
YES
z
REMARKS
uj
W
z
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
z
W_
EN!G2!E!E.,R I IN I 01'REVIEWItl) BY DATE
V
6' �D BY DATE
Lu
_jTELEPI4_0NE
LL.
INSPECTION
REQ'D
SEPA
COMPLETED EXEMPT
EXPI E:,�'_
CI -YES 13 NO
A
SIGN AREA
HEIGHT
NED F OPO
-J.LUW�U PROPOSED
PLL IMBING
ED
PROPOSED SETBACKS (FT.)
kr"
R
FRONT. UR SIDE REAR
�60MPLIANCEOR
z
z
77. 7 7 DATE
PR I DE
FENCE`
-REMARKS
CYDS F
0
FIREAIAR
I NUMBER
OF
1,DWEL
A
STORIES
IT
DESCRIBE WORK TO BE DONE
a�
�2,
14
4
OCCUPANT
LOAD
Description
FEE
C
uildin it
- YO 471,�
State Surcharge
City Surcharge
HEAT SOURCE
LOT SLOPE%
\\VtSTR"ATE
PLAN CHECK NO- 0
lclla��
lumbing
Base Fee
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
Mechanical
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC
DONMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
Grading
SEPARATE PERMISSION.
Engr. Review
PERMIT APPLICATION: SEE ECDC 19.00.005(A)(5)
Engr. Inspection
PERMIT LIMIT: SEE ECDC 19.00.005(A)(6)
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS
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
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
Fire Inspection
Receipt #
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.
Total Amt. Due
NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.*
Recording Fee
Receipt
I
#
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
CALL
APPLICATION API %0VAL
This application is not a permit until signed by the
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 COMPENSATION INSURANCE AND RCW 18:27.
(425)
OFFI SIGNAT DATE
sl RE
'y E
_Fr-,Pn, =2LG
DATE SIGNED
771-0220 RE ED BY DATE
ATTENTION EXT. 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR'A CERTI-
ORIGINAL -FILE - YELLOW -I ECTOR
FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 / ISC110 if IRC110. PINK -OWNER - GOLD - ASSESSOR
101" PRESS HARD - YOU ARE MAKING 4 COPIES
ully 0I Eumonus
RIGHT-OF-WAY CONSTRUCTION
A. Address or Vicinity of Construction. 2 r- 7V A
B. Type of Work (be specific):
C. Contractor: V_,L4AJ
Mailing Address Lim 3±
State License
D. Building Permit# (if applicable):
Permit No.
r
Contact:_
Phone:
Liab4i'iy Insurance: Bond: $
Side Sewer Permit # (if applicable
E. N Commercial E] Subdivision [:] City Project EUC (PUD, GTE, PSE, CHAMBERS, OVWD)-
F-1 Multi -family Single Family E] Other
INSPECTORY04 I_rC_kJ_rr_
F. PAVEMENT: E] YES E] NO G. SIZE OF CUT x H. Charge: S
CONCRETE CUT: . OYES E] NO
APPLICANT TO READ AND SIGN
IDEMNITY. Applicant understands by his/her signature to this application helshe holds the City ofEdmonds harmlessftom 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 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 MATERMLS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTbJ?ATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBITOR CREDIT WILL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT.
# Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every
flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the
required training in their possession.
+ Restoration is to be in 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.
+ Three sets of construction drawings of proposed work are required with the permit application.
I HA VE READ THE ABO VE STA TEMENR�AN
jD ERSTAND THE PERMIT REQUIREMENTS AND ACKNO WLEDGE
THAT I MUSiTMAKE THE PINK AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS
Signature*\ 5ate:
(Contract r Agent)
Fo
CALL DIAL-A-DIC. (1-800-424-5555) PRIOR TO, BEGINNING WORK
FOR CITY USE ONLY
Approved by: C4q- Right-of-way Fee: -70-
Time Authorized: Void After /0 / a 0 Disruption Fee/Fund 111:
Special Conditions: PEX- -46?92� ve-D covt(s — Restoration Fee: -
-M / Ne (_,, be- koox�e_ / 1v -s Z,",A ilF-, Total Fee: -70—
Ai I Receipt No: 5'-/
Issued by:
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE.
FINAL APPROVAL OF PERMITTED WORK.
INSP&TOR'S SIGNATURE DATE: 1,00
,For inspection requirements see Engineering Information Handout.
......................... I ................. ____ ............................ . ............ ........................... . .. ........................ . . ........ _ .. . .............. ................. ............
I NO WORK SI-IALL BEGIN PRIOR TO PERMIT ISSUANCE
PROJECT. DATA
Address 210 5"' Avenue South, Edmonds WA;, 98020
bwner
oveming Code
Zoning Designation
Assessor's Tax Numbers
219 Fifth Avenue Partnership
409 Dayton Street, Suite C
Edmonds, Washington 98020
1997 UBC
BC: Community Business
2327-03-4-079-0007
-Legal Description All that portion of the northeast quarter of the southeast quarter of the
southeast quarter of section 23, township 27 north, range 3 east, W.M.
described at follows -
Beginning at a point 134 feet south o ' I the southwest corner of Dayton
and Fifth streets in the city of Edmonds;
�eisrnic zone
bccupency G
Thence south along the west line of said fifth street for 100 feet:
rThence west for 123 feet, more or less to the east line of the alley;
Thence north along the east lime oo said alley for 100 feet;
Thence east for 123 feet, more or*less, to the point of beginning.
Situated in the county of Snohomish, State of Washington.
3
8 18usiriessL/ S3 I
spaces off alley
3-Al
01re Ratings Between Occupancy Groups IUBC Table 341
Between B and S3
1 Hour
'�etween B and S1
None
ee
vmv 0 a M40
-4441" A�i
gor,atruction Type (Group B)
r
a
r,�-:,4uction Type (Group S3)
V.
�ull&-q Height
4 Maximum he4ght of pazapet:
Average datuim +25-W 1191LOW + 25Ar 2n-04'
I
j)ccupant Load
Office'Occupant Load
sit. 4 100
Qff,. 0 1 11 - Floo, 1
33 I)MmWwid
Office #2 111 Floor)
15
Office #3 (2" Floor)
43 (Windermere)
I 151fte 84 12- Fkmrl
of fice #5 12,1 Floorl
20
22
Retail Occupant Load
s.l. + 30
Retaaol 11"Flood
29
Retail#2 (10 Floor)
38 ITully's)
Ilding Ireas
Fir
t Flo6r Occupant Group 8
f ffice #1
itail
Net 3,616 s.f (Windermere
Not 1,469 — 7 H�51
ffice #2
#1
sit.
Net' 867 s.f. — cic,- lh� -m�
21111*
tall #2
Not 1. 134 s.f. (Tully's) 0 0 1�
-Loo
9 other areas
Gross 2,769 s.
Fit
t Floor Gioss Area
t
9,855 s.f.
C x:;, 1�a\
Flit
Floor Exterior Space Occupant Group S4 T14A T 1'�L-r F—Li0r-V-
Firit
DL+Psters:
Floor Parking
-
Net 722 s.f.
Net ?45 s.f.
967 s.f. 0qR4--*-zL0--i-
S4ond Floor Occupant Group 8
10111ce #3
Net 4.345 s.f.
!Office #4
!Ofiice 05
Not 2.040 $if.
Net 2.223 s.f.
'AlLother areas
Gross 1.880.s.f.
Se0ond Floor Gross Area
10,488 s.f.
�brAL.., wit4rr-r-ma-F, -irl. AF*A
-11(01 A;P.F. AE.
Paiking Garage Occupant Group St
;Storage
Any request ior modifi cations, variance or other
#I
storage #2
Net 358 s.f.
Net 358 s.f.
administrative deviation (hereinafter "variance)
Transformer room
Wech. roomistair
Net 358 s.f.
Net 362 s:f.
must be SPOcificallY called out and identified.
Parking and all other areag
'Unexcavated
Gross 10,509 sJ
Approval of any plat or plan containing
(not incl.)
Net 1224)1.f.
provisions which do, not comply with city code
Pailtino Garage Gross Area
11,945 sit.
and for which a variance has not been
Total 13r6is Building Area
32,288s.f.
-specifically' identified, requested and considered
by the appropriate city official, in ite"Cordance
with the appropriate provision af city, c.ode or' -
OFF STREET PARKING
Refe,660:
state law does not approve any items not to code'
specification.
T61817 stores... one space per 300 squats fact.
E.Z.C.* -17.50.020.0.5
I
VusOiss andproissaiarral office ivith on -site cVsiumcf 361vice.- on&.SP&c6 per 400 square fact.'
E.ZC.'IZ601.020.8.6 '
'OffJcs-f not PfOviding On-4111O.Cust0flIff ssIVIC0. oft Apace per 800 square feel
�ep�REQUIR`=DPAR�KING �SPACES�,
Office 02
-Office 03
1,469 s.f. + goo -
4.345 a.f. + 800 -
-:2
;4
Office 04
Z.040 e.f. + Boo -
'3'
Office #5
;.223 s.l. + 800 ft
3
Retail #1
", 867 s.f. + 300.
3
Retail #2
1.134 sit. + 300 -
4.
Total Spaces Requirod
1+ 4/rxj-L-�
DI
"r-1.0 COM 5HE
�nat awm �
*r, i, i 5n nm
'r.1.2 MWNT
,ri,�� rir5f rw(
APPR-(
Fin- I.?-
FW C- Al
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DEFE
H.N.A.C. (BIDDE
-STRUCTURAL D
:R
SEI/4, SEI/4 SEC. 23 TWP. 27N. RGE. 3E. qW.M.
- Z-J7,57, CONC
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I-01D=194.21
IE� 1,92. /1
100Hf-R /00zz/- -
71�WNS, ZICHT, G
CONOV175 - I F-, 1;
.--me
1 11 =10'
CONTOUR INTERVAL = 2'
BASIS OF BEARINGS:
PLAT OF SURVEY BY CHENOWETH AND ASSOCIATES, INC.,
MERIDIAN REF: R.O.S. #9201235004 RECORDED IN
SNOHOMISH CO., WASHINGTON, CENTERLINE OF 5th
AVE. SOUTH, AS THE BEARING OF N 00-02-20" E.
BENCH MARK:
ASSUMED ELEVATION OF 200.00 FEET ON P.K. NAIL
AT SW CORNER OF POWER VAULT IN CONC. WALK
BY NE CORNER OF PROPERTY.
NOTE:
THE BOUNDARY AND TOPOGRAPHY SHOWN IS
BASED UPON A PLAT OF SURVEY FOR JAQUE L.
MAYO BY CHENOWITH AND ASSOCIATES, INC., P.S.
RECORDED UNDER A.F. .,
C01010,-R 7A CA- IN
CONCIRI�-TZ- IN
C1115INC
1),q"ll
, Al
11ANIlt'l Z-
IWARZE
5
PT lhlnl=Y-
Cl. COVER SHEET
C2. CLEARING, GRADING, T.E.S.C. & DEMOLITION PLAN
C3. CLEARING, GRADING AND T.E.S.C. NOTES AND DETAILS
C4. GARAGE LEVEL STORM DRAIN, WATER & SEWER PLAN
C5. FIRST FLOOR LEVEL STORM DRAIN, WATER & SEWER PLAN
C6. PAVING, DRAINAGE, SEWER NOTES AND DETAILS
1111"%-IMITV MAD
Lill I Efilik A,10-11TO-ORN't
OWNER/APPLICANT ............................................................. 5th AVENUE PARTNERSHIP
400 DAYTON, SUITE C
EDMONDS, WA 98020
PHONE: (425)775-0564
ARCHITECT ........................................................................... BUTTERFIELD DESIGN GROUP
400 DAYTON
EDMONDS, WA 98020
PHONE: (425)775-0564
PROJ. ARCH.: STEVEN BUTTERFIELD
SURVEYOR/ENGINEER .......................................................... GROUP FOUR,INC.
16030 JUANITA-WOODIWALLE WY. N.E.
BOTHELL, WA. 98011
PHONE: (425)775-4581 OR (206)362-4244
PROJ. ENGR.: BRYANT MERCIL
EXISTINGZONING .................................................................J RM-2.4
WATER & SEWER .................................................................. CITY OF EDMONDS
SCHOOL DISTRICT ................................................................ EDMONDS SCHOOL DISTRICT No. 15
FIRE DISTRICT ..................................................................... CITY OF EDMONDS
POWER/GAS ......................................................................... PUGET SOUND ENERGY
LEGAL DESCRIPTION:
ALL THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
THE SOUTHEAST QUARTER OF SECTION 23. TOWNSHIP 27 NORTH, RANGE 3 EAST.
W.M., DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 134 FEET SOUTH OF THE SOUTHWEST CORNER OF DAYTON
AND FIFTH STREETS IN THE CITY OF EDMONDS:
THENCE SOUTH ALONG THE WEST LINE OF SAID FIFTH STREET FOR 100 FEET;
THENCE WEST FOR 123 FEET, MORE OR LESS TO THE EAST LINE OF THE ALLEY,
THENCE NORTH ALONG THE EAST LINE OF SAID ALLEY FOR 100 FEET;
THENCE EAST FOR 123 FEET, MORE OR LESS, TO THE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
CITY OF EDMONDS GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE & MUNICIPAL
CONSTRUCTION" AND STANDARD PLANS AS ADOPTED BY THE CITY
OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY
HEARINGS.
2. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE
CITY OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY
OF THEIR SCHEDULE IN SUFFICIENT TIME TO PERMIT
INSPECTION PRIOR TO AND DURING THE WORK.
3. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS
DRAWING FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN
LOCATING SAID FACILITIES IN THEFIELD. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN
THE FIELD AND CHECKING WITH APPROPRIATE AGENCIES THAT
MAY HAVE UNDERGROUND FACILITIES WITHIN THE PROJECT
LIMITS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBIE FOR
ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS
OPERATIONS.
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
W'HENEVER CONSTRUCTION IS IN PROGRESS.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
CLEAN, FLUSH, DISINFECT WHERE APPLICABLE AND OBTAIN
SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS REGARDING
THE QUALITY AND INTEGRITY OF THE EXISTING STORM SEWER
LINE. WRITTEN ACCEPTANCE BY THE CITY OF THESE PROCEDURES
MUST BE TRANSMITTED TO THE DESIGN ENGINEER.
6. APPROVED STORM SEWER MATERIALS ARE AS FOLLOWS:
A.CONCRETE RUBBER GASKETED JOINTS.
B.GAL\/. HELICAL ASPH. COATED TREATMENT A STEEL 16 GA.
OR BETTER GASKETED.
C.HELICAL ALUMINUM 16 GA. GASKETED.
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JOB NO:99-4505
SE1/4, SE1/4 SEC. 23 TWP. 27N. RGE. 3E. qW.M.
,00w,�-R Cozc/-
,rRANS, ZICH7,
00N,0V1,rS
2 '\cB PROTECTION
\,,�3 TYPICAL
STA: 1+64.00* 0.001T
NEAT SAW CUT LINE
III'%\ GRAVEL CONSTRUC71ON
"� (IF NEEDEb)
EXIST 09 TrPE I __-
7-010= 1-04. 6j -
/,-= /9 / 57- 9 CONC (S,)
IE= 191 5-T- 9 ICONO (SZ-)
INK 4 " STAMOPIRE
,FZ = 194 67
REMOVE EXISTING —
ASPHALT PAVEMENT
REMOVE EXISTING —
8" SD
ROOF RUN-OFF
DETENTION SYSTEM
& SANITARY SEWER
SYSTEM
SEE DETAILS ON
SHEET C4
PROPOSED STORM -
DRAIN SYSTEM,
SEE DETAILS ON
SHEET C4
EXIST C19 T�FE /
7010=794 21
/Z= 1.92. 11
(REMOVE)
E,
W
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7010�19724
EX157 C9 TrPF I
A0,0�/95 40
IE=191 40-8- CONC(N)
IE= 19190-6" CONO (5,)
UNIDZ A TTE�
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EXIST C19 T�ps_ 1 5, �'. 001'?NZ _/ i 1 0/
MR . 195 55 Z_,t,757. COA16- HIAll Z7_A�151_ A5PHAZ7-
TO REMAIN) CLEARING LIMITS PA t i 1,-'-N T 0 6 CON0 WAll
0 12 NOR 7H OF
_2�6 4' 5 CORNE/F OF 0 6 TYPICAL
E,1�157._ (,'ONC 14MZI —\ OZZ20 Z INE
-NO / cl_'10�1 z_
(REMOVE)
774R11— I
7 REMC
VE EXISTING
FENCE
96
1p ----------- %
A-_
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N 99 5-0 ?0 H/ 122 71
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.
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CON29UIT5
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VN —
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(REMOVE)*
CCINAlf CTIOW
(TO REMAIN)
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(REMOVE)
TO REMAIN)
Z-,A,15 7IN0 8 5,0
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(TO REMAIN)
klAUZ 7
(TO REMAIN)
CONC
& 7711711�r_
-Z?,-'_NCH J//,4A/f'
/0/11 20000
REMOVE & RELOCATE R IST.
SPEED LIMIT SIGN, SEE SHEET
C5 FOR NEW LOCATION
REMOVE EXISTING CON
CURB, GUTTER, & SIDE VALK
-lr1511N(;
�11'4 "iV4 TT-1?
'�L-TZ-R 90,A-(REM0VE`
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(REMOVE)
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REMOVE & RELOCATE
,�_,VI571NG Z101-IT
ROZE
(TO REMAIN)
AP
6 " tV4 TZ7_1? IWAIN
AIANIIOZE 1
1 it =10'
CONTOUR INTERVAL 2'
10 0 10 20
1 1 - -i
am- monuum—ImNam
BASIS OF BEARINGS:
PLAT OF SURVEY BY CHENOWETH AND ASSOCIATES, INC.,
MERIDIAN REF: R.O.S. #9201235004 RECORDED IN
SNOHOMISH CO., WASHINGTON, CENTERLINE OF 5th
AVE. SOUTH, AS THE BEARING OF N 00*02'20" E.
BENCH MARK:
ASSUMED ELEVATION OF 200.00 FEET ON P.K. NAIL
AT SW CORNER OF POWER VAULT IN CONC. WALK
BY NECORNER OFPROPERTY.
hi
DEMOLIT1011 INJOTES:
1. CONTRACTOR SHALL AQUIRE ALL NECESSARY PERMITS PRIOR TO COMMENCING
DEMOLITION AND OR CONSTRUCTION.
2. ALL DEMOLITION MATERIAL SHALL BE DIPOSED OF IN ACCORDANCE TO CITY
OF EDMONDS REQUIREMENTS.
3. THE ENTIRE SITE SHALL BE CLEARED. ALL BUILDINGS, PAVEMENT AND
UTILITIES SHALL BE REMOVED AND DISPOSED OF AT THE APPROPRIATE FACILITY.
N OTES:
ENTIRE SITE TO BE EXCAVATED FOR GARAGE CONSTRUCTION. SEE SHEET C4 AND
SHEET A-2 FOR PROPOSED ELEVATIONS.
1. AT' ' _'END PRE —CONSTRUCTION MEETING.
2. INSTALL FILTER FENCE.
3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
4. CLEAR AND GRUB SITE TO LIMITS OF CLEARING AS SHOWN
ON PLANS.
5. ROUGH GRADE SITE.
6. INSTALL UTILITIES (POWER, STORM, SANITARY, ETC.)
7. CONSTRUCT BUILDING
8. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION.
9. FLUSH STORM DRAINAGE SYSTEM (IE., CLEAN OUT &
TEST SYSTEM).
SITE HAS BEEN STABILIZED.
SHEET 5 FOR NEW LOCATION)
C'01010ZW - 7A CA' 11V ST
C�,')IIICAY77_ 11V IWAPZZ
C14511va I
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SHT C2 OF 6
JOB NO:99-4505
SE1/4, SE1/4 SEC. 23 TWP. 27N RGE. 3E qW.M.
SITE GRADING AND T.E.S.C. NOTES_
1. TESC MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE WORK FILTER FABRIC-MIRAFI- 2"x2"xl4 GA. WIRE MESH <
(SEE ATTACHED DETAILED GRADING PLAN). AS REQUIRED 100' MIN. EXCEPT OR EQUAL (OPTIONAL, SEE 2X4 DOUGLAS FIR
140N OR EQUAL, ATTACH NOTES 4 & 6) NO. 1 GRADE OR
MAY BE REDUCED TO 50' MIN. FOR W/ STAPLES OR WIFE RINGS EQUAL ALT-STEEL
2. PUBLIC STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS SITES WITH LESS THAN ONE ACRE PROVIDE FULL WIDTH 3/4"-11/2" DIA
DURING EXCAVATION AND FILL OPERATIONS. OF EXPOSED SOIL. OF INGRESS/EGRESS WASHED GRAVEL FENCE POST LO
151 AREA.
3. TH E TEMPORARY EROSION/SlEDIMENTATION CONTROL FACILITY EACH SIDE
SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE 6"
LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY 9 - - I
EROSION /SEDIMENTATI ON CONTROL PLAN. THESE FACILITIES 2�
MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND
LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON -SITE 12" MIN.
EROSION HAS PASSED.
4. NON WITH THE EROSION CONTROL REQUIREMENTS,
-COMPLIANCE
LO
WATER
QUALITY REQUIREMENTS AND/OR CLEARING LIMITS MAY
12
RESULT IN REVOCATION OF PROJECT PERMITS, PLAN APPROVAL . . . ....... . M
8" SPALLS
4"
AND BOND FORECLOSURES.
VARIES
u u
5. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL LSEE NOTES 2 & 6
ESTABLISHED GROUND COVER THAT FULFILLS THE REQUIREMENT OF R 25.0', TYP. - Z"
THE APPROVED CONSTRUCTION PLANS. TYP.
00
Li
BURY FILTER FABRIC IN ix
6. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND
A GRAVEL -FILLED TRENCH 11 a,
ADEQUATELY PROTECTED TO PREVENT EROSION. HYDROSEED ELEVATION SECTION 19 �R
PREFERRED. T
7. ESC MINIMUM REQUIREMENT - STABLIZATION OF EXPOSED AREAS: NOTES: NOTES:
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE 1. CONSTRUCTION ENTRANCE SHALL BE USED FOR TIRE CLEAN IN G/WASHDOWNI ONLY. 1. THE FILTER FABRIC 91ALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE
STABILIZED BY SUITABLE APPLICATION OF BMP'S, INCLUDING, BUT NOT GENERAL CLEANING/WASHDOWN (CONCRETE BOOMS, ETC.) SHALL OCCUR AT LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, C3
LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC APPROPRIATE OFF -SITE LOCATIONS. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A z
COVERING, OR MULCHING. ALL BMP'S SHALL BE SELECTED, DESIGNED, MINIMUM 6" OVERLAF, AND BOTH ENDS SECURELY FASTENED TO THE POST.
2. HAZARDOUS CONDITIONS MAY EXIST NEAR THE CONSTRUCTION ENTRANCE
AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED LOCATION (OVERHEAD POWER, ETC.). THEREFORE, IT SHALL BE THE FULL 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE
SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIME TABLE. RESPONSIBILITY OF THE CONSTRUCTION ENTRANCE USERS TO EMPLOY SAFETY FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6' APART AND DRIVEN
(TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO PRECAUTIONS AS DEEMED NECESSARY. SECURELY INTO THE GROUND (MINIMUM OF 30").
(2)DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN
SEVEN (7) DAYS FORM MAY 1 THROUGH SEPTEMBER 30). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8" WIDE AND 12" DEEP, UPSLOPE AND
ADJACENT TO THE WDOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED.
8. ESC MINIMUM REQUIREMENTS - STABALIZATION OF EXPOSED AREAS, 4. WHEN STANDARD STFIENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-
STABALIZED BY SUITABLE APPLICATION OF BMP'S, INCLUDING, BUT NOT TEMPORARY GRAVEL DUTY WIRE STAPLES AT LEAST 1" LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL
LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC EXTEND INTO THE TRENCH A MINIMUM OF 4" AND SHALL NOT EXTEND MORE THAN 30"
COVERING, OR MULCHING. ALL BMP'S SHALL BE SELECTED, DESIGNED ABOVE THE ORIGINAL GROUND SURFACE.
AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED 5. THE STANDARD STREqGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE,
SOILS SHALL BE STABALIZED ACCORDING TO AN APPROVED TIMETABLE. AND 20" OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT
(TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO EXTEND MORE THAN 30" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT
(2) DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN BE STAPLED TO EXIsrING TREES.
SEVEN (7) DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 6. WHEN EXTRA-STRENOTH FILTER FABRIC AND A 4' POST SPACING ARE USED, THE WIRE MESH
SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR
WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING.
Too
(9 0
7. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM DIAMETER WASHED GRAVEL. 0
C'4
G E 'Im' E Irl A L 1040 T E S 8. FILTER FABRIC SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT
NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABLIZED. to
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH 00
9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST V)
THE CITY OF EDMONDS, WASHINGTON STATE DEPARTMENT OF w
DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
TRANSPORTATION/AMERICAN PUBLIC WORKS ASSOCIATION 1994
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL w
CONSTRUCTION, AND THE 1989 WSDOT HYDRAULICS MANUAL.
2. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO
INSPECTION BY THE CITY INSPECTOR OR HIS DESIGNATED
REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE CONTRACTOR
SHALL CONTACT THE CITY INSPECTOR TO SCHEDULE A Cr3
PRECONSTRUCTION CONFERENCE. 18" MIN. a co m
GRAVEL (12" MIN. DEPTH)
3. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING,
E--
LOGGING OR GRADING, THE SITE CLEARING LIMITS AS SHOWN ON !4
<=>9=P01100 z? �z i
=>0_0100<=2 0o <��g
THESE PLANS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE (:�:-02
?V�;P-S:04
00
0 o��co?7 0 0.
PROJECT SURVEYOR OR ENGINEER. THE PROJECT SURVEYOR OR 0 0 CQ
ENGINEER'S NAME AND TELEPHONE NUMBER ARE GROUP FOUR, gi M. 0
-4581. 7�7;
INC., (425) 775
77,
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FILTER
FILTERED FABRIC
WATER
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1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF
ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE GRAVEL
00 m
SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE
FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED
ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, m
THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. Z'
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2. AGGREGATE: 4" TO 8" QUARRY SPALLS.
3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 6
INCHES THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR
INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT
LEAST 50 FEET.
4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF
THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE
GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC
ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A
SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO
MAKE WASHING MORE CONVENIENT AND EFFECTIVE. E-1
5. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A P4
CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC 0
RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH FILTER FABRIC IS TO BE r^
%pJ
STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT ANY GRATE PLACED BETWEEN FRAME 11�4
STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, AND GRATE. 4d 10-4
WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS -el
MUST BE REMOVED IMMEDIATELY. E--4
P4
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FRAME 0
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SILTATIOI'm BARRIERS- �lv
1. SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH gi
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. CLOSE
ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED BALES, END RUNS AND
UNDERCUTTING BENEATH BALES. NECESSARY REPAIRS TO BARRIERS OR 0
REPLACEMENT OF BALES SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT
DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE CITY of EDMONDS
REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF E-4
FABRIC CB PROTECTION
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE APPROVED FOR CONSTRUCTION
AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED CALL 48 HOURS
TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
BEFORE YOU DIG SHT C3 OF 6
1-800-424-5555 C/CITY F EER DAE'
JOB NO: 99-4505
SE1/4, SEI/4 SEC. 23 TWP. 27N. RGE. 3E. qW.M.
13�
PONER POZZI-/
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If -= IgI gi-g �,O/vc, (5,�)
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CONNECT NEW 8"SD
INV.-1 91.53
REMOVE EXIST. 8"SD
FACE OF WALL ON
III! (SEE ARCH. PLAN)
REMOVE EXISTING ASPHALI
PAVEMENT, CONSTRUCT NE
PAVEMENT PER DETAIL
CONNECT 6" PVC SIDE SEWER
0 2.00% MIN. TO BUILDING SEW
SSMH #1
STA: 2+22.68; 3.00'RT.
TOP= 194.70 YIELD SET)
INV.=189.50-2
INV.=188.80-6"
INV.=1 88.67-EX.8m
BUILD MANHOLE OVER
AND CONNNECT TO EXIST.
SAN. SEWER
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(PIE CL 200 OR PVC SCH. 40) -
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STA: 2+ 41 * 33* 81T.
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TOP=194.60(FIELD SET)
INV.=192.60(K
INV.=191.90(8 �
STA: 2+59.83; 5.00'LT.
F.D. RIM.=187.24
TRANSFORMER ACCESS —
VAULT, SEE STRUCTURAL
PLANS
CB #5 TYPE 1
STA: 2+67.25; 1.00' RT.
W/STD. GRATE
TOP=194.60(FIELD SET)
INV.=1 92.05
(REMOVE)
3TA: 0+00.00; 0.00' LT.
N-rX. C DAYTON STREET
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SEE SHT. C6 FOR DETAILS.
DOUBLE DETECTOR CH VALVE
ASSY. IN GARAGE. SEI: WATER
SERVICE NOTE 1 THIS "SHEET.
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003
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INFORMATION ONLY. FOR DIMENSIONS AND ELEVATIONS OF FIRST
FLOOR SEE SHEET A-3.
NOTES: — WATER SERVICE
1. THE LOCATION AND SIZE OF THE FIRE SERVICE CONNECTION TO BE
DETERMINED BY A MECHANICAL ENGINEER OR SPRINKLER DESIGNER
PRIOR TO CONSTRUCTION.
2, THE LOCATION AND SIZE OF THE DOMESTIC WATER LINE AND THE
SIZE OF THE WATER METER FOR THE DOMESTIC SERVICE TO BE
DETERMINED BY THE PLUMBING CONTRACTOR PRIOR TO CONSTRUCTION.
'NOTES: SUMP PUMPS
TIC SPD50H OR EQUAL.
PUMP IN CB #2 TO BE HYDROMA
TOTAL DYNAMIC HEAD= 15 FEET. PEAK DISCHARGE= 76 GPM.
2. PUMP IN SSCB TO BE HYDROMATIC W25 OR EQUAL
TOTAL DYNAMIC HEAD= 8 FEET. PEAK DISCHARGE= 5 GPM.
3. PUMPS AND CONTROLS TO BE INSTALLED PER MANUFACTURERS
RECOMMENDATIONS.
4. PUMP TO HAVE GENERATOR BACKUP. GENERATOR SIZE AND
INSTALLATION TO BE DETERMINED BY ELECTRICAL CONTRACTOR.
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EXISTING STORM DRAINAGE
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PROPOSED STORM DRAINAGE
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EXISTING SANITARY SEWER
—w—
EXISTING WATER
0
EXISTING CB, TYPE 1
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CITY of EDMONDS
APPROVED FOR CONSTRUCTION
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JOB NO:99-4505
SE1/4, SE1/4 SEC. 23 TWP. 27N. RGE. 3E. qW.M.
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-NEW NiEELCHAIR RAMP
SEE DETAIL, SHEET A-1
EXISTING 3/4- WATER
SERVI E (AVAILABLE) USE
OF S R\rlCE TO BE
DETE MINED AT TIME OF
PLUM ING PERMIT.
C'(2PPZ__1v' WA' //V
1-6mx4"x6m TEE (FLXFLXFL) IN S77
1-6- ADAPTER (FLXMJ) C4_51IV6'
1-6" GATE VALVE (FLXMJ) (RESTRAINED)
1-4" GATE VALVE (FLXMJ)
NOTE: CONCRETE BLOCKING z�V5711VC 9" 1,-1,147,rA? &141N
ELEVATIONS AND DIMENSIONS SHOWN ON THIS PLAN FOR
INFORMATION ONLY. FOR DIMENSIONS AND ELEVATIONS OF FIRST
FLOOR SEE SHEET A-3.
NOTES: WATER SERVICE
1. THE LOCATION AND SIZE OF THE FIRE SERVICE CONNECTION TO BE
DETERMINED BY A MECHANICAL ENGINEER OR SPRINKLER DESIGNER
PRIOR TO CONSTRUCT10N.
2. THE LOCATION AND SIZE OF THE DOMES -PC WATER LINE AND THE
SIZE OF THE WATER METER FOR THE DOMESTIC SERVICE TO BE
DETERMINED BY THE PLUMBING CONTRACTOR PRIOR TO CONSTRUCTION.
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EXISTING SANITARY SEWER
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CITY of EDMONDS
APPROVED FOR CONSTRUCTION
AUG? Z 5 1993
- Q VZA J3.1341r"
C/CITY ENGINEER DATE
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JOB NO: 99-4505
SE1/4, SE1/4 SEC. 23 TWP. 27N
RGE. 3E
qW.M.
STORM DRAINAGE NOTES
DETENTION TANK
PIPE SPECIFICATIONS
V)
1. PIPES
PIPE SPECIFICATIONS
0
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A. ALL STORM SEWER PIPE SHALL CONFORM WITH CITY OF EDMONDS
PLACEMENT REQUIREMENTS FOR CULVERTS AND STORM SEWER
CIRCUMFERENTIAL
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00
mm
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STANDARDS AND DIVISION 7 OF THE WSDOT/APWA SPECIFICATIONS.
INSTALLATION SHALL BE AS INDICATED IN THE WSDOT/APWA
L=3.0"
H=6.0"
F_
B. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR IF IN THE
SPECIFICATIONS SECTIONS 7-02 AND 7.04, RESPECTIVELY, AND
AASHTO SPECIFICATIONS. PIPE MATERIALS SHALL COMPLY WITH
GALVANIZED STEEL PIPE
GALVANIZED STEEL CMP SHALL MEET THE REQUIREMENTS OF
__T_
x
SOLID LOCKING LI 0 U) M
D ch z g_
Lr < 0
I
SOLID LOCKING LID
CB 3 4" CONCRETE SLAB -i
(TYPE 1-L) _CB 4
OPINION OF THE CITY INSPECTOR, THE EXISTING
SECTION 9-05 OF THE WSDOT/APWA SPECIFICATIONS NTH THE
AASHTO DESIGNATION
m P_� YO)
(TYPE 1
FOLLOWING CLARIFICATIONS:
M-36, TYPE I AND TYPE 2. PIPE SHALL HAVE ASPHALT TREATMENT 1 OR
TOP= 191.76
FOUNDATION IS UNSATISFACTORY, THEN IT SHALL BE
BETTER.
TOP= 191.76
EXCAVATED BELOW GRADE AND BACK FILLED NTH COMPACTED
1. DOUBLE WALLED (SMOOTH INTERIOR) CORRUGATED POLYETHYLENE
CORRUGATION - 2-2/3X1/2 CORRUGATION - 3 X
RISER
k I i
---A7/ /
(D 00
kAATr7P!Al TO 4,HDDOPT TWC* DIDP'
r 'P A VF1 Z
I TWC D�011=KACHTC Or AACUTA KA Or,) 1KI 0 1fdf1U
DIDC kAC*17T1K1r_
1
. 1. -1 "'T ___'_'_ . .. ........
SIZE AND AASHTO M 294S IN SIZES 12" THROUGH 36-, IS AN
C. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF ACCEPTABLE ALTERNATIVE FOR SCHEDULE A CULVERT PIPE, AS SHOWN
THE PIPE OR PIPE ARCH IN LAYERS WITH A LOOSE AVERAGE ON WSDOT/APWA STANDARD PLAN B-17 AND FOR STORM SEWERS IN
DEPTH OF 6", MAXIMUM DEPTH 8", THOROUGHLY TAMPING EACH ACCORDANCE WITH THESE STANDARDS.
LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE THE ENDS OF THE PIPE SHALL BE BEVELED TO MATCH THE SLOPE.
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE CORRUGATED POLYETHYLENE PIPE SHALL NOT BE USED MEN BEVELED
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL SLOPES ARE FLATTER THAN 4:1. FOR ANY PIPE LENGTH SECTION
BE THE SAME AS DESCRIBED. (REFER TO WSDOT STANDARD THAT IS TO BE BEVELED ON THE END, THE MINIMUM LENGTH OF THE
111111111A1.11. -1 11 1 UNBEVELED PORTION OF THE PIPE SHALL BE 6 FEET.
11V I %.PFI VVr-In Ur- I AIL
NO SCALE "00
6" MIN. c�
NOTES: 4" AIR VENT
V)
i--
ASPHALT TREATMENT 1. z z
2. IF METAL OUTLET PIPE CONNECTS TO CONCRETE PIPE, NOTCH INV. =189.80
I. METAL PARTS -CORROSION RESISTANT GALV. PARTS- O.F. INV.= 190.30
OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE kSEE DETAIL AT RIGHT) 00
PIPE I.D. LESS 1/4*- Z 0 0
PIPE SUPPORTS(S)
3. SECTION MEW OF CB #3 IS MIRRORED TO SHOW SIDE 11
3 x 0.90GA. BOLT
SECTION OF RISER GHOSTED/HIDDEN LINE TYPE SHOW Q 0
0,3.,3(14)C, METHOD 8 & C. THE PIPE SHALL BE INSTALLED IN A DESIGN A TRENCH AS SHOWN ON ACTUAL POSITION OF RISER. OR IMBED 2" IN WALL % w ck�
STANDARD DRAWING 9-210. FOR BURIAL DEPTHS EXCEEDING 15 CORRUGATED ALUMINUM PIPE AT MAX. 3" SPACING ww
D. GALVANIZED STEEL CMP SHALL MEET THE REQUIREMENTS OF MIN. ONE SUPPORT IL CL cu 2
AASHTO DESIGNATION M-36, TYPE 1 AND TYPE 2. PIPE SHALL FEET, THE PIPE SHALL BE INSTALLED IN ACCORDANCE NTH THE CORRUGATED ALUMINUM PIPE AND COUPLING BANDS SHALL MEET THE >:
MANUFACTURER'S RECOMMENDATIONS AND THESE STANDARDS. REQUIREMENTS OF AASHTO M196 AND M197. 8" RISER PIPE w uj
HAVE ASPHALT TREATMENT 1 OR BETTER. V) 0� of cu
tf I I I- [��I A -
F rnPPI Ir.'ATP*n 2. IN PRIVATE DEVELOPMENTS, THE USE OF NON -SMOOTH INTERIOR CORRUGATION - 2-2/3X1/2 CORRUGATION - 3 X 1 DETENTION PIPE VOLUMES I - I'm
Al HKAIKII IKA 010F AN1r) r'01 101 Wrl MAKInQ QWAI I kAC-CT . I . . - .. - 1 -1. '1 1 1 to 0
t-URMUWAILU r-UL1r_1n1Lr_1-4r_ k/AAZjr11U M-L11% !Tt-t U ) lz:, ALLuvvtu,
THE REQUIREMENTS OF AASHTO M196 AND M197. EXCEPT WHERE THESE INSTALLATIONS ARE OR CAN REASONABLY BE
EXPECTED TO BECOME PART OF THE COUNTY MAINTAINED DRAINAGE
F. DOUBLE WALLED (SMOOTH INTERIOR) CORRUGATED POLYETHYLENE SYSTEM.
PIPE, MEETING THE REQUIREMENTS OF AASHTO M252 IN 8 INCH
SIZE AND AASHTO M294S IN SIZES 12" THROUGH 36", IS AN 3. GALVANIZED CORRUGATED STEEL PIPE SHALL HAVE ASPHALT
ACCEPTABLE ALTERNATIVE TO SCHEDULE A CULVERT PIPE, AS COATING TREATMENT 1 AS SPECIFIED IN WSDOT/APWA SPECIFICATION
I SECTION 9-05.4(3). ALUMINIZED STEEL PIPE MAY RF tJ';Fr)
PIPE
ARCH
GAGE
BAND
12"-36"
17xl,3 - 42x2g
16
42"-54"
16
21 "
60"
49x33
14
1 21 "
66"-90"
5708 - 64x43
12
24"
96"
-
71x47
10
24"
177x52 - 83x57
a
24"
PIPE
ARCH
54"-120"
126"-138"
40x31 - 112x75
144"
117x79 - 137x87
142 - 91
�5 1 uHm DESIGN AS -BUILT 6::;
6"
10 YEAR 396 CF INV.= 187.25
100 YEAR 876 CF 2LF-12" CMP INV.= 187.52
I I 2LF-12" CMP
8" L = 0. 540
DETENTION PIPE DISCHARGE INV.= 186.55 c�
STORM DESIGN AS -BUILT
�)HUVVN UN WbUUI/AFWA ZSIANUAKU FLAN U-11 ANU FUH bIUHM WITHOUT TREATIVfENT 1. 10 YEAR 0.03 CFS OD
SEWERS IN ACCORDANCE WITH CITY OF EDMONDS STANDARDS. 4. PWRIB SEAMLESS GRAVITY SEWER PIPE AND FITTINGS CONFORMING 100 YEAR 0.07 CFS .\-INV.= 186.551\-INV.= 186.56 INV.= 186.81-/ INV.= 186.82-/
G. BAND SIZE SHALL BE 12" FOR PIPE LESS THAN 42" DIAMETER
AND 49" X 33" ARCH PIPE. TO ASTM F794 AND UNI-8-9 FOR 8"-15" DIAMETER; ULTRA -RIB PVC 50 LF - 64" X 43" CMPA
STORM SEWER PIPE CONFORMING TO ASTM F794 & UNI-B-9 FOR 8"-24" 1
H. BACKFILL AROUND PIPE MUST BE COMPACTED TO A SPECIFIED DIAMETER; AND ULTRA-CORR PVC SEWER AND DRAIN PIPE CONFORMING 100 DETENTION PIPE
TO ASTM F949 AND ASTM F794. RESTRICTOR PLATE----X,' "ACTUAL LOCATION
AASHTO T-99 DENSITY OF 90%. USE REASONABLE CARE IN PAVEMENT CURB W/ ORIFICE 0= 1" OF RISER
HANDLING AND INSTALLATION. WIDTH -
MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "SD": 1 BATTER 1 "R O.C.(SHARP EDGED
1. ALL NON -PERFORATED METAL PIPE SHALL HAVE NEOPRENE -PLAIN CONCRETE. 0.05 51/2- SHOP DRILLED) DETEN ION TANK
GASKETS AT THE JOINTS. O-RING GASKETS MAY BE USED FOR FT./FT. SECTION T
0 S SECTION
TYPE F COUPLING BAND. -DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52). 1/2- R NO SCALE 0A N C A L E
-REINFORCED CONCRETE PIPE. NO SCALE
2. CATCH BASINS AND MANHOLES -GALVANIZED CORRUGATED IRON OR STEEL PIPE (SEE NOTE 3). 6
-GALVANIZED STEEL SPIRAL RIB PIPE, TREATMENT 1 THROUGH 6.
12" cr
1g. ill cr
NOTED. -ALUMINUM SPIRAL RIB PIPE. _E
A. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE -CORRUGATED ALUMINUM PIPE.
4
-ALUMINIZED TYPE 2 CORRUGATED STEEL (MEETS AASHTO .4 �4 0
B. ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW TREATMENT M274 AND M56). 0
LINE SHALL BE A TYPE 11 CB OR LARGER (MANHOLE). -CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP) Lill 18" STANDARD 0
RECOMMENDED REDUNDANT CHECK VALVE
SMOOTH INTERIOR (SEE NOTE 1). 24" ARTERIAL MAY BE REQUIRED BY LOCAL
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL 04
MANHOLE, INLET, AND CATCH BASIN FRAMES AND GRATES JUST -CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP) STEEL SPLIT COVER �CODE, LOCATED OUTSIDE SUMP d
SINGLE WALL, FULLY CORRUGATED (SEE NOTE 2). 24"
PRIOR TO POURING OF CURBS AND PAVING. -POLYMNYL CHLORIDE (PVC) SEWER PIPE.
D. ALL GRATES SHALL BE DEPRESSED 0.1 FEET BELOW PAVEMENT -HIGH DENSITY POLYETHYLENE PIPE (HDPP). 187.40 187.40 2" ELECTRICAL HUB
-PVC SMOOTH INTERIOR WITH CORRUGATED RIB EXTERIOR (SEE NOTE 4). NOTES:
LEVEL. 10"STD1. --24"DIA. CONC SUMP HYDRAULICALLY SEALED
1. CONSTRUCTION OF CURB DETAIL SHALL BE IN ACCORDANCE WITH THE DISCHARGE FLANGE
E. CATCH BASIN FRAME AND GRATES SHALL BE OLYMPIC FOUNDRY MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "CP": STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION GATE VALVE EXTENSION HANDLE COVER DETAIL
AS PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION LIFTING CHAIN OR ROPE PROVIDED FOR DISCHARGE DEPTHS w/PUMP, DISCHARGE SUMP DETAIL
MODEL 5435, 5435A, OR 50503A, LOCKING TYPE OR EQUAL. -PLAIN CONCRETE. AND THE AMERICAN PUBLIC WORKS ASSOCIATION. (WSDOT/APWA SPECIFICATIONS) EXCEEDING 2'-0" FROM TOP OF BASIN PIPING & SPLIT REMOVED 24" DIA. SUMP
MODEL 5435A IS REFERRED TO AS A "THROUGH CURB INLET" ON -DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52). UNLESS OTHERWISE MODIFIED BELOW. 1-1/2- GUIDE RAILS (SSCB) 2" NPT BRASS GATE VALVE FROM VIEW w/COVER REMOVED
THE PLAN. MODEL 50503A IS REFERRED TO AS A "ROLLED -REINFORCED CONCRETE PIPE. 2. ALL CONCRETE SHALL BE AIR ENTRAINED CONCRETE ULASS 3000. 2- NPT (STAINLESS STEEL)
-CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP) - GALVANIZED 4" FLOOR DRAIN PIPE
GRATE INLET" IN THE PLAN. SMOOTH INTERIOR (SEE NOTE 1). 3. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECUREI_�< STAKED, STEEL 8" CMP(CB No. 2) DISCHARGE COUPLING
FORMS ONLY SHALL BE USED ON TANGENT SECTIONS, WOOD P13RMS MAY BE
F. ALL TYPE 11 CATCH BASIN MANHOLES, INLET, AND CATCH -POLYMNYL CHLORIDE (PVC) SEWER PIPE. USED ON CURVED SECTIONS. PUMP GUIDE KIT 00, 185.20 185.20 ALARM LIGHT (OPTIONAL) >-,
-HIGH DENSITY POLYETHYLENE PIPE (HDPP). _l 0 �'4 co nn
-PVC SMOOTH INTERIOR WITH CORRUGATED RIB EXTERIOR (SEE NOTE 4). ALARM LEVEL-185.20 >--SEAL FAILURE co
BASINS SHALL HAVE LOCKING LIDS. ROLLED GRATE NOT 4. FULL DEPTH EXPANSION JOINTS CONSISTING OF 3/8" MINIMUM PREMOLDED JOINT SALL CHECK VALVE - - L2" FORCE MAIN Q-PANEL LIGHTS
APPROVED FOR OUTSIDE OF COUNTY RIGHT OF WAY OR FOR USE MATERIAL SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS, AND AT POINTS 1-1/4- CAST IRON (OPTIONAL
NTH TYPE 11 MANHOLE. OF TANGENCY ON STREETS AND DRIVEWAY RETURNS. MAXIMUM SPACING SHkl'.L BE
MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "RCP": r,4 _"' COO
-REINFORCED CONCRETE PIPE. 20 FEET. SEALED MERCURY OR CONTROLPANEL PADLOCK 6 0 e,
G. STANDARD LADDER STEPS SHALL BE PROVIDED IN ALL CATCH -DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52). 5. CONTRACTION JOINTS (DUMMY JOINTS) CONSISTING OF 3/8" MIN. X 2" OF PP�EMOLDED MECHANICAL FLOAT SWITCH PUMP ON-184.20 LOCATED OFF PROVISION
SUMP
BASINS AND MANHOLES EXCEEDING 5 FEET IN DEPTH, JOINT MATERIAL SHALL BE CONSTRUCTED AT INTERVALS OF 10 FEET. SHIMS FOR DISCH. T PUMP OFF-183.20
6. ALL JOINTS SHALL BE CLEAN AND EDGED. FLANGE ALIGNEMEN
3. PRIOR TO SIDEWALK CONSTRUCTION, CONSTRUCT THE LOT CAST IRON LOCKING
RING AND COVER 7. FINISH SHALL BE A LIGHT BROOM FINISHED. HYDROMATIC SPD 50 E,
DRAINAGE CONNECTIONS AND/OR STUB OUTS BEYOND SIDEWALK. CEMENT CONC. R/W LINE 8. FINISHED CURBS AND GUTTERS SHALL BE SPRAYED WITH A CLEAR CURING COMPOUND. 182.20 182.20 MOUNTING STAND
STUB OUTS SHALL BE MARKED WITH A 2" X 4" AND LABELED CLASS 4000 30' SQ. t3 a 182.20 (OPTIONAL)
"STORM". PAVED 0.0 0 a a
LOCATIONS OF THESE INSTALLATIONS SHALL BE SURFACE 120 a CONDUIT SEAL 6
PLACED ON THE AS -BUILT CONSTRUCTION PLANS AND SUBMITTED 13
TO THE CITY.
4. STORM WATER RETENTION/DETENTION FACILITIES, STORM 12" PVC 6" GASKETED CEMENT CONCRETE 11*
.4 1
DRAINAGE PIPE AND CATCH BASINS SHALL BE FLUSHED AND SPIGOT CAP 14 ER CURB &GUTTER D ttj 0 �
CLEANED PRIOR TO THE CITY OF EDMONDS ACCEPTANCE. SLEEVE OR MECHANICAL VT' L E-i �O 0 E-
JOINT PLUG 0 co e,
DETAIL -1, PQ
FIBER JOINT �5TH AVEN E A E - SSCB AND CB NO. 2
PACKING 4- z
10,
A A 12 24-INCH DIA. SUMP WITH SIMPLEX PUMP
Skx1hflTmRY SEWER NOTES <:)
20" co z
I- I NO SCALE (z) N
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF IEU c,0
EDMONDS STANDARDS AND APWA STANDARD SPECIFICATIONS AS 12" CAST IRON u
NOTED. PAVED AREAS LOCKING RING & COVER mm
CQ
2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED STORM C L E A I'll 0 U T DETAIL ................ . ......... . >
CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, 16 ........ ......... .... ...............
TESTED, AND APPROVED BY THE CITY INSPECTOR. NO SCALE
0 z
z
ko -<4 E-
3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN 2X4 CUT TO LENGTH UPPER 14"PAINTED WHITE
0 w 94
OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR 2'ABOVE FINISHED GRADE S. GAUGE WIRE TO BE 0 p
CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOUBLED AROUND PIPE AND.2X4 STME AT OR
VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY R/W ALLEY R/W ABOVE FINISHED GRADE . 1 200: ......... ......... .......... .................................... !� ......... .........
IN 3m HIGH LETTERS MARK THE NUMBER OF EVEN FEET :!i .. ........ 200
ADDITIONAL UTILITIES NOT SHOWN, IF CONFLICTS WITH 8 8p FROM GROUND ELEVATION 70 SEWER STUB INVERT w w
u; EXIONG
EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE z 0. - - - - - - - - - - - - - -
GRADE7\
CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND VARIES it i�: _�\ .
ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY --d VARIES uj 0
I SEE PLAN z
ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION SEE PLAN 0
z 0.
ON THE PROJECT. w I : z 0
4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY 2.00% 2.00% 196: ......... ...... JQ .... ......... 0 ................... 0
- -,%- r- -,: ... - I I I I'll .......... ..
OR IN EASEMENTS MUST BE "STAKED" BY SURVEY FOR "LINE AND 196
z
STREET SERFACE _>__ U)
GRADE" PRIOR TO STARTING CONSTRUCTION. 2%. z
PROPOSED
WATER 1`40TES. _2" COMPACTED DEPTH CLASS "B" GRADE E4
ASPHALT CONCRETE SURFACE COURSE
1 192: ......... ........... ......... ................... .................. ............................... ..
-2" COMPACTED DEPTH CRUSHED SURFACING ...........
1 ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF .... 192
EDMONDS STANDARDS AND APWA STANDARD SPECIFICATIONS AS TOP COURSE EXIST. GAS LINE
NOTED. 1-9 1. �11_
4" COMPACTED DEPTH CRUSHED SURFACING
BASE COURSE, APPROVED SUBGRADE
6w SIDE SEWER MIN. SLOPE 2.0% MAX SLOPE 50% El
2. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN APPROVED SUBGRADE DETENT1ION:PIPE 0 0.50%
OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR SSMH #1
. . . ....... ........................
CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 188 ................ . ... 50.LF.64"X43" CMPA' z
70p= 19-4-3-0-I(THE-LID SET) ........... . ..........................
VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
.188 c;d
ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH ALLEY PAVEMENT SECTION RUBBER JOINT BISCUIT PLUG OR OTHER INV.= 18B.67(EX. 8"):
Mp 0 1 41
EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE ATIERTIIGHT PLUG : - I i
APPROVED W INV.= 189.50-1-1/:1":
2 TYPICAL NO SCALE- 96 LE,
INV.= 118�.80-6" Z U)
CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND
BUILD MH:OVER & CONNECT
ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY WTEE TO EX. -8" SAN. SEWER
ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION 184: o S.SCB. 24"O.QQNC.. SUMP.... ......... ....... . ...... E4
ON THE PROJECT. R/W SAWCUT EXIST. : ......... ......... ......... :
PAVEMENT 2 LF-limbW:; iIi b*.667.'. 2 LF12-CMP 0 0.50% .1.84 Po':-
18 LF-2" FORCE MAIN W/SMPLEX PUMP
10'-O'±(FIELD VERIFY) SEWER MAIN
3. NO PART OF THE WATER SYSTEM SHALL BE COVERED, CONCEALED TOPt_- 187.40 z
5" TYPICAL C8 #1 TYPE I
OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED AND APPROVED 6" DRIVEWAY 0.02 FT./FT. W/STD. GRATE INV.= 185.20-4"- IN, 2" OUT
BY THE CITY INSPECTOR. SEE: DETAIL, THI� SHEET
Z
.... INV.c:;.19Z60,y .... ................. OB 42- 2e- -0 -GONG.- SUMP .................... :71
"'wa EC6 43 -T-YPE- I-L ............. OB 14: TYPE -11.... ......... 0
INV.= 191.90-8 W/SIMPLEX PUMP
SUMP PUMP NOTES
gx W/SOLID LOCKING LID
W/SOLID LOCKING L11D
7 LF-2" FOROE MAIN P4 FX4
TOP= 187.40 TOP= 191.76 TOP= 191.76
STORM DRAIN) C) 9�
V4 INV.= 185.20'-8" IN, 2m OUT
1. PUMP IN CB #2 TO BE HYDROMATIC SPD50H OR EQUAL. -18" SEE DETAIL, THIS SHEET INV.= 187.25-6" INV.= 187.52-6" 0 pq
TOTAL DYNAMIC HEAD= 15 FEET. PEAK DISCHARGE= 76 GPM. INV.= 186.55-8".12' INV.= 186.82-12" P4
NEW CURB & GUTT V..4 P.4 pz:.j
2. PUMP IN CB #6 TO BE HYDROMATIC W25 OR EQUAL CITY OF A A S ENGINEERING PROFILE DETENTION SYSTEWFLOOR MAHN' OUTFALL 0224 0
TOTAL DYNAMIC HEAD= 8 FEET. PEAK DISCHARGE= 5 GPM. EDIVIOND D I V I S 10 N P4
REVISIONS SCALE: 1"= 20' H CITY of EDMONDS 0
STANDARD DETAILS F4
3. PUMPS AND CONTROLS TO BE INSTALLED PER MANUFACTURERS 7 1"= 4! V APPROVED FOR CONSTRUCTION E-4
RECOMMENDATIONS.
TYPICAL SIDE SEWER
TYPICAL CONCRETE CALL 48 HOURS
PUM
IC. H11DF'
720-
�2
4. PUMP TO HAVE GENERATOR BACKUP. GENERATOR SIZE AND )§,HDAE ALK DET I SCALF--
BEFORE YOU DIG
INSTALLATION TO BE DETERMINED BY ELECTRICAL CONTRACTOR. SHT C6 OF 6
5T UE S. 1-800-424-5555 Z301!nq
46TY ENGINEER bATE
JOB NO:99-4505
wxmvma
PIPE
ARCH
GAGE
BAND
12"-27"
17x13 - 42x29
16
12"
30"-36"
28x3O - 35x24
14
21 "
42"-54"
42x49 - 49x33
12
21 "
1 60" 157x38
- 64x
24"
PIPE
ARCH
36"-60"
66"-72"
78"-96"
60x46 - 95x67
1106"-144"1103x7l
- 112x751
-571,410
Ll�-
Lj No PERNUT-STOP WORK -REMOVE CONSTRUCTION OR OBTAIN PERNUT AND MAKE WORK COM[PLY
WITH ALL APPLICABLE CITY CODES.
F-1 CONSTRUCTION Is NOT IN ACCORDANCE WITH APPROVED PLANS AND PERNUT - STOP WORK.
MAKE WORK COMYLY WITH APPROVED PLANS AND PERNUT OR REMOVE.
F-1 STOP WORK - UNTIL AUTHORIZED To CONTINUE By CITY INSPECTOR.
CORRECTIONS LISTED BELOW MUST BE MADE: BEFORE WORK CAN BE APPROVED AND/Oft THE
NEXT PHASE IS STARTED; To AVOID POSTING OF A STOP WORK ORDER� ORDER To
CORRECT, OR ABATEMENT PROCESS.
F-1 JOB CARD MUST BE POSTED ON SITE AND BE VISIBLE FRom STREET.
F-1 APPROVED PLANS MUST BE AVAILABLE To INSPECTOR ON SITE.
DWORK DESCRIBED BELOW HAS BEEN INSPECTED AND Is APPROVED.
CONTACT INSPECTOR AND ARRANGE FOR APPOINTMENT.
RECALL FOR INSPECTION.
THE ACTIONS OR
D&YS OR P! AILTIES MAY BE ArP S
—ro fjD
Bui ing Division Planning Department Engineering Department
CITY OF EDMONDS
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CITY OF EDMON05 - 7110 210th 5t 5W; EDMOND5, WA 98026
Phone: 425-771-0235 Fax.- 425-744-6057
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Fax #:
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:7 F Y OU COULD &6-7- Y'14,-- P C 0 57 9 0,0 Af /-J Ve,&Y 7-JM 46 Ltwe
LUOULV J36 aizf-111-1
AT-50 TAPERED ALUMINUM LIGHTING STANDARDS
PIPE ARM Model .46
0 EMBEDDED BASE DESIGN
20' to 30' Mounting Heights
SPECIFICATIONS
SHAFT: Round tapered shaft is fabricated from 0.135" or
0.188" marine sheet alloy 5086-H34 (ASTM B-209). Base
diameter is 8" or 9" (nominal) depending on mounting
height and arm reach.
SHAFT CAP: Stamped cap of alloy 1100 (ASTM B-209) is
used with 20',25'and 30' mounting height poles. All others
receive a cast cap of alloy 356 (ASTM B-26).
FASTENERS: All screws, nuts and bolts are made of AISI-
300 series stainless steel.
PIPE ARM SOCKET: Cast of alloy 356-T6 (ASTM B-26).
PIPE ARM:- Made of alloy 6061-T6 (ASTM B-429), 2"
NPS schedule 40 pipe (2%" O.D.) except 8' arm which
will be 21/2 " NPS schedule 40 pipe (21/e " O.D.)
WIRE ENTRANCE HOLE: A V/2" dia. wire entrance hole
with rubber grommet is located at 18" below grade.
HANDHOLE/COVER: Reinforced handhole with cover. Nom-
inal 4" x 6-1/2" size located 6'6" from base of shaft and 18"
from ground level to center of handhole. Opposite handhole is
a 1/2" 13 UNC stainless steel grounding bolt with lockwasher
and jam nuts.
COATING MATERIAL: Although aluminum can be safely
buried in many materials that destroy steel, general
precautions are recommended because of unpredictable
moisture and chemical variations in almost every material.
To assist in protection, a bituminous coating is applied to the
shaft. The coating material is applied to the inside and
outside of the shaft for a length of 5'-2" from the base end.
EMBEDMENT: Shaft embedment shall be in concrete with
an ultimate strength of at least 2,000 lbs. per sq. in. in 28
days. Diameter and depth of concrete casing depends on
local soil and loading conditions,and arethe responsibility of
the customer. The concrete casing shall be sized to prohibit
significant foundation movement under maximum loading
conditions.
CONCRETE ADDITIVES: Calcium chloride is sometimes
used to speed concrete setting. In limiting its use, the
American Concrete Institute and most codes recognize the
threat of damage to embedded metals (and/or weakening of
the concrete itself) posed by this additive. Other additives,
relatively neutral, are preferred. When aluminum is to be
buried in concrete, the concrete shall contain no chlorides.
The aluminum should not contact dissimilar metals such as
bare steel or copper which may also be embedded in the
concrete.
NOTE: If poles are stored outside. protective wrapping must be
removed immediately to prevent staining.
LS-46-280
Me]
PIPE ARM Model 46
NLS Lighting Standards are designed in accordance with withstand 100 mph constant wind loading (1.3 gust
P r
e outlined in the AASHTO "Standard Specifications factor — gusts to 130 mph). Designs for other wind speeds are
ay Signs' Lu
s
procedures outlined
f f Stru t ts f i
or Structural Supports for Highway Signs, Luminaires and available upon request. Projected area is based on AASHTO
T T ffi Si I . 1 9 Usi s proc Ur S,
c g s g
raffic Signals," 1975. Using these procedures, standards will specifications and a luminaire drag coefficient of 0.5.
NOMINAL MAX. LUMINAIRE RTG. PER ARM APPROX.
MOUNTING ARM SHAFT WALL PROJECTED SHIPPING
CIO
HEIGHT REA�H TAPER THICKNESS WEIGHT AREA WEIGHT
CATALOG (FT.) (FT.) (IN.) (IN.) (LB.) (SQ. FT.) (LB.)
142—K-00-1.111-MMI—F, M, ro-LAM
46- 8423-0621 20 6 8.2 x 4.35 .135 100 4.0 82
I_K5'4Q
2
46- 9428-0421 25 4 9.0 x 4.35 .135 100 4.0 100
Z W
46- 9428-0831 25 8 9.0 x 4.35 .135 100 4.0 ill
Cl)
x 3.90, ".135 M ff -5m
9.0 3.90 100 4.0 118
30 6 x .135
3
_�M_ -
_3AM ZE� __ :��, i 1 15.
NOMINAL
MAX. LUMINAIRE RTG. PER ARM
MOUNTING
A RM
APPROX.
SHAFT WALL PROJECTED SHIPPING
HEIGHT
REA�H
TAPER THICKNESS WEIGHT AREA WEIGHT
CATALOG (FT)
(FT.)
(IN.) (IN.) (LB.) (SQ. FT.) (LB.)
F4
9Z
46-8423 -0622 20
6
8.2 x 4.35 .135 100 4.0 92
Z
46- 9428-0422 25
4
9.0 x 4.35 .135 1 0 .0- 108
-35 �3
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8
9.0 x 4.35 .135 100 4 130
I =1r.10 r= ME 190i, =I- "DIMM
__�tL42.3�2622 30..
6
9.b x 3.90 .135 100 IV, 4.0 128
Options for Embedded Poles
Opt. 604 - Astabilizing plate made of extruded
alloy 6061 J6 (ASTM B-22 ])is
welded to the bottom of the shaft to
aid in resisting torsional movement.
Opt. 606 - '/,--13 U.N.C. aluminum nut for
grounding, welded to outside
of shaft at 2" above wire en-
trance hole.
Opt. 607 - Second 1'/2" dia. wire entrance
hole with rubber grommet at
optional location.
EMBEDMENT DETAIL
1 '/2 " dia. wire entrance hole 6'6"
with rubber grommet n. Hand Hole
DESIGNED FOR POSITIVE ALIGNMENT
Notch to match —
key in arm soc at. 6/Hol: for
set crew
locking.
O-Ring
Seal
Large weld area
that distributes
arm load.
A special socket of alloy 356-T6 is factory welded to the
shaft. Incorporated in the casting is an integral key and a
positive set screw which locks the arm into position.
Y. 18"
51
Protective
Embedded
Coating
Depth OR ADDITIONAL INFORMATION CONTACT -
NATIONAL LIGHTING STANDARDS
Marketing Off ice — P.O. Box 72,
Concrete Stabilizing Plate Crawfordsville, Indiana 47933
(See specifications) (optional)
Manufacturing Office —1409 Hill Street,
NOTE: These specifications are intended for general information purposes
only. National Lighting Standards reserves the right to change material or Louisville, Kentucky 40210
design, without prior notice, in a continuing eltort to upgrade our products.
Nov-21-00 12:55P
P. 01
RECEIVED
NOV 2 2 2000
ENGINEERING DIVISION
FAX TRANSMITTAL
NAME:
FAx No: -77/- ac,?� / -
HAMMERWORKS
A DESIGNIBUILD FIRM
DATE: /1 /01100
kfJC4j1QEekfA18 (77f-a,
RE: A -vL- S
MESSAGE:
"Z �--rs I \ PAGES:
FROM:
(Including Cover)
CC: jt�--
oHAMMERWoRKS LLC*400 Dayton Street. Suite C*Edmonds, Washington 98o2o*(425)775-0564*Fax(425)776-574'B*
HAMMERWORKS
A DESIGN/BUILD FIRM
October 26, 2000
Ms. Jeannie McConnell
Engineering Department
Community Services Department
City of Edmonds
121 Fifth Ave. N
Edmonds, WA 98020
Dear Ms. McConnell,
Attached is a list of corrections required for final approval for the 210 Fifth Avenue Building (permit
*200687). We have complied with all items on the notice dated September 29, 2000.
If you would like to go through the building at any time to confirm these corrections, please contact
me at 425-775-0564.
Sincerely,
Bradley Butterfield
Enclosure 11231YO Spat lylkf� pj+S�l G� OWN= Ve
C ntf
*HAMMERWORKs LLC*400 Dayton Street, Suite C*Edrnon!,b� 98020*(425)775-0564*Fax(425)776-5746*
City of Edmonds - 30 day Corrections Required for Occupancy U. McConnell)
210 Fifth Avenue Building
9/29/00
I Re -mud pipe in north alley catch basin.
Completed on 1017100.
2. Clean debris from catch basin.
Completed on 7017100.
3. Stripe for no parking at north outside space
Completed on 10118100.
4. Reduce two small stalls to one space.
Completed on 10118100.
5. Light pole on Fifth to be resolved.
Dan Fruhling of Fruhling Inc, an excavation company, struck the light
pole. Mr. Fruhling contacted the City of Edmonds on October 24, 2000,
and is arranging to have the City's engineer determine the soundness of
the light pole.
6. Mark "compact" spaces as such.
Per phone conversation with Jeannie McConnell, it is at the owner's
prerogative. Spaces have not been marked.
7. Okay to wrap columns for protection; will not diminish stall size.
Completed on 70172100.
8. Add V to ADA ramp between stalls.
Completed on 10118100.
*HAMERWORKs LLC*400 Dayton Street, Suite C*Edmonds, Washington 98020*(425)775-0564*Fax(425)776-5746*
luLt
RECEIVIEW
OCT 4- 10
ENGINEERING
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During the Mobilization and Erosion Control inspection, a site meeting with the Developer / Builder will include a
review of the following. At this time, any concerns regarding site development and construction may be addressed by
either or both parties. Upon completion of the site meeting, the Developer / Builder will be asked to sign the Inspection
Checklist confirming that the review has been understood.
1. General Inspection of Permitted Work
Conduct inspections of. (See Site Inspection Record & Engineering Inspection Handout).
Posting of Notices, Site Inspection Record & Engineering requirements (location for postings on site).
2. Construction hours
Construction may be performed only during the following hours: Weekdays — 7:00 AM to 10:00 PM.
Weekends: 10:00 AM to 6:00 PM. Construction work shall not be performed within the right-of-way during the
/3 hours of dargess —without written permission by the City Engineer.
Permits
A separate Right -of -Way Construction Permit is required for all work performed on public property.
4. Staging of materials, job shack and equipment us�p—
A street use permit is required for the staging of materials, job shack and equipment within the right-of-way.
5. Erosion control
Builder/Owner is responsible for containing all temporary runoff and erosion control on site.
The roadway is to be kept clean and clear of all debris and materials.
Require erosion control per the approved plan and per general requirements. Ensure that the erosion control
practices are maintained as needed during the course of the construction activities and until vegetation is
established. ?—�o C— 6-'r—n
Properly install and maintain erosion control fences per the approved plan and where directed by the City Engineer.
Properly install and maintain stabilization methods of exposed areas.
No work shall be performed within 15 feet of any stream without approval of the City Engineer.
6. Rock entrance
Require installation and maintenance of the rock construction entrance per the approved plan and standard detail.
/7. Pedestrian safety
Require pedestrian safety measures per approved plan, per construction practice or as directed by the City Engineer.
8. Traffic control
Require traffic control per approved plan and per general requirements.
9. Truck route I r-f,3C+m"+' I -.a WT -5-+11 A-i
Require trucking operations be conducted per the approved truck route plan.
The Contractor shall at all times keep, the,$JhJ%of-way clean of trash, debris, dirt, mud and an
,.Y,
2. , . I"
which cor;9AtyWVWAsijhtly and dW-aFfly m6IF other materials
M. Sete liazArds.1 Public notl4leation
Check ffrVighedi'slan - e hazards when adjacent to City street.
Signage & striping, as well as Fire/Aid address sign and traffic control, installed per approvqAplan.
Z12. Drainage
Engineering inspections are required on storm drainage systems, tightlines and catch basin installations.
Inspections are required prior to backfilling.
Require that all footing drains not be connected to the detention system.
Materials:
Detention Pipe (See Drainage Handoutfor materials allowed.)
Tightline (See Drainage Handoutfor materials allowed.)
Concrete structures
Require that all concrete structures be built per approved plans and per the City of Edmonds Standard Detail.s.
Inspections are required prior to pouring of concrete:
Curbs (require full length replacement)
Gutters
Approaches
Sidewalks (require full width replacement)
Curb ramps
• Require a clear sealer
• Require a construction joint at the property line when applicable
,---14. Grading
Driveway slope shall not exceed 14% without a waiver. Every attempt should be made to keep the slope below
14%. No driveway grades are to exceed 20%.
Require driveway slope, width and cross section per approved plan.
Require all stockpiled graded materials to be covered.
,--I"aving I
On all non curb and guttered streets, require acp paving approach 20' from edge of pavement or to the right-of-way
line, whichever is greater.
Driveway entrance to be installed per approved plan and not to exceed legal width per City code.
Driveway turn -around to be installed per approved plan.
Require cast iron cover over sanitary sewer cleanout when in hard surface.
,.--f6. Final Inspection
Repair or replace all defective existing curb, gutter and sidewalk adjacent to the property.
Restoration of right-of-way shall be performed by the contractor.
Storm drainage system to be cleaned of any and all debris. A TV recording of the sanitary sewer system may be
required prior to acceptance. The TV inspection is to be performed prior to paving.
All Engineering requirements must be met.
Permit No. CA a 13 In Site Address ", i o 4&41\ Ax- Edmcn&
Developer/Builder Sig"re
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BASIS OF BEARINGS:
PLAT OF SURVEY BY CHENOWETH AND ASSOCIATES,
INC.,
MERIDIAN REF: R.O.S. #9201235004 RECORDED
IN
SNOHOMISH CO., WASHINGTON, CENTERLINE OF
5th
AVE. SOUTH, AS THE BEARING OF N 00*02-20"
E.
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ASSUMED ELEVATION OF 200.00 FEET ON P.K.
NAIL
AT SW CORNER OF POWER VAULT IN CONC. WALK
BY NE CORNER OF PROPERTY.
NOTE:
THE BOUNDARY AND TOPOGRAPHY SHOWN IS
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P.S.
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NOT TO SCALE
PROJECT INFORMATION:
OWNER/APPLICANT ............................................................. 5th AVENUE PARTNERSHIP
400 DAYTON, SUITE C
EDMONDS, WA 98020
PHONE: (425)775-0!564
ARCHITECT ........................................................................... BUTTERFIELD DESIGN GROUP
400DAYTON
EDMONDS, WA 98020
PHONE: (425)775-0564
PROJ. ARCH.: STEVEN BUTTERFIELD
SURVEYOR/ENGINEER .......................................................... GROUP FOUR,INC.
16030 JUANITA-WOODINMLLE WY. N.F_
BOTHELL, WA. 98011
PHONE: (425)775-4581 OR (205)362-4244
PROJ. ENGR.: BRYANT MERCIL
-EXISTING ZONING .................................................................. RM-2.4
WATER�,�,,, SEWER .................................................................. CITY OF EDMONDS
SCHOOL DISTRICT ................................................................. EDMONDS SCHOOL DISTRICT No. 15
FIRE DISTRICT ...................................................................... CITY OF EDMONDS
......................................... I ...............................
LEGAL DESCRIPTION:
-ALL THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST.
W.M., DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 134 FEET SOUTH OF THE SOUTHWEST CORNER OF DAYTON
.,AND FIFTH STREETS IN THE CITY OF EDMONDS:
THENCE SOUTH ALONG THE WEST LINE OF SAID FIFTH STREET FOR 100 FEET;
THENCE WEST FOR 123 FEET, MORE OR LESS TO THE EAST LINE OF THE ALLEY;
THENCE NORTH ALONG THE EAST LINE OF SAID ALLEY FOR 100 FEET;
THENCE EAST FOR 123 FEET. MORE OR LESS, TO THE POINT OF BEGINNING.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
CITY OF EDMONDS GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE & MUNICIPAL
CONSTRUCTION" AND STANDARD PLANS AS ADOPTED BY THE CITY
OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY
HEARINGS.
2. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE
CITY OF EDMONDS AND THE CONTRACTOR SHALL NOTIFY THE CITY
OF THEIR SCHEDULE IN SUFFICIENT TIME TO PERMIT
INSPECTION PRIOR TO AND DURING THE WORK.
3. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS
DRAWING FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN
LOCATING SAID FACILITIES IN THEFIELD. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN
THE FIELD AND CHECKING NTH APPROPRIATE AGENCIES THAT
MAY HAVE UNDERGROUND FACILITIES WITHIN THE PROJECT
LIMITS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS
OPERATIONS.
4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
CLEAN, FLUSH, d)Aj1jVd- ftEffjLA&ft%& PMW
---------- 11 � 5%1% fl
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C1.
COVER SHEET
C2.
CLEARING, GRADING,
T.E.S.C. & DEMOLITION PLAN
C3.
CLEARING, GRADING
AND T.E.S.C. NOTES AND DETAILS
CALL 48 HOURS
C4.
GARAGE LEVEL STORM DRAIN, WATER & SEWER PLAN
BEFORE YOU DIG
Qp)
C5.
FIRST FLOOR LEVEL
STORM DRAIN, WATER & SEWER PLAII
AND DETAILS
1-800-424-5555
C6.
PAVING, DRAINAGE,
SEWER NOTES
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REMOVE EXISTING
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SEE DETAILS ON
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BASIS OF BEARINGS:
PLAT OF SURVEY BY CHENOWETH AND ASSOCIATES, INC.,
MERIDIAN REF: R.O.S. #9201235004 RECORDED IN
SNOHOMISH CO., WASHINGTON, CENTERLINE OF 5th
AVE. SOUTH, AS THE BEARING OF N 00*02'20" E.
BENCH MARK:
ASSUMED ELEVATION OF 200.00 FEET ON P.K. NAIL
AT SW CORNER OF POWER VAULT IN CONC. WALK
BY NE CORNER OF PROPERTY.
DEMOLITION' NOTES:
1. CONTRACTOR SHALL AQUIRE ALL NECESSARY PERMITS PRIOR TO COMMENCING
DEMOLITION AND OR CONSTRUCTION.
2. ALL DEMOLITION MATERIAL SHALL BE DIPOSED OF IN ACCORDANCE TO CITY
OF EDMONDS REQUIREMENTS.
3. THE ENTIRE SITE SHALL BE CLEARED. ALL BUILDINGS, PAVEMENT AND
UTILITIES SHALL BE REMOVED AND DISPOSED OF AT THE APPROPRIATE FACILITY.
P 4' 0 T' E 9:
ENTIRE SITE TO BE EXCAVATED FOR GARAGE CONSTRUCTION. SEE SHEET C4 AND
SHEET A-2 FOR PROPOSED ELEVATIONS.
ColkNISTRUCTION' SEQUEONCE
1. ATTEND PRE -CONSTRUCTION MEETING.
2. INSTALL FILTER FENCE.
3. INs'rALL TEMPORARY CONSTRUCTION ENTRANCE.
4. CLEf"'.R AND GRUB SITE TO LIMITS OF CLEARING AS SHOWN
ON PLANS.
5. ROUGH GRADE SITE.
6. INSTALL UTILITIES (POWER, STORM, SANITARY, ETC.)
7. CONSTRUCT BUILDING
8. FINAL GRADE/PAVE, MAINTAIN MINIMAL CB PROTECTION.
9. FLUSH STORM DRAINAGE SYSTEM (IE., CLEAN OUT &
TEST SYSTEM).
10. REMOVE ALL TESCIP FACILITIES ONLY AFTER ENTIRE
SITE HAS BEEN STABILIZED.
SHEET 5 FOR NEW LOCATION)
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CITY of EDMONDS
APPROVED FOR CONSTRUCTION
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TY ENGINEER D�t'
SHT C2 OF 6
JOB NO: 99-4505
SE1/4, SEI/4 SEC. 23 TWP. 27N RGE. 3E qW.M.
SITE GRADING AND T.E.S.C. NOTES- 2"x2"xl4 GA. WIRE MESH
1. TESC MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE WORK FILTER FABRIC-MIRAFI- OR EQUAL (OPTIONAL, SEE <
(SEE ATTACHED DETAILED GRADING PLAN). AS REQUIRED 100' MIN. EXCEPT 140N OR EQUAL, ATTACH NOTES 4 & 6) 2X4 DOUGLAS FIR
MAY BE REDUCED TO 50' MIN. FOR W/ STAPLES OR WIRE RINGS NO. 1 GRADE OR
2. PUBLIC STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS SITES WITH LESS THAN ONE ACRE PROVIDE FULL WIDTH 3/4"-11/2" DIA. EQUAL ALT-STEEL
DURING EXCAVATION AND FILL OPERATIONS. OF EXPOSED SOIL. OF INGRESS/EGRESS WASHED GRAVEL FENCE POST LO
AREA.
3. TH E TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITY EACH SIDE
SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE 6"
LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY
EROSION/SEDIMENTATION CONTROL PLAN. THESE FACILITIES ki
MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND
LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON -SITE 12" MIN. _2
EROSION HAS PASSED.
M
WATER QUALITY REQUIREMENTS AND/OR CLEARING LIMITS MAY
RESULT IN REVOCATION OF PROJECT PERMITS, 2
4. NON-COMPLIANCE WITH THE EROSION CONTROL REQUIREMENTS,
<
AND BOND FORECLOSURES. PLAN APPROVAL 4" 8" SPALLS 2
01
VARIES u
5. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL R 25.0', TYP. (SEE NOTES 2 & 6)1
ESTABLISHED GROUND COVER THAT FULFILLS THE REQUIREMENT OF -
THE APPROVED CONSTRUCTION PLANS. TYP. CL
BURY FILTER FABRIC IN w
6. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND
A GRAVEL -FILLED TRENCH
ADEQUATELY PROTECTED TO PREVENT EROSION. HYDROSEED ELEVATION SECTION
PREFERRED. 19 9�
To
7. ESC MINIMUM REQUIREMENT - STABLIZATION OF EXPOSED AREAS: NOTES: NOTES:
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE 1 . CONSTRUCTION ENTRANCE SHALL BE USED FOR TIRE CLEANIN G/WASH DOWN ONLY. 1 . THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE
STABILIZED BY SUITABLE APPLICATION OF BMP'S, INCLUDING, BUT NOT GENERAL CLEANI N G/WASH DOWN (CONCRETE BOOMS, ETC.) SHALL OCCUR AT LENGTH OF THE BAFRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY,
LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC APPROPRIATE OFF -SITE LOCATIONS.
FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, NTH A
COVERING, OR MULCHING. ALL BMP'S SHALL BE SELECTED, DESIGNED,
AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED 2. HAZARDOUS CONDITIONS MAY EXIST NEAR THE CONSTRUCTION ENTRANCE MINIMUM 6" OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST.
SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIME TABLE. LOCATION (OVERHEAD POWER, ETC.). THEREFORE, IT SHALL BE THE FULL 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE
(TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO RESPONSIBILITY OF THE CONSTRUCTION ENTRANCE USERS TO EMPLOY SAFETY FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6' APART AND DRIVEN
(2)DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN PRECAUTIONS AS DEEMED NECESSARY. SECURELY INTO THE GROUND (MINIMUM OF 30-).
SEVEN (7) DAYS FORM MAY 1 THROUGH SEPTEMBER 30). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8- WIDE AND 12" DEEP, UPSLOPE AND
ADJACENT TO THE V/OOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED.
8. ESC MINIMUM REQUIREMENTS - STABALIZATION OF EXPOSED AREAS. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-
STABALIZED BY SUITABLE APPLICATION OF BMP'S, INCLUDING, BUT NOT TEMPORARY GRAVEL DUTY WIRE STAPLES AT LEAST 1- LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL
LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC EXTEND INTO THE TFENCH A MINIMUM OF 4" AND SHALL NOT EXTEND MORE THAN 30"
COVERING, OR MULCHING. ALL BMP'S SHALL BE SELECTED, DESIGNED ABOVE THE ORIGINAL GROUND SURFACE.
AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE,
SOILS SHALL BE STABALIZED ACCORDING TO AN APPROVED TIMETABLE. AND 20" OF THE FA3RIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT
(TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO EXTEND MORE THAN 30" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT
(2) DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN BE STAPLED TO EXISTING TREES.
SEVEN (7) DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 6. WHEN EXTRA-STREN�3FH FILTER FABRIC AND A 4' POST SPACING ARE USED, THE WIRE MESH
SUPPORT FENCE MA' BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR
WIRED DIRECTLY TO THE POSTS NTH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. Icr
r
0
7. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM DIAMETER WASHED GRAVEL. 0
C14
G E 11111 E R A L 1`40 T E S 8. FILTER FABRIC SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT
C-4
NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABLIZED.
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH 0
N z 00
THE CITY OF EDMONDS, WASHINGTON STATE DEPARTMENT OF 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST 0 V)
DAILY DURING PROLCNGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. w
TRANSPORTATION /AMERICAN PUBLIC WORKS ASSOCIATION 1994 15
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL x
CONSTRUCTION, AND TTiE 1989 WSDOT HYDRAULICS MANUAL. FILTER FENCE DETAIL
2. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO 4 NO SCALE
INSPECTION BY THE CITY INSPECTOR OR HIS DESIGNATED
REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE CONTRACTOR
SHALL CONTACT THE CITY INSPECTOR TO SCHEDULE A
PRECONSTRUCTION CONFERENCE.
18" MIN.
3. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING, GRAVEL (12" MIN. DEPTH)
LOGGING OR GRADING, THE SITE CLEARING LIMITS AS SHOWN ON DO Z=POICO E
0
THESE PLANS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE en pa0c�:-c>(vo *02
n
Z��o OE��eo *6 0 (Z P-4
PROJECT SURVEYOR OR ENGINEER. THE PROJECT SURVEYOR OR 0 0 CQ
ENGINEER'S NAME AND TELEPHONE NUMBER ARE GROUP FOUR,
I 141119�19/� _� ..
INC., (425) 775-4581.
7,7",777,7777-
FILTER
FILTERED FABRIC
WATER
E-
TEMPORARY GRAVEL
C 0 IN'S T R U C T I O'N' E him'T R A INIC E
1. 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 SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED,
THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. z
t4 E-
2. AGGREGATE: 4" TO 8" QUARRY SPALLS. P4
3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 6
INCHES THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR
INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT
LEAST 50 FEET. z
0
4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF
THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE
GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC z
ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A
SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO
CO
MAKE WASHING MORE CONVENIENT AND EFFECTIVE.
5. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC
RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH FILTER FABRIC IS TO BE E4 Co
STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT ANY GRATE PLACED BETWEEN FRAME llo.4
STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, AND GRATE. 4d 0-4
WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS
MUST BE REMOVED IMMEDIATELY.
Z
5
pq E cn
FRAME 0 14
SILTATION BARRIERS Z 0
1. SILTATION BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. CLOSE IZT4
ATTEN11ON SHALL BE PAID TO THE REPAIR OF DAMAGED BALES, END RUNS AND
UNDERCUTTING BENEATH BALES. NECESSARY REPAIRS TO BARRIERS OR
REPLACEMENT OF BALES SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT cq
DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE
REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF CITY of EDMONDS E4
FABRIC CB PROTECTION
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE APPROVED FOR CONSTRUCTION
AFTER THE STRAW BALE BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED CALL 48 HOURS
TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
BEFORE YOU DIG A SHT C3 OF 6
11-800-424-5555 C/CITY F EER DA
JOB NO:99-4505
SE1/4, SE1/4 SEC. 23 TWP. 27N. RGE. 3E. qW.M.
10011EI'p /Doz,--/-/
11PANS, ZICH7,-
CONV0175
WA: 1+b4.UU: U.UU-Ll
NEAT SAW CUT LINE -
MATCH EXIST. PAVMENT
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OP=194 6J 195.00(NEW)
/g/. 5Z9'�'ONC (S)
IgI. '7 T_ -T'�'O/vc (5v
IN V 4 " 5 7A N, OPIPz
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CONNECT NEW 8"SD
INV.-191.53
REMOVE EXIST. 8"SD
FACE OF WALL ON
P_ (SEE ARCH. PLAN)
REMOVE EXISTING ASPHAL'
PAVEMENT. CONSTRUCT NI
PAVEMENT PER DETAIL
CONNECT 6" PVC SIDE SEWER
0 2.00% MIN. TO BUILDING SEY
SSMH #1
STA: 2+22.68; 3.00'RT.
MP= 194.70 �FIELD SET)
INV.=l 89.50-2
INV.=188.80-6"
INV.=188.67-EX.8"
BUILD MANHOLE OVER
AND CONNNECT TO EXIST.
SAN. SEWER
ffif-60PVC SIDE SEKR 0 2.00M
18LF-2" FORCE MAIN
(PE CL 200 OR PVC SCH. 40)
CB #1 TYPE 1
STA- 9-9-41 33- 1 6-8-T-T.
W§T6., G' ffAT9 *
MP=194.60(FIELD SET)
INV.=l 92.60(K)
INV.=191.90(8 )
STA: 2+59.83; 5.001T.
F.D. RIM.=187.24
TRANSFORMER ACCESS -
VAULT, SEE STRUCTURAL
PLANS
CB #5 TYPE 1
STA: 2+67.25; 1.00' RT.
W/STD. GRATE
MP=194.60(FIELD SET)
INV.=l 92.05
EX151. C19
70P=194.21
IF= / -92. / /
(REMOVE)
STA: 3+00.00; 0.00'LT.
NEAT SAW CUT LINE
MATCH EXIST. PAVMENT
STIA: 0+00.00; 0.00' LT.
IN X C DAYTON STREET
& Q R/W
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CONNECTION FROM
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z X15711'VC
A/Z ZR 9ox
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W/SOLID LOCKING LID
TOP=191.76
INV.=187.25-6"
INV.=186.55-8",12'
SEE SHT. C6 FOR DE ILS.
-DOUBLE DETECTOR CF CK VALVE
ASSY. IN GARAGE. SE:: WATER
SERVICE NOTE 1 THIS SHEET.
PROPOSED 4" WATER
MAIN, SEE SHEET C5
Copp/ --pi T4611_11� //v
C0NC/FZ_TZ- IN 57
Z-_� I 7S' ' 7-
10'Z)R41VT
1 $� =10'
NOTE:
ELEVATIONS AND DIMENSIONS SHOWN ON THIS PLAN FOR
INFORMATION ONLY. FOR DIMENSIONS AND ELEVATIONS OF FIRST
FLOOR SEE SHEET A-3.
NOTES: - WATER SERVICE
1. THE LOCATION AND SIZE OF THE FIRE SERVICE CONNECTION TO BE
DETERMINED BY A MECHANICAL ENGINEER OR SPRINKLER DESIGNER
PRIOR TO CONSTRUCTION.
2. THE LOCATION AND SIZE OF THE DOMESTIC WATER LINE AND THE
S I 27E OF THE WATER METER FOR THE DOMESTIC SERVICE TO BE
DETERMINED BY THE PLUMBING CONTRACTOR PRIOR TO CONSTRUCTION.
NOTES: - SUMP PUMPS
1. PUMP IN CB #2 TO BE HYDROMATIC SPD50H OR EQUAL.
TCTAL DYNAMIC HEAD= 15 FEET. PEAK DISCHARGE= 76 GPM.
2. PUMP IN SSCB TO BE HYDROMATIC W25 OR EQUAL
TOTAL DYNAMIC HEAD= 8 FEET. PEAK DISCHARGE= 5 GPM.
3. PUMPS AND CONTROLS TO BE INSTALLED PER MANUFACTURERS
RECOMMENDATIONS.
4. PUMP TO HAVE GENERATOR BACKUP. GENERATOR SIZE AND
INSTALLATION TO BE DETERMINED BY ELECTRICAL CONTRACTOR.
Z7�1'151_11VC, 8 111,�4 IZ-R U14IN
STOR3,1 z9l?AIN
(FR6211/ 07-Y R,--_C01F,95)
_465-
EXISTING CONTOUR
- -
PROPOSED GRADED CONTOUR
-SD-
EXISTING STORM DRAINAGE
_SD -PROPOSED
STORM DRAINAGE
--ss-
EXISTING SANITARY SEWER
w -
EXISTING WATER
ME
EXISTING CB, TYPE 1
BE
PROPOSED CB, TYPE 1
EXISTING CB, TYPE 2
PROPOSED CB, TYPE 2
Q
EXISTING SSMH
S
BENCH MARK
CITY of EDMONDS
APPROVED FOR CONSTRUCTION
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e"CITY ENGINEER DATE
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OF 6
JOB NO:99-4505
SE1/4, SE1/4 SEC. 23 TWP. 27N. RGE. 3E. qW.M.
10011EI" POZEZ-
/7-
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COMMITS
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PROPOSED
SANITARY SEWER
SYSTEM
SEE DETAILS ON
SHEET C4
PROPOSED STORM
DRAIN SYSTEM,
SEE DETAILS ON
SHEET C4
60" X 60" LID TO
TRANSFORMER ACCESS
BELOW
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FOR DETAILS OF WORK
OUTSIDE OF R/W LINE, C*4 SAW CUT EXIST.
SEE 5HEET A-1 OF /d PAVEMENTAT
PROPOSED GUTTER
ARCHITECT PLANS.
" r4
41. LINE
FLO�R DRAINS TO BE
__CONNECJED_ TO
GARAGE FLOOR DRAIN [:;;EWSIDE A CURB & GUTTER PER
LINE� (BY PLUMBER)
STAI R WELL
AW 1.44
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SEE- AR
3"HITECTURAL -PLANS,-
- -- -DOME
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195.9
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THIS SHEET 200. 16
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SEE SHEET C-4
1-4" GATE LVE OUTSIDE BLDG.-
0
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4
4
201.571
200.87
04
31
STORM DFAIN SYSTEM. BUILE ING SPRINKLER
41
EX.
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SEE SHEE'r C-4 SYSTI 'M
201.62
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NOTE: CONCRETE BLOCKING
ELEVATIONS AND DIMENSIONS SHOWN ON THIS PLAN FOR
INFORMATION ONLY. FOR DIMENSIONS AND ELEVATIONS OF FIRST
FLOOR SEE SHEET A-3.
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/6' 4ZZEY I/
- NOTES: - WATER SERVICE
1. THE LOCATION AND SIZE OF THE FIRE SERVICE CONNECTION TO BE
DETERMINED BY A MECHANICAL ENGINEER OR SPRINKLER DESIGNER
PRIOR TO CONSTRUCTION.
2. THE LOCATION AND SIZE OF THE DOMES11C WATER LINE AND THE
SIZE OF THE WATER METER FOR THE DOMESTIC SERVICE TO BE
DETERMINED BY THE PLUMBING CONTRACTOR PRIOR TO CONSTRUCTION.
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APPROVED FOR CONSTRUCTION
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OF 6
JOB NO:99-4505
.
-,,,,,,,.SEl/4, SEI/4 SEC. 23 TWP. 27N
RGE. 3E
qW.M.
S TORM DRAINAGE NOTES
1. PIPES
A. ALL STORM SEWER PIPE SHALL CONFORM WITH CITY OF EDMONDS
STANDARDS AND DIVISION 7 OF THE WSDOT/APWA SPECIFICATIONS.
B. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR IF IN THE
OPINION OF THE CITY INSPECTOR, THE EXISTING
FOUNDATION IS UNSATISFACTORY, THEN IT SHALL BE
EXCAVATED BELOW GRADE AND BACK FILLED NTH COMPACTED
rIPAW71 kAATr7PIAI Tn CH0Df)DT TLIC 010C*
PIPE SPECIFICATIONS
PLACEMENT REQUIREMENTS FOR CULVERTS AND STORM SEWER
INSTALLATION SHALL BE AS INDICATED IN THE WSDOT/APWA
SPECIFICATIONS SECTIONS 7-02 AND 7.04, RESPECTIVELY, AND
AASHTO SPECIFICATIONS. PIPE MATERIALS SHALL COMPLY WITH
SECTION 9-05 OF THE WSDOT/APWA SPECIFICATIONS NTH THE
FOLLOWING CLARIFICATIONS:
1. DOUBLE WALLED (SMOOTH INTERIOR) CORRUGATED POLYETHYLENE
n1m "C'CTIMCI TUC' DC' HIEDUIJUKITC nC' A
DETENTION TANK
PIPE SPECIFICATIONS
GALVANIZED STEEL PIPE
GALVANIZED STEEL CMP SHALL MEET THE REQUIREMENTS OF AASHTO DESIGNATION
M-36, TYPE I AND TYPE 2. PIPE SHALL HAVE ASPHALT TREATMENT 1 OR
BETTER.
CORRUGATION - 2-2/3XI/2 CORRUGATION - 3 X 1
(CIRCUMFERENTI
L=3.0*
f-H=6.0',
RISER
0 (n
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U, n-
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SOLID LOCKING LID o V) T_
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TOP= 191.76
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SOLID LOCKING LID
C13 3 4" CONCRETE SLAB
(TYPE I-L) C8 4
(TYPE 1)
TOP= 191.76 1 1
--------
C-) C)
<
(0 00
SIZE AND AASHTO M 294S IN SIZES 12" THROUGH 36-, IS AN
C. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF ACCEPTABLE ALTERNATIVE FOR SCHEDULE A CULVERT PIPE, AS SHOWN
THE PIPE OR PIPE ARCH IN LAYERS WITH A LOOSE AVERAGE ON WSDOT/APWA STANDARD PLAN B-17 AND FOR STORM SEWERS IN
DEPTH OF 6", MAXIMUM DEPTH 8", THOROUGHLY TAMPING EACH ACCORDANCE WITH THESE STANDARDS.
LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE THE ENDS OF THE PIPE SHALL BE BEVELED TO MATCH THE SLOPE.
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE CORRUGATED POLYETHYLENE PIPE SHALL NOT BE USED WHEN BEVELED
TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL SLOPES ARE FLATTER THAN 4:1. FOR ANY PIPE LENGTH SECTION
BE THE SAME AS DESCRIBED. (REFER TO WSDOT STANDARD THAT IS TO BE BEVELED ON THE END, THE MINIMUM LENGTH OF THE
UNBEVELED PORTION OF THE PIPE SHALL BE 6 FEET.
PIPE
ARCH
CAGE
BAND
12"-36"
17x13 - 42x2g
16
12"
42"-54"
16
21 "
60"
49x33
14
21 "
66"-90"
57x38 - 64x43
12
24"
961,
71x47
1 10 1
24"
77x52 - 83x57
1 8
1 24"
PIPE
ARCH
54"-120"
126"-138"
40x31 - 11205
144"
.1
11709 - 137x87
142 - 91 1
11%J 1 %arl VVr-1n Ur- I AIL
NO SCALE "n
6" MIN.
NOTES: 4" AIR VENT
U) U)
1. METAL PARTS -CORROSION RESISTANT GALV. PARTS- I-_ I-
z z
ASPHALT TREATMENT 1. uj uj
2. IF METAL OUTLET PIPE CONNECTS TO CONCRETE PIPE, O.F. INV.= 190.30
NOTCH INV. =189.80
OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE kZ>= DETAIL AT RIGHT) 00
PIPE I.D. LESSI/4*. 00
3. SECTION MEW OF CB #3 IS MIRRORED TO SHOW SIDE PIPE SUPPORTS(S)
SPECIFICATION 7-04.3k3) AND STANDARD SPECIFICATION 2-
SECTION OF RISER GHOSTED HIDDEN LINE TYPE SHOW 3 x 0.90GA. BOLT
r4
u 0
03.3(14)C, METHOD 6 & C.
THE PIPE SHALL BE INSTALLED IN A DESIGN A TRENCH AS SHOWN ON
CORRUGATED ALUMINUM PIPE
ACTUAL POSITION OF RISER. OR IMBED 2" IN WALL
AT MAX. 3" SPACING
x
w bi
D. GALVANIZED STEEL CMP SHALL MEET THE REQUIREMENTS OF
STANDARD DRAWING 9-210. FOR BURIAL DEPTHS EXCEEDING 15
MIN. ONE SUPPORT
CL CL cu
AASHTO DESIGNATION M-36, TYPE 1 AND TYPE 2. PIPE SHALL
FEET, THE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS AND THESE STANDARDS.
CORRUGATED ALUMINUM PIPE AND COUPLING BANDS SHALL MEET THE
REQUIREMENTS OF AASHTO M196 AND M197.
8" RISER PIPE
>: >:
ui w
cu
HAVE ASPHALT TREATMENT 1 OR BETTER.
A�
r- �nMMI 1^ A ��M . 1 .1 1 ..1 .1 1 - 11 A A .- 1. . A
2. IN PRIVATE DEVELOPMENTS, THE USE OF NON -SMOOTH INTERIOR
CORRUGATION - 2-2/3X1/2 CORRUGATION - 3 X 1
DETENTION PIPE VOLUMES I ,,
6 T,
rl 'j", """'v, _ -L- """Lj 'I" L""""Li, "r" L.. GORRILIGAILL) FJULYLIHYLLNL kAAbH]U M-294, IYPL G ) 15 ALLOWED,
THE REQUIREMENTS OF AASHTO M196 AND M197. EXCEPT WHERE THESE INSTALLATIONS ARE OR CAN REASONABLY BE
EXPECTED TO BECOME PART OF THE COUNTY MAINTAINED DRAINAGE
F. DOUBLE WALLED (SMOOTH INTERIOR) CORRUGATED POLYETHYLENE SYSTEM.
PIPE, MEETING THE REQUIREMENTS OF AASHTO M252 IN 8 INCH
SIZE AND AASHTO M294S IN SIZES 12" THROUGH 36", IS AN 3. GALVANIZED CORRUGATED STEEL PIPE SHALL HAVE ASPHALT
COATING TREATMENT 1 AS SPECIFIED IN WSDOT/APWA SPECIFICATION
ACCEPTABLE ALTERNATIVE TO SCHEDULE A CULVERT PIPE, AS (ZirrTirw a_ng; A(-0 A1111KAIN117P"r) qTg'grl r3lDP* kAAV QP IM177)
STORM utbiUN Ab-BUILI uil -
10 YEAR 396 CF INV.= 187.25 6" T_
I INV.= 187.52 &_
100 YEAR 876 CF 2LF-12" CMP 2LF-12" CMP < L3
L= J0.507
DETENTION PIPE DISCHARGE INV.= 186.55
_j $4
[L
STORM DESIGN AS -BUILT D
SHOWN ON WSDOT/APWA STANDARD PLAN B-17 AND FOR STORM . .. - -_ ____ I I 'co
WITHOUT T EATMENT 1. 10 YEAR 0.03 CFS
SEWERS IN ACCORDANCE WITH CITY OF EDMONDS STANDARDS. 100 YEAR 0.07 CFS \-INV.= 186.55 \-INV.= 186.56 INV.= 186.81-/ INV.= 186.82-/
G. BAND SIZE SHALL BE 12" FOR PIPE LESS THAN 42" DIAMETER 4. PWRIB SEAMLESS GRAVITY SEWER PIPE AND FITTINGS CONFORMING
TO ASTM F794 AND UNI-B-9 FOR 8"-15" DIAMETER; ULTRA -RIB PVC 50 LF - 64" X 43" CMPA
AND 49" X 33" ARCH PIPE. STORM SEWER PIPE CONFORMING TO ASTM F794 & UNI-B-9 FOR 8"-24" DETENTION PIPE
H. BACKFILL AROUND PIPE MUST BE COMPACTED TO A SPECIFIED DIAMETER; AND ULTRA-CORR PVC SEWER AND DRAIN PIPE CONFORMING \-ACTUAL LOCATION
AASHTO T-99 DENSITY OF 90%. USE REASONABLE CARE IN TO ASTM F949 AND ASTM F794. PAVEMENT (L' CURB RESTRICTOR PLATE
W/ ORIFICE 0= 1" OF RISER
HANDLING AND INSTALLATION. WIDTH O.C.(SHARP EDGED
MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "SD": 1" BATTER 1 "R 51/2" SHOP DRILLED)
1. ALL NON -PERFORATED METAL PIPE SHALL HAVE NEOPRENE DETENTION TANN
FT./FT. SECTION
GASKETS AT THE JOINTS. O-RING GASKETS MAY BE USED FOR -PLAIN CONCRETE. 0.05 NO SCALE NO SCALE, SECTION
TYPE F COUPLING BAND. -DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52). 1/2-R
-REINFORCED CONCRETE P!PE. NO SCALE
2. CATCH BASINS AND MANHOLES -GALVANIZED CORRUGATED IRON OR STEEL PIPE (SEE NOTE 3).
-GALVANIZED STEEL SPIRAL RIB PIPE, TREATMENT 1 THROUGH 6. cr
A. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE -CORRUGATED ALUMINUM PIPE. 6" 12
NOTED. -ALUMINUM SPIRAL RIB PIPE. 4
-ALUMINIZED TYPE 2 CORRUGATED STEEL (MEETS AASHTO 0
B. ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW 0
TREATMENT M274 AND M56). 0
LINE SHALL BE A TYPE 11 CB OR LARGER (MANHOLE). -CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP) - 18" STANDARD RECOMMENDED REDUNDANT CHECK VALVE
SMOOTH INTERIOR (SEE NOTE 1). MAY BE REQUIRED BY LOCAL 04
1*1
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL -CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP) - 24" ARTERIAL �CODE, LOCATED OUTSIDE SUMP 00
MANHOLE, INLET, AND CATCH BASIN FRAMES AND GRATES JUST SINGLE WALL, FULLY CORRUGATED (SEE NOTE 2). 24" STEEL SPLIT COVER
PRIOR TO POURING OF CURBS AND PAVING. -POLYVINYL CHLORIDE (PVC) SEWER PIPE.
I 1 187.40 187.40 a.
-HIGH DENSITY POLYETHYLENE PIPE (HDPP). 2" ELECTRICAL HUB X
D. ALL GRATES SHALL BE DEPRESSED 0.1 FEET BELOW PAVEMENT -PVC SMOOTH INTERIOR WITH CORRUGATED RIB EXTERIOR (SEE NOTE 4). NOTES: 101, HYDRAULICALLY SEALED
LEVEL, 1. CONSTRUCTION OF CURB DETAIL SHALL BE IN ACCORDANCE WITH THE 24"DIA. CONC SUMP tttn DISCHARGE FLANGE
E. CATCH BASIN FRAME AND GRATES SHALL BE OLYMPIC FOUNDRY MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "CP": STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION GATE VALVE EXTENSION HANDLE COVER DETAIL SUMP DETAIL
LIFTING CHAIN OR ROPE PROVIDED FOR DISCHARGE DEPTHS w/PUMP, DISCHARGE
AS PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION PIPING & SPLIT REMOVED 24" DIA. SUMP
MODEL 5435, 5435A, OR 50503A, LOCKING TYPE OR EQUAL. -PLAIN CONCRETE. AND THE AMERICAN PUBLIC WORKS ASSOCIATION. (WSDOT/APWA SPECIFICATIONS) EXCEEDING 2'-0" FROM TOP OF BASIN FROM VIEW w/COVER REMOVED
MODEL 5435A IS REFERRED TO AS A "THROUGH CURB INLET" ON -DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52). UNLESS OTHERWISE MODIFIED BELOW. 1-1/2" GUIDE RAILS (SSCB) --2" NPT BRASS GATE VALVE
THE PLAN. MODEL 50503A IS REFERRED TO AS A "ROLLED -REINFORCED CONCRETE PIPE. 2. ALL CONCRETE SHALL BE AIR ENTRAINED CONCRETE CLASS 3000. 2- NPT (STAINLESS STEEL)
-CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP) - GALVANIZED 4" FLOOR DRAIN PIPE
GRATE INLET" IN THE PLAN. SMOOTH INTERIOR (SEE NOTE 1). 3. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED, STEEL 8" CMP(CB No. 2) DISCHARGE COUPLING
F. ALL TYPE 11 CATCH BASIN MANHOLES, INLET, AND CATCH -POLYVINYL CHLORIDE (PVC) SEWER PIPE. FORMS ONLY SHALL BE USED ON TANGENT SECTIONS, WOOD FORMS MAY BE PUMP GUIDE KIT 185.20 185.20 no - ALARM LIGHT (OPTIONAL)
-HIGH DENSITY POLYETHYLENE PIPE (HOPP). USED ON CURVED SECTIONS. ca
D-SEAL FAILURE
APPROVED FOR OUTSIDE OF COUNTY RIGHT OF WAY OR FOR USE -PVC SMOOTH INTERIOR WITH CORRUGATED RIB EXTERIOR (SEE NOTE 4). MATERIAL SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS, AND AT POINTS 1-1/4" CAST IRON (OPTIONAL) ]��FORCE MAIN Q-PANEL LIGHTS
BASINS SHALL HAVE LOCKING LIDS. ROLLED GRATE NOT 4. FULL DEPTH EXPANSION JOINTS CONSISTING OF 3/8" MINIMUM PREMOLDED JOINT BALL CHECK VALVE ALARM LEVEL-185.20
C\2 0
NTH TYPE 11 MANHOLE. OF TANGENCY ON STREETS AND DRIVEWAY RETURNS. MAXIMUM SPACING SHALL BE
MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "RCP": 44 -,4
-REINFORCED CONCRETE PIPE. 20 FEET. SEALED MERCURY OR CONTROL PANEL �PADLOCK 0'.)
G. STANDARD LADDER STEPS SHALL BE PROVIDED IN ALL CATCH MECHANICAL FLOAT SINITCH PUMP ON-184.20 LOCATED OFF PROVISION �-41 'G� ::N =
-DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52). 5. CONTRACTION JOINTS (DUMMY JOINTS) CONSISTING OF 3/8" MIN. X 2" OF PRE,VOLDED SUMP Olt 1-4
BASINS AND MANHOLES EXCEEDING 5 FEET IN DEPTH. JOINT MATERIAL SHALL BE CONSTRUCTED AT INTERVALS OF 10 FEET. SHIMS FOR DISCH. - - PUMP OFF-183.20 p
6. ALL JOINTS SHALL BE CLEAN AND EDGED. FLANGE ALIGNEMENT
3. PRIOR TO SIDEWALK CONSTRUCTION, CONSTRUCT THE LOT CAST IRON LOCKING P4
RING AND COVER 7. FINISH SHALL BE A LIGHT BROOM FINISHED. -HYDROMATIC SPD 50
DRAINAGE CONNECTIONS AND/OR STUB OUTS BEYOND SIDEWALK. CEMENT CONC. R/W LINE MOUNTING STAND
182.20 182.20
8. FINISHED CURBS AND GUTTERS SHALL BE SPRAYED WITH A CLEAR CURING 182.20 (OPTIONAL) Z
STUB OUTS SHALL BE MARKED WITH A 2" X 4" AND LABELED CLASS 4000 30" F Q. PAVED L=F
"STORM". LOCATIONS OF THESE INSTALLATIONS SHALL BE SURFACE CONDUIT SEAL
PLACED ON THE AS -BUILT CONSTRUCTION PLANS AND SUBMITTED a a a a4
C4
TO THE CITY. CEMENT CONCRETE cq pq
4. STORM WATER RETENTION/DETENTION FACILITIES, STORM 114 6-4 1" p
6" GASKETED 44 1
t:� cq
12" PVC SPIGOT CAP 14" ER AL CURB & GUTTER D I E-4 z E-
DRAINAGE PIPE AND CATCH BASINS SHALL BE FLUSHED AND SLEEVE OR MECHANICAL ' u
CLEANED PRIOR TO THE CITY OF EDMONDS ACCEPTANCE. VT'C L 0 co
FIBER J0114T PLUG �5TH AVENUE s. LE DETAIL SSCB AND CB NO. 2
PACKING 10' 4-
SANITARY SEWER NOTES 12" 24-INCH DIA. SUMP WITH SIMPLEX PUMP
z
20" NO SCALE
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF
EDMONDS STANDARDS AND APWA STANDARD SPECIFICATIONS AS 12" CASTIRON
NOTED. PAVED AREAS LOCKING RING & COVER ca m
. . . . . . . . . . . . . .
2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, STORM CLEANOUT DETAIL F ........ .............. ...............
CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, 1 cr_
TESTED, AND APPROVED BY THE CITY INSPECTOR. NO SCALE 0
z
-:4 E-4
c\1 W4 �Il
3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN 2X4 CUT TO LENGTH UPPER 14w PAINTED WHITE w
0
OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR 2'ABOVE FINISHED GRADE 8 GAUGE WIRE TO BE j�
DOUBLED AROUND PIPE AND 2X4 STAKE AT OR
CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR R/W ALLEY R/W ABOVE FINISHED GRADE .......... ................................... 00
VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY 200: ......... ............ < ......... ......... ....... ..........
2
8p IN 3" HIGH LETTERS MARK THE NUMBER OF EVEN FEET w W: EXIONG w
ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH 8p FROM GROUND ELEVATION TO SEWER STUB INVERT z
EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE GRADE7 - - - - - --- - - - --- - -
CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND VARIES VARIES cr_ 0 �71
ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY I z P4 0
SEE PLAN I SEE PLAN :3 m
ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION z 0.
w z 0
ON THE PROJECT. e4 z
4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY 2.007. 2.00% 196: ......... ......... ......... ...... 0 ........................... .... .... .........
-------- �ll r- .196
Z.
OR IN EASEMENTS MUST BE "STAKED" BY SURVEY FOR "LINE AND rn
mmm � I I STREET SERFACE z
GRADE" PRIOR TO STARTING CONSTRUCTION.
'Ile
P130POSED E-4
GRADE
2" COMPACTED DEPTH CLASS "B" z 11,4
WATER 140TES. ASPHALT CONCRETE SURFACE COURSE . I 1 2 1 : o ..... . : ......... �D !�
192: ......... .......... ......... ......... ......... ......... ............... 192 C)
1 ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF -2" COMPACTED DEPTH CRUSHED SURFACING
. ib E-4
EDMONDS STANDARDS AND APWA STANDARD SPECIFICATIONS AS TOP COURSE EXIST. GAS LINE
NOTED. 4" COMPACTED DEPTH CRUSHED SURFACING I E. = 191.
BASE COURSE, APPROVED SUBGRADE 6" SIDE SEWER MIN. SLOPE 2.0% MA)L SLOPE 60%
I . o N:PIPE 0 0.50%
2. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN APPROVED SUBGRADE SSMH DETENTIO 'X43"
OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR 188: - - -#1 -------
..... ... ......... ......... CMPA:
50 LF 64
................
......... ......... :188
CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TOP= 194.70(FIELD, SET) 4d
VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY INV.= 18B.67(EX. 8'): LJ
ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH ALLEY PAVEMENT SECTION RUBBER JOINT BISCUIT PLUG OR OTHER
INV.= 189.50-1-1/2": 1 na QA 'P0
EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE 2 APPROVED VMTERTIGHT PLUG 9b Lr_
TYPICAL NO SCALE INV.= 18b.80-6"
CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND
BUILD MH: OVER & CONNECT C;d
ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY 6wTEE TO EX. -8" SAN. SEWER T. E4
B. 24"0 CQNC.. SUMP ...................... .
ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION 184: ................... ... ..... Issr, . . * ... * * b*667.' : ... .......................... :1
ON THE PROJECT. R/W SAWCUT EXIST. 18 LF-2" FORCE MAIN W/swPLEX PUMP -2 LF-12"CMP 0 -2 LFrv1 2 CMP 0 G.50% 84 C
10'-O'±(FIELD VERIFY) PAVEMENT SEWER MAIN TOP'-- 187.40 Z
3. NO PART OF THE WATER SYSTEM SHALL BE COVERED, CONCEALED
5" TYPICAL CB #1 TYPE I INV.= 185.20-4"- IN, 2" OUT
OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED AND APPROVED 6" DRIVEWAY 0.02 FT./FT. W/STD. ORATE
BY THE CITY INSPECTOR. SEE: DETAIL, THI� SHEET
TOP= 194.60 (FIELD kl`) z
... 1NV.=;.192_60,y2m ... : ......... .......
B .#2
c 24! -0 -cdNG.- SUMP. ..... GB 13 -T'YPE- I-L .............. 013 E-1 ...............
OEM INV.= 191.90-8 - 3K [w ko p
W/SIMPLEX PUMP W/SOLID LOCKING LID
W/SOLID LOCKING LID
SUMP% PUMP NOTES. 7 LF-2m FORCE MAIN TOP= 187.40 TOP= 191.76 TOP= 191.76 P4 �X4
STORM DRAIN) C)
INV.= 185.20'-B* IN, 2" OUT INV.= 187.25-6" INV.= 187.52-6* pq
1. PUMP IN C13 #2 TO BE HYDROMATIC SPD50H OR EQUAL. SEE DETAIL, THIS SHEET INV.= 186.55-8",12' INV.= 186.82-12" 0 P4
TOTAL DYNAMIC HEAD= 15 FEET. PEAK DISCHARGE= 76 GPM. ht-_4 P.4
2. PUMP IN CB #6 TO BE HYDROMATIC W25 OR EQUAL NEW CURB & GUTT f9lEi
CITY OF EDMONDS E N G I N E E R I K G PROFILE DETENTION SY5rw6TEM/FLO0nm D R A 11" 4 OUTFALL. P4
TOTAL DYNAMIC HEAD= 8 FEET. PEAK DISCHARGE= 5 GPM. DIVISION SCALE: 1 20' H CITY of EDMONDS C)
REVISIONS STANDARD DETAILS 1 4' V E--q E4
3. PUMPS AND CONTROLS TO BE INSTALLED PER MANUFACTURERS TYPICAL SIDE SEWER APPROVED FOR CONSTRUCTION ul
RECOMMENDATIONS. TYPICAL CONCRETE CALL 48HOURS
720-
L Jrr PLUG OR 01-HER
HT PLUO
r.wTEE
WE' DING. NO -
BEFORE YOU DIG
4. PUMP TO HAVE GENERATOR BACKUP. GENERATOR SIZE AND r�...�..SIDEWALK DETAIL
SHT C6 OF 6
INSTALLATION TO BE DETERMINED BY ELECTRICAL CONTRACTOR. 0
1 800-424-5555 4�'ITY ENGINEER bATE
JOB NO: 99-4505
.uma
PIPE
ARCH
GAGEIBAND
12"-27"
1703 - 42x29
16
12"
30"-36"
2800 - 35x24
14
21 "
42"-54"
42x49 - 49x33
12
21 "
60"
15708 - 64x43
10
im
24"
PIPE
ARCH
36"-60"
66"-72"
78"-96"
, 60x46 - 95x67
1106"-144"1103x7l
- llix75
I I A
ilmz
210 5th Ave, South, Suite 20"
-A *t
I iol
A-0,11
1 Field verify all dimensions. Dimensions given are to/from face of
finish unless otherwise noted.
2. Area and dimensions: It shall be the responsibility of the respective
contra ctors to verify all area takeoffs and dimensions by taking their.
own field measurements before starting work or ordering materials.
3. Construction Requirements:
A., Provide required fire protection when welding.
B. Fumes and dust shall be controlled so as to prevent any harmful
or undesirable effects to other occupants or adjacent tenant areas.
C. The contractors shall on a regular basis throughout the construction
and upon completion remove all rubbish, surplus materials, tools,
and scaffolding in order to maintain a clean, safe and orderly
working environment.
D. All work to conform to applicable building codes and ordinances.
E. The Contractor is responsible for any damage (above or below
grade) to this facility during construction at no cost to the owner.
4. The Contractor shall verify the location of all existing utilities and
protect them as required. The contractor shall repair any utilities
damaged during construction at no cost to the owner.
5. All existing surfaces disturbed during construction shall be repaired
and refinished. This includes adjacent surfaces and spaces affected
by the removal or installation of Architectural, Electrical, Mechanical
or Plumbing items.
6. The contractor to provide all labor, equipment and materials necessary
to- perform the work as indicated in these plans. Contractor to visit
the site to verify all conditions that may affect the project or project
costs.
7. The Architect will be responsible to deliver the permit -ready drawings
for the building alterations. The GC will be responsible to obtain all
mechanical and electrical permits, and for notifying the owner of
costs for all permits. The owner will reimburse the contractor for the
costs of all permits.
8. Deferred Submittals:
If applicable, Mechanical, Electrical and Fire Protection Systems are
the responsibility of the Design/Build subcontractor(s), and are to be
submitted under separate permit.
9. The contractor is to warranty all work and materials for one year
from completion of project.
10. The General Contractor is to provide dumpsters, additional hard
hats and barricades as required during all construction phases.
11. All exits are to be openable from the inside without the use of a key
or special knowledge.
1 Existing electrical devices shown are for reference only. Contractor to
provide new electrical devices as indicated on plan if an existing
device is not within 18" of new device indicated.
2. Do not remove or relocate devices that are existing in remaining
walls unless noted on plan.
3. A switch shall occur at each egress door and shall be 3-way if
applicable for multiple entrances.
4. Install new outlets at 18" A.F.F. to center of outlet
5. Install new switches at 48" A.F.F. to center of switch
Edmonds, WA 9802'#
All work shall conform to: A) The minimum standards of the latest edition
of the International Building Code, and all related documents published by
the I.C.C. which have been adopted by the local governing agency; *
B) All regulations and ordinances of all local governing agencies; C) Any
special conditions required by the local governing agencies; D) All Washington
State Code Ammendments.
The Codes referenced in these plans are as follows:
A. 2003 International Building Code
B. 2003 International Mechanical Code
C. 2003 Uniform Plumbing Code
D. 2002 National Electric Code
E. 2003 International Fire Code
F. 2001 Washington Energy Code
P rojie: ci-' I n fo r m a t i'o n 0
Project: Tenant Improvement for a new Countrywide Home Loans
office located in Edmonds, Washington
Scope: Relocate (1) existing 2x4 light fixture, build (1) new
breakroom, build (1) new WAN/OBM room, build (1) new
wall, add minor electrical and data, install & apply new
finishes.
Occupancy: Group B - Tenant Area = 857 USF
Load: 857 SF/100 SF Person = 9 Occupants
0 d
Vicinity Map
Project
Location
Sprinklers: Existing bldg. is not sprinklered & the T. I. will remain so
Const. Type: Existing 1 -Story bldg. -Type V- construction I-Hpv_
Tenant Space - Type V-
# construction 45��CPLW gFW1W-r,>
Exit Analysis: 9 occ. x.02"/occ. = 0.18 Inches (1) exit required, (1) provided
a Id d
?5rojec'A Direaw-ctory.n
Landlord: Contact: Greg Hoff
Phone: 425.672.1118
G.C.: Market Contractors, Ltd.
10250 NE Marx Street
Portland, OR 97220
Contact: Rick Shandy
Phone: 503.517.6714
Fax: 503.262.4389
CS Cover Sheet North
PS Countrywide Home Loans..Project Specifications
Al Existing/Demolition & Pro posed Floor Plans
A2 Existing/Demolition & Proposed Reflected Ceiling Plans
El Furniture & Electrical Plans - For Reference Only
Pviafinn Ar)A DnAr;nry Kl^~ M^4
ACCESSIBLE PATH OF TRAVEL NOTES
Existing 2nd Floor Elevator
Existing ADA Public Restroorn
Front Entry Of Proposed Space 7
A. THIS PATH SHALL BE PROVIDED FROM THE ACCESSIBLE PARKING LOPDING/UNLOADING ZONE TO THE MAIN ENTRANCE
WITH A MAX. SLOPE OF 1:20 UNLESS AN APPROVED RAMP IS USED.
B. THIS PATH SHALL BE A MIN. OF 48" WIDE WITH A NON -SLIP SURFACE
C. THIS PATH SHALL BE AT THE SAME LEVEL AS THE FINISH FLOOR OF THE MAIN ENTRANCE WITH A MAX. THRESHOLD
HEIGHT OF 1/2".
D. THIS PATH SHALL HAVE A MAX. CROSS SLOPE OF 1/4'7FT. GRADE SLOPES HIGHER THAN THIS SHALL BE APPROVED
BY THE BUILDING OFFICIAL.
ACCESSIBLE "PATH OF TRAVEI2' EXIT REQUIRED EXIT
30 NW FIRST AVENUE
PORTLAND OREGON 97209
PHONE 503-226-0622
FAX 503-226-0626
2936 REGISTERED
936
ARCHITECT
JACK C. M LLER
STATE OF WASHINGTON
0
General Contractor:
I consultants:
Project For:
Countrywide
Home Loans
Corporate Facilities
450 American Street
MS SV3-59
Simi Valley, CA 93065
Project Location:
Countrywide
Home Loans
210 5th Ave. South, Suite 202
Edmonds, WA 98020
Date: 12.09.04
Purpose: Permit Submittal
Revisions:
Software: AutoCAD 2005.
Job Number: 2-0535
File Name: CW-EW-PER-01
Drawn: Peter Kim
Checked: Jack Miller
Xrefs: CW-EW-Vicmap.bmp
CW-EW-POT.jpg
Sheet Name:
Cover
Sheet
Sheet Number:
C
R E E 'q ",J' 1E. D
2 h
PERMITCr',UN!TE
"i P� i R
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Wall mounted light fixture
...,Modulated wall / 6" depth
(see floor plan)
—L==
RL
7-- —,T
. ....... ..
..-Exterio
Fabric covered,metal frame awnings... r.insulated finish syst4n wall
�j
Built-in planters Conerete m8sonry-unit, wall
ainted to h
_(p
:223.10,':,, Top of -parapet,
.22-1.10"- Topof.plate..
: 211.80':. 2nd floor elevation
-1200.8,0-: ... 1 s.t.-floor elevation
.198, 10':, Average datum
level
�91,.80'.t--Garage..pa.rki,n.g-
Concrete masonry unit wall
Exteriorinsulated finish. system wall
/—E.J.F,S.-cove.r-e.d. cornice. .(painted. to. match EIFS.A
,223.10': Top of.parapet
221.1&:.Top of plate
.... . ........ --- ---------
- - - - - - - - - - - . . .. .. . .. . ... . . . . . . .
. .. . . .. ... . .. .. .
..... .. .......
..... ............ .
M 1 f7 0 --:-
Exterior insulated finish system wall
,—uoncrete masonry unit.waii
(painted to match E.I.F.
E T 91� VAT 0 N
.0
too 4
d
�11.80': 26 'floorelevation ------ . ... ........
.. . .......
----- ------ -- ------ --
abric.covel. d, metal -frame awnings
............. ......
.. . .........
............. ............. .. . . ............ ----------- -------
------ 0!�,Ff ro-/- - a, PrWy
7.7. 7-77-7.7,7777-- ..................
... .......... ... ............ .7:
. .........
- ----- r--r ��04P, to i5;uI-T
... .... .. .
2-00.-80': Is.t-floor elevation
... .. ........ ...... *
1:98 A 0': Average-�datum
Bui
'in planters
alley
191..80': Garage, parking. level -------
L EV AT 1110.
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5tb. Ave.
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JULL 13 1999
UEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
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_EXCAVATibN SHORING
GENEiAL STRUCTURAL NOTES
su
SLW
CODE:
ALL CONSTRUCTION SHALL CONFORM WITH THE UNIFORM BUILDING CODE (UBC) 1997 EDITION.
DESIGN LOADING:
LATERAL SOIL PRESSURE 30 PCF
PASSIVE SOIL PRESSURE '350 PCF
TEMPORARY SHORING:
TEMPORARY SHORING SHALL BE IN ACCORDANCE, WITH "GEOTrxHNICAL ENGINEERING STUDY, PROPOSED
210 - 5" AVENUE BUILDING, EDMONDS, WA". NO. JN99176 BY GEOTECH CONSULTANTS DATED MAY 18,1999.
CONCRETE:
USE 1 1/2 SACKS OF CEMENT PER CUBIC YARD OF,CONCRETE. NO SPECIAL INSPECTION REQUIRED.
MAXIMUM SIZED AGGREGATE IS 3/4". MAXIMUM,SLUMP IS 6". ALL CONCRETE IN PILES SHALL BE POURED
IN A MONOLITHIC POUR UNLESS SHOWN OTHERWISE OR APPROVED BY THE- ENGINEER PRIOR TO POURING
CONCRETE.
STkU&URAL STEEL:
STRUCTURAL STEEL SHALL BE ASTM A-36'�Fy=36,000 PSI OF A572 GRADE, 50, Fy=50,000�PSL FABRICATION
AND ERECTION SHALL BE IN ACCORDANCE WITH7HE'LATEST EDITIO N. OF THE "A.I.S.C.. SPECIFICATION FOR
THE DESIGN, FABRICATION AND ERECTION OF STRU�,T'URAL STEELPOR BUILDINGS"..!ALL WELDING SHALL
CONFORM TO THE A.W.S. D1.1, LATEST EDITION, "STRUCTURAL WELDI ' NG.CODE". WELDING'. ELECTRODES
SHALL BE E70XX LOW 14YDROGEN ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING'OR EQUAL
ELECTRODE FOR OTH�LR WELDING PROCESSES. WELDED JOINTS SHALL, CONFORM TO A.W.S. PREQUALIFIED
JOINT DETAILS FOR WELDED CONSTRUCTION. SHOP DRAWINGS SHALL I BE SUBMITTED TO THE ARCHITECT
AND THE BUILDING DEPARTMENT FOR REVJEW.,PRIOR +0 FABRICATION. ALL WELDING S14ALL BE
PERFORMED BY W..A.B.O. CERTIFIED WELDERS.
CORROSION PROTECTION:
T14E STEEL PILES ARE TO BE COATED WITH AN EPDXY ENAMEL SUCH AN.SHERWIN WILLIAMS HI -MIL
8HEAR-TAR.
FRAMING LUMBER:
DIMENSIONAL LUMBER FIF #2 OR BETTER
ALL GRADES SHALL CONFORM TO "WWPA. GRAQING:RULES FOR WESTERN LUMBER", LATEST EDITION. ALL
WOOD IN CONTACT WITH SOIL OR CONCRETE Si4ALL BE PRESSURE-TREATEI).:
CONSTRUCTION SEQUENCE:
I . DRILL HOLES FOR PILES. HOLES MAY WITHOUT CASING PROVIDED SOILDOES'NOT CAVE
INTO HOLE,
2. INSTALL ALL SOLDIER PILES BEFORE COMMENCING WITH EXCAVATION. PILE SIZES'PER THIS PLAN.
POUR CONCRETE. IF WATER IS P ' RE ENT IN THE, HOLE DURING POURING- CONCRETE MUST BE TREMIED
TOTHE BOTTOM OF THE HOLE
CONCRETE IS TOREACH FULL STRENGTH BEFORE -COMMENCING WITH EXCAVATION.
5. AS, EXCAVATION PROCEEDS DOWNWARD,. REMOVE CONCRETE AND,:LAG BETWEEN THE PILES WITH
'FRAMING LUMBER OF.SIZE P,ER'PLAN. VOIDS.. BEHIND, T14E LAGGING ARETO BE FILLED WIT14 PEA
JRRY.
GRAVEL OR A SAND/FLYASH'SLU
6. THE EXCAVATED SITE IS TO BE, KEPT FREE OF WATER BY, DRAINS AND/OR PUMPING, CONSTRUCT'A
BERM OR DRAINS TO DIVERT SURFACE WATER FROM RUNNING INTO THE EXCAVATED srrE,
7. �THE SHORING WALLS,ARE TO'BE. MONITOR ED AND SUPERVISED BY Al-ICENSED OEOTECHNICAL
ENGINEER DURING EXCAVATION' I iNT11 THE COMPI ETE FOUNDATInm I Qvzru 10 1 M Q111 IN t 1 1-1 VI.
MOVEMENT IS TO BE,CHECKED, BY -SURVEY AGAINST ESTABLISHED BENCHMARKS. THE ENTIRE SYSTEM
PROPOSED FOR MONITORING MOVEMENTIS TO��!01�1`�SUBMJTTED TO"THE'ENGINE-ER OF RECORD AND THE
4
ARC141TECT FOR'APPROVAL PRIOR TO COMMEN(,1".MENT,OF WORK; SUBMITCOPIES OF REQUIRED mr-Lb.
REPORTS TO BUILDING OFFICIAL.
MISCELLANEOUS:
T14E CONTRACTOR'SHA'
LL VERIF� ALLDIMENSIONIS AND ALL CONDITIONS AT JOB SITE INCLUDING'BURDING
AND SITE CONDITIONS BEFORLCOMM�NCING'WORK AND BE RESPONSIBLE FOR SAME., AILL.IDISCREP I ANCIES
S14ALL BE - REPORTED tb� T14E ARCHITECT BEFORE PROCEEDING
WITH THE WORK. UNLESS EXPRESSLY,
STIPULATED, NOADDITIONAL'ALLOWANCE WILL BE MADE IN THE'CONTRACTOR AND/OR MANUFACTURER'�,
B
FAVOR, -BY VIRTUE OF ERRORS,'AM IGUITIES AND/OR OMISSIONS'WHICH SHOULD HAVE BEEN'DISCOVERED
T14E PREPARATION OF BID ESTIMATE AND DIRECTED TO THE K17ENTION OF, THE'ARCHITECT IN A
TIMELY,MANNER. ANY ERRORS,,�"AMBIGLTITfF'�S�.AND/,OR OMISSIONS IN THE D I RAWINGS OR I SPECIFICATIONS,
SHALL B& REPORTED, TO THE ARCHITt TG. NO WORK IS To BE STA'RTF_-I),,BEFORr-,
CT IMMEDIATELY, IN WRITIN
CORRECTION IS MAM'THE CONTRACT,OR'SHALL PROVIDE TEMPORARY BRACINIGS AS REQUIRED UNTIL ALL,
PERMANENT CONNECTIONS.- AND_STIFFENINGS HAVE BEEN INSTALLED.. , THE' CONTRACTOR' SHALL
COORDINATE WITIA THE BUILDING., DEPARTMENT FOR, ALL BUILDING DEPART
MENT REQUIRED INSPECTIONS.
DO NOT SCALE -DRAWINGS, USE ONLY WRFI7EN'DIMEN'SIONS. THE DETAILS SHOW
N AREJYPIC,.�,,�'�� AND SHALL
BE USED FOR LIKE- OR SIMILAR CONDITIONS NOT SHONW ''VARIATION AND MODIFICATIONS I'() SHOWN
J S
ON THESE DRAWINGS S14ALL NOT BE,CARRJED OUTWITHOUT WRITTEN PERMISSION FROMTHE ARCHITE�cr.
..THIS.DRAWING IS THE EXCLUSIVE PROPERTY OF T14E ARCHITEC I T AND CAN BE REPRODUCED ONLY WITH THE
PER,MISSION' OF THE AkRITECT, IN 'WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAMES AS
ARC141TECT,
INSPECTIONS:
INSPECTIONS BY AN APPROVED WABO C -TE
ERTIFIED TESTING L.AB FOR CONCRL PLACEMENT'AND PILE
PLACEMENT APPROVED BY'BUILDIN0 OFFICIAL.
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IVICES CTS.
pEVELOPMEN'T SE� ONDS
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Dr:VaOPUEN ER ES CTFL
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PLANT SCHEDULE Am.
SYM QTY BOTANICAL/COMMON NAME SIZE/COMMENTS
;51 C�
I�TAIR, iO,
2 CARPINUS B. 'FASTIGIATAV 3" CALIPER
1rnV
COLUMNAR HORN13EAM MATCHED
7 %C"I 7'%c �'!21
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35 BUXUS S. 'WINTER GEMV 30-36'HT. 24" OC
BOXWOOD FULL I. L L J
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7 CHAMAECYPARIS O.'GRACILISV 6-7'HT FROM A, \ . Z7
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NEW ZEALAND FLAX
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IGALLON
PLANTING NOTES: A I IV"- IN
-I Ji
1. Planters to be filled with planter mix as approved by landscape architect. Install soil wpl�l,, Ap,�OvEr,-
in 6" lifts. Water well between lifts to allow settling to take place. Top of soil to be
4" below rim of planter to allow for installation of 2" of bark mulch. -OFFICE* #2 IRETAIL;#.2,*
2. Remove branches from first 6'of trunk on street trees per city's wishes. Landscape
\A
architect will inspect trees on -site to determine if this is feasible at installation.
3. Install street trees in 4' square planting pits adjacent to curb. 4' tree grates from
Urban Accessories in Woodinville to be installed at the base of each tree. Grates to
be installed flush with surface of walk. Soil to be 3" from top of grate. Fill area from
soil line to 1/2" below top of grate with pea gravel. Grates may be installed using
I R, 0,2,
either metal frames or formed concrete recesses per manufacturer's specifications as 1C 7--1
preferred by owner.
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in C.4.
4. Landscape architect to inspect all plants prior to installation and at final inspection. 7— ro C� 0
cc
5. Shear boxwoods to form hedge at the direction of the landscape architect. lao A-
0. 0 0
-moist or equal into soil at manufacturer's recommended rates. Mix
6. Incorporate Soil RETAIL'a
Ic 0, VE'st.
ELEV.
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, �49 Z
thoroughly.
05i
7. Hinokis may need to be cabled in place. This will be determined at time of g� 9"e up 1!2 0/.
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installation. If needed, eyebolts are to be installed on the inside of the planters '.000RIDOR
W I K,
0 W
approximately 6" below planter rim. Use galvanized wire encased in black hose T,
T I
wire for tightening as needed.'
where it is in contact with tree. Install a galvanized turnbuckle mid -way down the
ral
2" MULCH FEATHERED
FORM SAUCER WITH
tj
TO CROWN
3" CONTINUOUS RIM
FINIS14 GRADE
SET TOP OF
PEEL BACK TOP 1/3
AT NURSERY
OF BURLAP ON
HEIGHT OR
5 45 PLANTS. REMOVE
HEIGHT IN CAN
OR BURY EXCESS
ROUGHEN SIDES
SPECIFIED PLANTiNG
OF PLANT PIT
MIX. WATER AND
STAMP TO REMOVE 2 TIME
FERTLIZE PLANTS
AIR POCKETS
AS DESCRIBED IN NOTES
I ROOTBALL DIAMI
SH F-,U5
FLANTING
5CALE: NOT TO SCALE
2 STRAND TW15TED 14 GUAGE
GAL. WIRE ENCASED IN I" DIA.
W
121
REINFORCED RUBBER HOSE
.4
W
W
2.2" X 2" WOOD STAKES
DRIVEN FIRMLY INTO SUBGRADE
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na
Z
STAKE ABOVE FIRST BRANCHES
W
J
< .4
OR AS NECESSARY FOR FIRM
0 0
SUPPORT
=
2" MULCH, TAPER TO CROUN
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31, SAUCER
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in
U_ ',
4 a)
FOLD BACK TOP
1/3 OF BURLAP
5f-Ec;IF=(Ep F=LANriw� mix
7
E-11 I
6-1 COMPACTED MOUND OF
BACKFILL SOIL —111:
r,
V Ll I ILI I
L 2 TIMES
-1 ROOTBALL DIAM.
NOTES:
INSTALL TREE'SO TOP OF ROOTIBALL 15 AT SAME LEVEL IT WAS IN NURSERY,
USE THREE WOOD STAKES FOR TREES 3" CALIPER OR LAR3ER. SPACE EVENLY AROUND TREE.
TREE FL,4NTING DET,41L
SCALE; NOT TO SCALE
Receiver)
MAY I il 1999
1)EVELOPMENT SERVICES
CITY OF Et)MOIVDS CTR'
W
"�'J frV\1H 12,4e�?Ii 6 1?
T_
es-;H
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHIIIECT
RUTH ROBERTSON BURRUS
CERTIIFICATE NO. 627
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REECEIVED
MAY 14 1999
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS