437 5TH AVE S.PDF11111111111111
15361
437 5TH AVE S
Aw, s
ADDRESS:
u6E
TAX ACCOUNT/PARCEL NUMBER: 010 2-3 0
BUILDING PERMIT (NEW
COVENANTS (RECORDED
�no / -0030
CRITICAL AREAS: W DETERMINATION: E] Conditional Waiver E] Study Required �tWaiver
DISCRETIONARY PERMIT #'S: " -0/
DRAINAGE PLAN DATED:-311 1p,10 I
PARKING AGREEMENTS DA
I
EASEMENT(S) RECORDED
PERMITS (OTHER):
PLANNING DATA CHECKLIST DA'
SCALED PLOT PLAN DA
'I-J-- . 2nti4-
'0 / -� 1A,
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
5MSIDE SEWER AS BUILT DATED:, I I Iq SIDE SEWER PERMIT(S) #: 96a
SOILS REPORT DA
�Immwmwlla�- �
STREET USE/ ENCROACHMENT PERMIT#: 7f -1'1[171M11111t,4-) /)0'
WATER METER TAP CARD DATED:
11
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LATEMP\DST's\Fomis\Street File Checklist.doc
44c. 1 %911
City of *monds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
DATED RECEI\#: ��4e3Jo
CITY RECEIPT #:-
Critical Areas File #:
Critical Areas Checklist Fee: $45.00
DATE MAILED TO APPLICANT:
CRITICAL AREAS CHECKLIST
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/or representative, must fill out the
checklist, sign and date it, and submit it to the City.
The City will review the checklist, make a precursory
site visit, and make a determination of the subsequent
steps necessary to complete a development permit
application.
Please submit a vicinity map, along with the signed
copy of this form to assist City staff in finding and
locating the specific piece of property described on this
form. In addition, the applicant shall include other
pertinent information (e.g. site plan, topography map,
etc.) or studies in conjunction with this Checklist to
assistant staff in completing their preliminary
assessment of the site.
RECEIVED
MAR 1 8 2001
HEHMI I UULJI'q I tM
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).
E
Owner/Applicant:
&1!�r 6�i% 6
Na+ f /
clog 6 CA V, 54-ZR 7>-f
Street Address
city State Zip
Telephone: 1/2-E -7-74 5373--->
Signature
Date:
Applicant Representative:
7�wg- 5&virr
Name V
V"'00 m4l�'t 5�t. 5��4 " ( ,
Street Address
64MOyk Wk 010 710
city - State Zip
Tela16'hona:)W&--- 774?- r440
Date: e3 '� '01
G:\Share\Library\Planning\Forrns\Public Handouts\ Critical Areas Checklist Doc/1-16-2001
I-
Critical Areas Checklist
CAFileNo: (5(-3o 'k
Site Information (soils/ topography/ hydrology/ vegetation)
1. Site Address/ Location: --& -Z�� s.
_ 43q J,;
2. Property Tax Account Number: 434A___4Z3_
3. Approximate Site Size (acres or square feet): 13,110
4. Is this site currently developed yes; _19�no._
?/�_G - I 41�1
If yes; how is site developed?
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feet).
Hilly: . slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet
over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: Approx. Depth:
IV
7. Site contains areas of seasonal standing water: V Approx. Depth:
What season(s) of the year?
8. Site is in the floodway floodplain _ of a w' ater course.
9. Sit�e ontains a creek or an area where water flows across the grounds surface? Flows are year-round?
'j,,
, io Flows are seasonal? (What time of year?
10. Site is primarily: forested M) meadow Ale ;shrubs Ali mixed
urban landscaped (lawnshrubs etc) Yffs
11. Obvious wetland is present on site: _&
t3:%,)narckLionLryxrianningxrurmsxruvjic rianooumtnucaj Areas UneMist MC/1-16-2U01
Snohomish County, WA Assessor Parcel Data Page I of 2
0 6-
Property and Tax Data 'I" Snohomish County, WA
County links: [-Quick In [-Pirectory] [-Qepartment Empl Calenda ] [-Questions] [ Search] [ EMail]
[ Feedbac [ Counly Home]
Common I inks: [Assessor Home] [Treasurer Home] Information on which [Departmen ] to contact
Snohomish County disclaims any warranty of merchantability or warranty of fitness of this data for any particular purpose, either
express or implied. No representation or warranty is made concerning the accuracy, currency, completeness or quality of data
depicted. Any user of this data assumes all responsibility for use thereof, and further agrees to hold Snohomish County harmless from
and against any damage, loss, or liability arising from any use of this data.
Date[Time: 7/8/2002 1:51:09 PM
Parcel Number 00434212303700 Prev Parcel Reference 43421230370006
Return to Property Information [mtry-p gp]
Answers to [Freguently Asked Questions] about Parcel Data (opens as new window)
Names/Addresses
Taxpayer Name 11 Address (contact the Treasurer if you have questions)
GREGG ROBERT R & JOAN B 113400 188TH ST SW #285 --- LYNNWOOD, WA 98037
Owner Name 11 Address (contact the Assessor if you have questions)
GREGG ROBERT R & JOAN B 113400 188TH ST SW #285 --- LYNNWOOD, WA 98037
Street (Situs) Address (contact the Assessor if you have questions)
511 WALNUT ST --- EDMONDS, WA 98020
Treasurer's Tax Data
Taxes* If you have questions about taxes owing, please contact the [Treasurer's office]
2002 Taxes for this $6,870.89
parcel
(Taxes may include Surface Water Management and/or State Forest Fire Patrol fees.) * (LID charges, if any, are not included.)
Assessor's Property Data
Property Characteristics and Value Data below are for 2002 tax year.
Values do not reflect adjustments made due to an exemption, such as a senior or disabled persons exemption. Reductions
Characteristics for exc`n�ik-ns are made on the property tax bill.
If you have questions about property characteristics or values, please
contact the [Assessor's Office]
Tax Code Area 00210 View [TaxiRg Districts and Revaluation Period] for this Parcel (opens as new
(I -CA) win ow)
Neighborhood 3205000 Explanation of [Ngighborhood Code] (opens as new window)
Township 27 Range 03 Section 24 Quarter SW Find arcel ma s for this TownshipiR,.ange/Section
Use Code 659 Other Professional Services NEC
Size Basis ACRE Size 0.30
Property Values
Tax Year 2 Market Land Market Improvement $1 Market Total $524,2001
View Fm e Sales Information] since 7/31/1999
Parcel Legal Description
http://198.238.192.1031propsyslAsr-Tr-PropinqlPrpinqO2-PareelData.asp?PN=004342l230... 7/8/2002
o-
0
PLANNING DATA .
New Commercial / MultiFamily Prooects
I
SITE ADDRESS: q37 5',-.
ZONING:
USE(S) PROPOSED: ALLOWED?:
- f4-'q0-f -
LEGAL NONCONFORMING fAAD USE DETERMINATION ISSUED IVO (Y(jN
CUP File: To Allow What Uses?:
ADB FILE#: AJ6 C�4njt) rd per-ir-+- 3 TO d
PARKING: /Vo CIA411?0 /V_C'(f1FrA ry pe/,
Use: F/W C'J9_ No. Spaces Required:
. X (floor area, # employees, etc.) =
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Use: No. Spaces Required:
X (floor area, # employees.- etc.)
Use: No..Spaces Required:
X (floor area, # employees, etc.)
Total Required: Actual Provided:
SETBACKS:
Required Setbacks:
F nt Left Side: Right Side: Rear:
/V/C-
ro tF
ro
Actual Setback
F r t. L
F n e
ront: L ft Side: Right Side: Rear:
n Dc fo
Street map checke r additional se ack required? ((Ye NO)
MAXIMUM FLOOR AREA:
M aximum Allowed: Q4 Actual: IV114
BUILDING HEIGHT:
Maximum Allowed:— IN —Actual Height: N
Modulation Allowed?: -Modulation Height: Al
Datum Point: —Datum Elevation:
Elevator Penthouse > 3 feet ovekheight limit? If so,VAR#\
z
0
LANDSCAPING:
Matches ADB approved: /V
C4 __9 IV14
10 Bid Provided? Bond Amount (100% bid):
z
CRITICAL AREAS #: �o
SEPA DETERMINATION:
SHORELINE REQUIRED?:
Continued ...
1A1ibrary\^P1andatNcwConun.doc
DATE: tolglo. PLAN CHK#:
1-010
NAME OF BUILDING PERMIT APPLICANT: OoLffy/ 6YojV5 Pell."Ic-1.4
PROJECT DESCRIPTION: ]�!A"rertq,- ret( tf-pq
ADB FILE #: IVM OR DATE WAIVED:'
PLANS MATCH APPROVED PLAN:
SUBDIVISION:
LOT AGGREGATION REQUIRED?:
REDUCED SITE PLAN (8.5X1 I) PROVIDED FOR STREET FILE?
OTHER:
Plan Review By:
1A1ibrary\^P1andatNewComm.doc
STREET FILE
PLANNING DATA
New Commercial / Mulffamily Proiects
SITE ADDRESS: C�7*A Ve, _-S —ZONING: 13c,
eKtxed- ktse,
USE(S) PROPOSED: - 46e 4071hs 11V1d4a-- ALLOWED?: vf:�_S:
LEGAL NONCONFORIVIf G LAND USE DETE�k!VIIJN&ION ISSUED- Ar (Y/N)
CUP File: -To Allow What Uses?:
I I ADB FILE#: A -PS — 2_,e>0 —2-5:1
96
z
0
0
PARKING:
Use: k�&51de..*�AA No. Spaces Required:
X (0 (floor area # employees, etc.)
Use: 6 el w10 51-;e- "9-j-kfcWo.'Vpea5-ces Required: j3C>0 0
(floor area, # employees, etc.) = _�94z
_jff� - L
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Total Required: Actual Provided: --
_ 31
SETBACKS:
Required Setback§: Fl��ArF- Sjt>v; -4b�-�
Front: -it9' I=eft Side 1-451--mgmSide: --(9- it*": 1�,,
Actual Setbacks:
Front: 76)- Left God �Ngl it Side: 4k-at-:
Street map checked for additional setback required? (Yes/No)
_L-9+�/)- 'q 17--2-
MAXIMUM FLOOR AREA: 2-04 11 10&q-7
Maximum Allowed: 10�-Or�ctual: :;_7 106,q-7
BUILDING HEIGHT: to+Araq
Max' imum Allowed: ActualHeight:
Modulation Allowed?: Modulation Height:
Datum Point: —Daturn Elevatiow. .7F�7
Elevator Penthouse > 3 feet over height limit? &2 /"1 lf-s�o,VAR# —
LANDSCAPING:
Matches ADB approved:
Bid Provided? 444f-S.-
CRITICAL AREAS
I I EZE MAR
SEPADETERMINATIO /VLT�,,1-5
_4-��fA Appc,-,je.4 le, --0-,4P - 7-ew 5PPA ke c
SHORELINE REC ^,rO
Continued ...
,tt 6 V/06y -0,07
tie-!c r,4^�hw
COL�__r 4PA:=_—
. - I �,— --"7o -Y - aj t T e4s
07 6j5P;,4.
1Ahbrary\^P1andatNewComm.doc
DATE: PLAN CHK#:
NAME OF BUILDING PERMIT APPLICANT:
PROJECT DESCRIPTION:
ADB FILE #: OR D�T�AIVED:
PLANS MATCH APPROVED PLAN:
SUBDIVISION:
LOT AGGREGATION REQUIRED?: Ok�- �'a-7-140
1,-,: e- �e d
REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE?.
OTHER:
Plan Review By:
Y,6A� 3 c
2- zr
IQLA-�
. �Ck-=.CCA-4�
CY 1-4 -T 1 0 r4
D-C>
o
E -�: 3.
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. . .. ........... Lo �J�+
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1Afibrary\AP1andatNewComm.doc
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k Universal Mechanical
Service Co., Inc,
P.O. Box 2649
Redmond, WA 98073-2649
(425) 885-9100 -
November 20, 2002
City of Edmonds — Planning Department
Attention: Star Campbell
121 P Avenue North
Edmonds, Washington 98020
RE: Plan Check #02-405. 5th and Walnut 437 Yh Avenue South
Dear Star,
in response to the correction letter for our mechanical perinit application for the above project, we submit
the following.
SF- I and SF-2 are garage ventilation supply fans and are located within a hole in the slab and cannot
be seen.
/2. EF-3 is covered by a shutter, which opens only when the fan is on.'The shutter will be painted trim
color.
14. EH-1 isnow shown on the elevation, pagie M-6.
Equipment specifications am listed on page M-5, attached are descriptions of the equipment listed
above,
If you have any Rwd= questions, please call Sam Miller at (425)'885-9100. Thank yom
Sincemrely
SamMin M5
Sam Miller
Universal Mechanical RECEIVED-.
NOV 2 12002
PERMIT COUNTER
Heating & AC Maintenance
Heat Pumps — Controls...-,"
Refrigeration
A"P",4 4-
CITY OF EDMONDS S I GE SEWER PERMIT
8 9 PERMIT I �J
Address of Construction:
Property Legal Description (Include all easements):
TRIEK[MENT PLANT
Owner and/or Contractor: VA Q koU_e#�Y_ _�,35LMZASX�
StateLicenseNo. (R'5_._3000044o Building Permit No,
f2eE:,i Q0 I Rp
El Single Family
Multi -Family (No. of Units—)
Commercial
0 Pu bl ic
MAY., 5 1994
PUBLIC WORKS DEpi
Invasion into City Right -of -Way: No Yes
RW Construction Permit No.
Cross other Private Propirty)<,No El Yes
Attach legal clescripL and copy of recorded easement
' ,erti ti�_at I have're5'd 3nd shall comply with all city requirements Date
a s 1A
s i ated on the back of the Permit Card.
CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATI , ON:*..
OFF16E USE:.0NLy._',:.,:,
FOR INSPECTION CALLV-M.V4A8ZM PUBLIC WORKS DEPT.
W.00 771-0,919n,
Issued By
Permit Fee:
Trunk Charge: Date Issued:
Assessment Fee: Receipt No.:
Lid No.:
Partial Inspection:
Comments
Date — Initial
Reason Rejected: Date —Initial
Final I nspection Approved: " DateG�6__—�l niti4 �10_ -
PERMIT MUST BE POSTED ON JOB SITE
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Revised 3!90
A.
2
SIDE SEWER PERMIT
CITY OF EDMONDS
8 9 0. 1 cl PERMIT �,10
_J
Address of'Construction:
F�roperty Legal Description (Include all easements):
V, 5 1 Q 1010"o-S
EDMONDS
Owner and/or Contractor: —J VM N 129R"f— I QWwtL-;,1 it.
State License No. Building Permit No.
C1 Single Family
0 Multi -Family (No. of Units—)
VIC05momercial
Public
loo, / �,w
I certify that I have read and sh comply wi
as indicated on the back of the Permit Card.
11
Invasion into City Right -of -Way: 80'.No 0 Yes
RW Construction Permit No.
Cross other Private Property- No. Yes
Attach legal description and copy of recorded easement
all city requirements
Date
CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION
OFFICE -USE ONLY.,-'
FOR INSPECTION CAL PUBLIC WORKS DEPT.
771-0220
Permit Fee: Issued By
Trunk Charge: _14z Date Issued:
Assessment Fee: Receipt No.:.
Lid No.: —
Partial Inspection: Date —Initial -
Comments
Reason Rejected: Date —Initial.
Final Inspection Approved: D. f 4:04 O�61 n
PERMIT MUST BE POSTED ON_,JOB SITE
White Copy: File Green Copy: Inspect6r . 60 Copy; Applicant
Revised 3!90
The City of Edmonds Side Sewer Drawing EASEMENT NO . ................... ........................
NEW CONSTRUCTION REPAIRS LID NO - ------------------ ASMT. NO . ..................
�OWNER ............................................................... a ................ ......... CONTRACTOR ------------------------------------------------------------------------------------ PERMIT NO. a,S ----------
"- - --4
JOB ADDRESS -416-3--1 --- — ---- 13 ----- [ ----------------- ()-?� ------ ....... ..... LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------
-75
A
PWW-0001-1 1/75 (REVA 1/78)
4
------------------------------------------------------------ ....................... ------------------------------------------------------------
NAME OF ADDITION ----------------- ---------------------------------------------------------------
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Approved:_
-:1 >
DATE �.L . . ............ �? ................. ........
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PERMIT 0: &A Z6
STREET USE PERMIT
PROPERTY OWNER NAME: 16 u n AAA eor-Y,, 0whys y— Phone 425 - SH - z9q
BUSINESS NAME: —OBAS 5AAJK
kA
0(0
"DRESS OF PUBLIC USE: Ay' c-
APPLIC ANT MAIELING ADDRESS:—ao 2.8 c4i � L,\ AO 6;-
Placement of any temporary or movable objects in any portion of public Space or City right-of-way shall
meet all Code Requirements as setforth in the following chapters of the Edmonds Community
Development Code.
18.70 STREET USE AND 13 ,NCROACHMENT PERMITS
17.65 LIMITED OUTDOOR DISPLAY OV MERCHANDTSE
-17.70.040 TEM11ORARY USES; Bistro and outdoor (fining
PE RMIT ISSUANCE
A Street Use Pertnit may be issued, at the discretion of the Development Sm vices Director, City Engineer
or thoirrespcctive designee, for temporary objects located within any public space, right-of-way, roadway,
parking strip and/or sidewalk, including the air space above them, if they are placed in compliance with the
above referenced Code Sections and the following criteria are met:
> It has been concluded that the proposal will notadversely impact publiospace open to vehicular or
pedestrian travel;
> Architectural Design Board approval has been granted or the process has been administratively
approved;
> I'lie proposal will not unreasonably interfere with the rights of the public;
> Items shall be' placed aqi acent to the building and may encroach onto a maximuni of two feet of the
public sidewalk; or hi accordance with Bistro and outdoor dining code; or per an approved building
pennit;
> Safe pedestrian travel area, or clear zone, of 44 inches ininimurn. width sliall be maintained on City
sidewalks; (see dofulition of clear zone below)
> Exterior liglit fixtures, banners, signs and flags must be a minimum of 7 -feet above City right-of-way;
> Clear landing ' s of 44 inches or no less than the width of the door (whicliever is greater), measured
toward the street, shall be maintained on the exterior side of all required exit doors;
> Illumination from City light fixtures shall not be blocked;
> No objects shall be hung from City light standar(is; an([
SAMtgrV?ormsV9"et Ilse 11cmiMm
0- "
STREO FILE
RECF--iVEr3,,iscd12/5/05
JUN 2 8 2011
BUILDING DEPARTMENT
CITY OF EDMONDS
> Three feet of clea . ranceai-ound fire hydrants, standpipes, manholes, water meters, blowoffs, c1canouts
and valves shall be maintained.
Clear Zone Definition. Clear Zone refers to an area 7 feet in heWit and 44 inches in width P
-Loviding a
level, safe waWna surface along the -public sidewalk (e.g. measuring 44 inches fi-orn edge of street.tree
grates ornewspgper stands towardplace of business and fi-orn the ground -up to a heig of7feet)
IT h� 8 LL� n
DESCRIPTION OF PROPOSED STREL , USE IRC.3
APPLICANT TO RE, AD AND SIGN
NOYE: 7he issuance of this permit is understood by the applicant to be of a temporary nature, shall vest no
permanent right and shall be issued and may in any case berevoked at the sole discretion of the City per
ECDC 18.70.040. By signing this application, the applicant accepts responsibililyfor all existing andlor
future street uses. Ap
plicant is responsible to provide a copy of the insurance certiflcate to the City at the
beginning of each calendar year, no later than the 21" day of'January.
1NDEMNITY. The applicant understands and by his/her signature to this application, agrees to hold the
City of Edmonds harmlessfi-om any injuries, damages or claims of any land or description whatsoever,
for . eseen or unforeseen, that may be made against the applicant or the City of Edmonds, or any of its
departments or employees, including but not limited to the defense of any legal proceedings incNding
defense costs, court costs, and atiorneyfees by reason ofgranting this permit. In addition, the applicant
understands that helshe shall provide and continually maintain during the term of the permit a certificate
of insurance naming the city cis an additional insured, with respect to liability, and providing that itshall
be primary as to any otherpolicy of insurance.
CODE, APPLICATION: By signing'the application below the applicant warrants that s1he has read or had
the opportunity to read Chapter 18.70, 17.65, and 17 70.040 of the Edmonds Community Development
Code and s1he understands that all terms qf the adopted ordinance are incorporated herein as i(set.forth in
full and this qpplicaliot�f ndpymils ther5rove are subiechto the terms qf those Chapters.
SIGNATUIM4 -
Approved by:
'Building Permit fl:
Issued by:
SAr-11gr\F0j-11t*%trLet U.90 pernlit.doc
�., zent. Md
FOR CITY USE ONLY
Insurance Verified by:
Street Use Fee:
Receipt No:
Date: Copy to Applicant: El Pick-up El Mail
Rovised 1215/05
RECEIVED
JUN 2 8 2011
BUILDING DEPARTME"T
CITY OF EDMOND;,"
PLANNING DATA FILE
-- sign5
Name: J
D
Date:
Site Address: J-Q-
Plan Check #: BLD-200 -
6 L( 3 Ll
Project Description:
Reduced Site Plan Provided: OE/ NO)
ning:
Comprehensive Plan Designation: �\, 04d VL,
I
—FComer
Map Page:
Lot: NO) Flag
Lot: (YES DO
ADB File # (or date waived):
TOTAL Area per Type of'
Allowed in
Matrix
Allowed
TOTAL sign
area
Proposed
Type of Sign
zone?
conditions
area per
Unit
allowed for
sign area
met?
unit
this sign
Example
Wall wlinternal
AlumInation
Yes with
condwons
Yes
sq. It.111neal
ff attached
41 /t attached
Walt
41 square feet
20 square feet
wall
Sign # 1
Ye 6
Lit
A
Sign #2
Sign #3
TOTAL Sign Ar,-a for f�nan�lSite
Max Permitted:
Previous Tota 1:
Proposed Total:
Sign
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign LIghting
Sign Type: V-14k
Propo d: I Jet �J
flow inZone:.,...�\
Sign Type.
Proposed:
Allowed in Zone:
PLANNING DATA
-- Signs --
ST'REET FILE
Sign Colors
Proposed: 0 Q
\0 0-
V-
Acceptable?
Requires ADB Approval?
LD
ignIocation
if freestanding and 3-feet or over (unless a fence) meets setbacks?
Requiipl Setbaeks
Street:
Side:
Rear:
Actilal-i�ethacks�*
Street:
FSi d e: --[�7ear:
Size:
Location:
Critical Areas Determination
Study Required
Waiver
o')
6o 4, t> 6 C4 t
Plan Review By:
McConnell, Jeanie
From: chris.tuttle@verizon.com
Sent: Friday, December 20, 2002 3:26 PM
To: Mcconnell@ci.edmonds.wa.us
Subject: Verizon project traffic control
Jeannie:
Son - ovi
vo lq,7,0 Is(
Thank you for meeting with us this afternoon.. I just wanted to memo you our request for
the use of two off duty uniformed Washington State Troopers in place of flaggers. We have
started to use State Troopers in intersection consturction projects and it is amazing how
well motorists respect the presence of that type of authority. We will have two officers
on site. One stationed in the middle of the intersection, and one for relief. If your
department agrees with this arrangement, we will proceed as planned. If not please reply
and we will use regular flaggers.
Thank You..
Chris Tuttle
Analyst-OSP Construction
Office: (425)771-9111
Pager: (425)267-7959
1
4.7747-7-
171
'. I b , I
City of Edmonds PE11T NO: 9674
PERMIT EXPIRES OL
SIDE SEWER PERMIT —it (00
Address of Construction:/—/ �; -7 5`- 'Auc 5 LID N
Property Tax Account Parcel No.wyo 1195 ()�a a). 66 000
Attach copies of all access and utility easements Verified and Approved by
Owner and/or Contractor: M-15 de 4 r C.
Contractor License #:
E] Single Family
Multi -Family (No. of Units /o
Commercial (No. of Units 7—
F� Public
ilding Permit #:
A
------------
Invasion into City *Right -of Way: Yes E] No
*R W Construction Permit #
Cross other "Private Property: El Yes F] No
"Attach legal description and copy of recorded easement.
Owner/britractor C> 0
Owner or contractor signatq owledgernent statement: Date
cynd ackn
if
By signing for this permit y that I have read the City's public handout entitled
ide Sewer Specifications, and shall comply with all City requirements outlined therein.
9 CALL DIAL -A -DIG (1-800-42
.#�-5555) BEFORE ANY EXCAVATION 2
W FOR INSPECTION CALL 425-771-0220 exte'nsionfiI)RAN'
24 HOUR NOTICE REQUIRED FOR ALL INSPECTION REQUESTS
..... .............
. ........ ...
........... .....
.. .. .. .. FOR OFFICE USEDNLY . .. ..... .. .. ..
. .... . . ....
. ....... ............ . ..... ......... ...... .. .....
Permit Fee Repair Fee $ 1�� Issued By: --- 'r-
Trunk Charge Date Issued: L) I oz
Assessment Fee Receipt No: omo 7-
City Permit Surcharge Fee $5.00 Total Fees Paid $
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED.
Job Site Ready YES NO —Date: , . Initial:
Partial Inspection: Date: Initial:
P p nnt
artial Inspection: e Initial:
IV)
FINAL INSPECTION APPROVED: Date: ��InitiflyD TV4-16u� to Street File:
1,� PERMIT MU�rZB,�PQSTED ON JOB SITE f�
"' �;Z_ -4
White Copy: File Green Copy: inspector Buff CopyT Al ant
L-,temp;bld&,forms,sspertnitjlg4/00
ZN ---* ��0307-ZS-Oool
When recorded mail to:
City Clerk
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
-*1ZA3 -OOOQ
APPLICANT IS: SPACE ABOVE THE LINE FOR RECORDERS USE
k( Property Owner Assessor's Parcel No.:4-:14Z-1Z30-37400
0 Business Owner Applicant: Raffi!5�*7* R. Ge.-S6r,
ENCROACHMIENTAGREEMEENT
This ENCROACHMENT AGREEMENT ("Agreement'l is entered into between the
CITY OF EDMONDS O'City") and A��,5;e -r R. ORE66
C'Owner[s]"), in accordance with Chapter 18.70 of the Edmonds Community Development
Code. Le-,9,AJ - 9 -Q .5, --rQ -7 W, Q 3 EW M
e_ljl�r Pe O.wner-is-the owner of that certain real property located at
within the City of Edmonds,
Washington, Assessor's Parce-Number and more
particularly described in Exhibit "All attached hereto and incorporated herein by reference.
Business owner, is
the business owner of that certain real property noted above.
2. The Easement. The City currently owns an existing easement over, under,
and across Owner's property for street, alley, sidewalk other
which is described in Exhibit "B" attached hereto and incorporated by reference.
3. The Ener6achment The City hereby covenants and agrees and grants its
p ermi s s i on to Own er o r B usin e s s Own er to all ow Ay7a�y,* /w gl iwilb(l *--L-, f- /7 fr- * n c, e-
7'625moi�cY-/0"/-Ar7i� 7�� .-,;,5(ec,)a[k U
to rLemaii in.a portion of the City right-of-way/easement.- A plat map showing the location of
the encroachment is attached as Exhibit "C" and incorporated by reference. This Agreement
is subject to the following terms and conditions:
a. The encroachment shall be installed and maintained in a safe and
sanitary condition at the sole cost, risk and responsibility of the owner and its successors in
interest.
- I -
b. The Owner shall agree at all times to indemnify and hold the City fi-ee
and harmless from any and all claims, demands, losses, damages or expenses resulting from
the construction, maintenance, use, repair or removal of the structure installed hereunder,
including any loss, damage or expense arising out of (1) loss or damages to property and (2)
Miury to or death of persons.
C. The Owner must remove or relocate any part of the , encroachment
within ten (10) days or such other time as specified in the notice after receipt of it from the
City Engineer, or the City Engineer may cause such work to be done and the reasonable cost
thereof sha,11 constitute a lien upon the property.
d. Whatever rights and obligations were acquired by the City with respect
to the easement shall remain and continue in fun force and effect and shall in no way be
affected by city's grant of permission to construct and maintain the encroachment structure.
4. Entire Agreeme This Agreement constitutes the entire agreement between
the parties with respect to the subject matter hereof and supersedes and replaces all other
agreements, oral or written, between the parties with respect to the subject matter.
5. Notices. Any notice which is required or may be given pursuant to this
Agreement shall be sent. in writing by United States mail, first class, postage pre -paid,
registered or certified with return receipt requested, or by other comparable commercial
means and addressed as follows:
If to the City
City Engineer
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
If to the
/,.?. OC6-G6
which addresses may be changed from time to time by providing notice to the other party in
the manner described above.
6. Waiver. City's consent to or approval of any act or omission by Owner shall
not constitute a waiver of any other default by Owner and shall not be deemed a waiver or
render unnecessary City's consent for approval to any subsequent act by Owner. Any waiver
by City of any default must be in writing and shall not be a waiver of any other defiLult
concerning the same or any other provision of the Agreement.
-2-
7
7. Successors and Assigns. This Agreement shall be binding and inure to the
benefit of the parties hereto and their respective legal representatives, successors, and assigns.
Owner agrees to micorporate this agreement by reference in any subsequent deeds to the
property, but any failure to do so does not invalidate this provision. -
8. Capacity. Each party represents that the person(s) executing this Agreement
on behalf of such party has the authority to execute this Agreement and by such signature(s)
thereby bind such party.
IN WITISTESS WHEREOF, the parties hereto have executed this Agreement on this
& -�:7 day of rt A- r 2003
OWNER(S) or BUSINESS OWNER(S):
By:
616f
STATE OF WASHINGTON
COUNTY OF SNOHOMISH
By -
This day, personally appeared before me, 9,66-r� R . 67oo /jrl--
to me known to be the person(s) who executed the within and foregoing docUent and that
(helshe.lthey) h f, signed the same as (hislherltheir) 14 1,-� free and voluntary act
and deed for the uses and purposes therein mentioned.
CONSTANCE M. CURTIS Notary Public
NOTARY PUBLIC k&�,g �4 94u/��/,s
STATE OF WASHINGTON Typed or Printed Name
COMMISSION EXPIRES
APRIL 9, 2007 My Commission expires:
CITY OF EDMONDS
By -
ENGINEERING DIVISION
-3-
EXHIBIT "A" TO THE ENCROACHMENT AGREEMENT DATED
BETWEEN THE CITY OF EDMONDS AND ROBERT R. GREGG CONCERNING THE
PROPERTY AT 437 5 TH AVE S, EDMONDS, WA 98020
LEGAL DESCRIPTION
LOTS 37, 38, 39, AND 40, BLOCK 123, PLAT OF THE CITY OF EDMONDS,
ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS,
PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
EXHIBIT -"C" TO THE ENCROACHMENT AGREEMENT DATED
BETWEEN THE CITY OF EDMONDS AND ROBERT R. GREGG CONCERNING THE
PROPERTY AT 437 5TH AVE S, EDMONDS, WA 98020
PLATE MAP SHOWING THE LOCATION OF THE ENCROACHMENT AT 437 5 TH
AVENUE SOUTH, EDMONDS, WA 98020
VICINITY MAP
NOT TO SCALE
EDMOND
BELL
MAIN
DAYTON
>lj
Iti
W
MAPLE
z C3
C14 Of
w
ALDER
WALNUT
CITY OF
CEDAR
EDMONDS
Ln
(n
HO ELL
Sl
E SPRUCE
z
0
HEMLOC
LAUREL
PINE
uj
DOI
A%MIN6 ABOVE
LINE OF BUILDINr.7
BEYOND
LINE OF HANP"L—
AT STEPS
1 1/200 HANDRAIL
0 RAMP
PLANT1146 BEYOND--�,
51H AVE
LINE OF STEPS
ELs+4.2V AND 51DEHALK
\— HICPH END OF ENTRY
W-61 SIDEKALK
2% SLOPE
SECTION "All ap FZAMF
1450
a
P-1 flotj LA;4 ij
61-6" IP.AW
12 MAX SLOPE
W-66
When recorded mail to:
City Clerk
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
*20020"0"'230* 200201100230
01/10/2002 12:15 PM Snohomish
P.0003 RECORDED County
SPACE ABOVE THIS LINE FOR RECORDER'S USE
Assessor's Parcel No. 4�qq )2.3 ob � oco U0
Project No. & Name: �51' 0-rild Wa.1 n UJ-
3 7, 3 -?,,3 J9, /0 loe-& 4? 4
ENCROACHMENT AGREEMENT
This ENCROACHMENT AG ENT "Agreeynt')�Vpterel I into between the
CITY OF EDMONDS ("City") and
7M ' %Z-.# -1-1 `7
("Owner[s]"), in accordance with Clantef 18.70 of the"Edmonds Com=lity Development
Code.
-lPrc -r, he owner of that certain real property located at
within the City of Edmonds, Washington,
��M' 037��Omd more particularly described in Exhibit
Asses7so"'r 'sPa cel
"A" h to d i!"Wt d&erein by reference. Business owner,
- A P - is the business owner of that certain real
ploperiy noted'abo,,fe. r
2. The Easement. The City currently owns an existing easement over, under, and
across Owner's property for street, alley, sidewalk, other
which is described in Exhibit "B" attached hereto and incorporated by reference.
0 (O'nuo '0
3. The Encroachment. The City h?,rebv., cove s and a es and � I - its
IT
p
ermission to Owner or Business Owner to allow
QJW-1AA.?7 f
to remain in a portion of the City right-of-way/ea�ement. A plat map showing the location of the
encroachment is attached as Exhibit "C" and incorporated by reference. This Agreement is
subject to the following terms and conditions:
a. The encroachment shall be installed and maintained in a safe and sanitary
condition at the sole cost, risk, and responsibility of the owner and its successors in interest.
b. The Owner shall agree at all times to indemnify and hold the City free and
harmless from any and all claims, demands, losses, damages or expenses resulting from the
- I -
construction, maintenance, use, repair or removal of the structure installed hereunder, including
any loss, damage or expense arising out of (1) loss or damages to property and (2) injury to or
death of persons.
C. The Owner must remove or relocate any part of the encroachment within
ten (10) days or such other time as specified in the notice after receipt of it from the City
Engineer, or the City Engineer may cause such work to be done and the reasonable cost thereof
shall constitute a lien upon the property.
d. Whatever rights and obligations were acquired by the City with respect to
the easement shall remain and continue in full force and effect and shall in no way be affected by
city's grant of permission to construct and maintain the encroachment structure.
4. Entire Amement. This Agreement constitutes the entire agreement between the
parties with respect to the subject matter hereof and supersedes and replaces all other
agreements, oral or written, between the parties with respect to the subject matter.
.5. Notices. Any notice which is required or may be given pursuant to this
Agreement shall be sent in writing by United States mail, first class, postage pre -paid, registered
or certified with return receipt requested, or by other comparable commercial means and
addressed as follows:
If to the Cit :
City Engineer
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
If to the Owner:
16 57 570 -7a +v c— cj
5�0?e'116 10075, L�� 04 ? S_I0z_ 4
which addresses may be changed from time to time by providing notice to the other party in the
mariner described above.
6. Waiver. City's consent to or approval of any act or omission by Owner shall not
constitute a waiver of any other default by Owner and shall not be deemed a waiver or render
unnecessary City's consent for approval to any subsequent act by Owner. Any waiver by City of
any default must be in writing and shalf not be a waiver of any other default concerning the same
or any other provision of the Agreement.
7. Successors and Assigns. This Agreement shall be binding and inure to the
benefit of the parties hereto and their respective legal representatives, successors, and assigns.
Owner agrees to incorporate this agreement by reference in any subsequent deeds to the
property, but any failure to do so does not invalidate this provision.
8. Capaci . Each party represents that the person(s) executing this Agreement on
behalf of such party has the authority to execute this Agreement and by such signature(s) thereby
bind such party.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this ZC-
day of J-�-tn c-- , 20o 1 .
OWNER(S):
By: By:
06f
STATE OF WASHINGTON
COUNTY OF SNOHOMISH
This day, personally appeared before me,
to me known tp be the person(s) who executed the withiq and foregoinj document and that
(helshelthey)--IL-P—1 signed the same as (hislherltheir) free and voluntary act
and deed for the uses and purposes therein mentioned.
" 1� 01111111111;1t;�/ - 't/
F I Tz,� L'Aktl
&otary Public Ll
F` t,-A- v- c-K
Typed or Printed Name
My Commission expires:
L
_J.I k
CITY OF EDMONDS
By: _12:1�11 r--L�-
ENGINEERING DIVISION
G:\SHARMTENV\BUILDING\HANWUT%Encr=hAgm.doc -3-
of
DEPARTMENT OF BUILDINGS
IF F
1:erttfttate
PER International Building Code Section I !inv
Occupancy established by this certificate: Dwelling Units: N/A No. Stories: 1
B
Typle,q,onstruction: V-1 Hr Basement: N/A
Maximum Occupant Lok. (Per IBC 1004)
Room capqqity signs, v�h- re-q'u": t,remain posted at afi times.
tiin�ht'Space: 437 �!h Ave S, #101
Owner of Building: GPA, Inc. Addressil"'
THE Cascade Bank HAtIBEEN INSPiCTE'D'AND APPROVED AS'dOMPLYING WITH THE REQUIREMENTS OF THE
2006 EDITION OF THE INTERNATIONAC-BUILDING'�C(56E AS ADOPTED BY THE'CITY FOR THE GROUP AND DIVISION OF OCCUPANCY AND THE
USEFOR CH THE PROPOSED OCCUPANCY Is CLASSIFIED,
Issued this 4th day of May, 2009
CHIEF BUILDING 0 FFICIAL
0-
BY: �z4c ?I
This certificate shall be posted in a conspicuous public area and shall not be removed, mu ilated or obscured and shall be maintained in legible condition at all times. Any change of occupancy or use requires a building permit and a new
Certificate of Occupancy issued by the City of Edmonds Building Official,
assesses assesses 0 a a
(b (T) (T) a) (h a) (h
"'7'c. 18 9 13
CITY OF EDMONDS
121 5TH AVENUE NORTH , EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: wwwdedmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
September 3, 2003
Mr. Ronald J. Southworth, President
Body Works
907 North Marshall Drive
Camano Island, Washington 98282
RE: Tenant Improvement @ 437 5h Avenue South, Edmonds
Dear Mr. Southworth:
GARY HAAKENSON
MAYOR
In response to your letter dated August 28, 2003 there are no provisions in the State
Barrier Free Code that would allow waivers to accessibility codes in a new building.
Therefore, if you choose to provide male and female shower/restroom/dressing room(s)
within your tenant space, each must fully comply with the current State Barrier Free
Code for all accessibility provisions.
Also, be advised, under our State Architects Laws, your plans will need to be prepared
and stamped by either a State Licensed Architect or Engineer.
If you have any questions please feel free to contact me during City business hours of
9:00am to noon and 1:00pm to 4:00pm, Monday through Friday at 425-771-0220.
Sincerely,
Jeannine L. Graf
Building Official
Incorporated August 11, 1890
BODYWORKS
Personal Training Professionals
August 28, 2003
Jeannine Graf
Building Official
City of Edmonds
Dear Jeannine,
AUG 2
PERMIT COUNTEii
We are presently planning on locatin R our business in suite 200 in the new
MacGregor Place Building located at 437 5t Ave South. The purpose for this
letter is to clarify the City's requirements for the building out of tenant
improvements.
Our tenant improvements will include a shower/ restroom and dressing
room for both men and women. We are asking the city to grant to us an
exception from the requirement that these rooms be built under the ADA
requirements.
Our reasons for requesting this exception is two fold:
1. There are already existing ADA restrooms available to this suite.
(See attached drawing)
2. Our business does not provide services to individuals in
wheelchairs. Our clientele needs to have full use of their limbs
to utilize our services.
Please feel free to contact me if you have any questions at all concerning
our business and our planned use of this space. I can be reached at (360) 387-
2144.
Sin ly,
X
7
Re)J.
President
907 N Marshall Dr.
Camano Island, WA 98282
Nk�
0
MacGregorPlace-Commercia
0
zl* X900307-?S-6001
When recorded mail to:
City Clerk
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
-Ar &0 3 - 0000
APPLICANT IS: SPACE ABOVE TBE LINE FOR RECORDERS USE
X Property Owner Assessor's Parcel No.:434Z-1ZJC>-3700
0 Business Owner Applicant: PAff--�ter R.
ENCROACHMENT AGREEMENT
This ENCROACHN= AGREEMENT ("Agreemenf') is entered into between the
CITY OF EDMONDS O'City") and R.
("Owner[s]"), in accordance with Chapter 18.70 of the Edmonds Community Development
Code. L,"� : 9,Q .5, --rQ -7 W, Q .3 EPJ M
1. The Property Owner is the owner of that certain real property located at
437-:5-71V A-g.,v4%,E, -7ce-ezel ---, within the City of Edmonds,
Washington, Assessor's Parcel Number 4:)04S4Z-1-Z-30-32'0,Q _, and more
particularly described in Exhibit "A" attached hereto and incorporated herein by reference.
Business owner, is
the business owner of that certain real property noted above.
2. The Easement. The City currently owns an existing easement over, under,
and across Owner's property for street, alley, sidewalk other
which is described in Exhibit "B" attached hereto and incorporated by reference.
3. The Encrbachment The City hereby covenants and agrees and grants its
permission to Owner or Business Owner to allow Arra��; Is f-17 7'r-* 17Ce-
A::� /-� c;/- /0 "' -;7 7�� --, -,'a4e w a f k U
to r6maiA in.a portion of the City right-of-way/easement. A plat map showing the location of
the encroachment is attached as Exhibit "C" and incorporated by reference. This Agreement
is subject to the following terms and conditions:
a. The encroachment shall be installed and maintained in a safe and
sanitary condition at the sole cost, risk, and responsibility of the owner and its successors in
interest.
- I -
0 0
b. The Owner shall agree at all times to indemnify and hold the City free
and harmless from any and all claims, demands, losses, damages or expenses resulting from
the construction, maintenance, use, repair or removal of the structure installed hereunder,
including any loss, damage or expense arising out of (1) loss or damages to property and (2)
injury to or death of persons.
C. The Owner must remove or relocate any part of the encroachment
within ten (10) days or such other time as specified in the notice after receipt of it from the
City Engineer, or the City Engineer may cause such work to be done and the reasonable cost
thereof shall constitute a lien upon the property.
d. Whatever rights and obligations were acquired by the City with respect
to the easement shall remain and continue in full force and effect and shall in no way be
affected by city's grant of permission to construct and maintain the encroachment structure.
4. Entire Agreemen . This Agreement constitutes the entire agreement between
the parties with respect to the subject matter hereof and supersedes and replaces all other
agreements, oral or written, between the parties with respect to the subject matter.
5. Notices. Any notice which is required or may be given pursuant to this
Agreement shall be sent. in writing by United States mail, first class, postage pre -paid,
registered or certified with return receipt requested, or by other comparable commercial
means and addressed as follows: I
If to the Ci
City Engineer
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
If to the Owner:
/;; ? -
72;� 6
which addresses may be changed from time to time by providing notice to the other party in
the manner described above.
6. Waiver. City's consent to or approval of any act or omission by Owner shall
not constitute a waiver of any other default by Owner and shall not be deemed a waiver or
render unnecessary City's consent for approval to any subsequent act by Owner. Any waiver
by City of any default must be in writing and shall not be a waiver of any other default
concerning the same or any other provision of the Agreement.
IPM
0 -
7. Successors and Assigns. This Agreement shall be binding and inure to the
benefit of the parties hereto and their respective legal representatives, successors, and assigns.
Owner agrees to incorporate this agreement by reference in any subsequent deeds to the
property, but any failure to do so does not invalidate this provision.
8. Capacity. Each party represents that the person(s) executing this Agreement
on behalf of such party has the authority to execute this Agreement and by such signature(s)
thereby bind such party.
IN W"ITNESS WHEREOF, the parties hereto have executed this Agreement on this
& 'i�:7 day of /-t A- T' 2003
OW"NER(S) or BUSINESS OWNER(S):
By:
ov4r
STATE OF WASHINGTON
COUNTY OF SNOHOMISH
By -
This day, personally appeared before me, 96&2—in� R - 60,adri -
to me known to be the person(s) who executed the within and foregoing docUent and that
(helshelthey) h f, signed the same as (hislherltheir) 14 free and voluntary act
and deed for the uses and purposes therein mentioned.
CONSTANCE M. CURTIS
NOTARY PUBLIC
STATE OF WASHINGTON
COMMISSION EXPIRES
APRIL 9. 2007
CITY OF EDMONDS
B3r
ENGINEERING DIVISION
Notary Public
kiz�a �4
Typed or Printed Name
My Commission expires: 49 q'Id 1 /0 7
L-%rRMFaUMD&XNL0M0UPA=WAAVv&&c -3-
0
EXHIBIT "A" TO THE ENCROACHMENT AGREEMENT DATED
BETWEEN THE CITY OF EDMONDS AND ROBERT R. GREGG CONCERNING THE
PROPERTY AT 437 5 TH AVE S, EDMONDS, WA 98020
LEGAL DESCRIPTION
LOTS 37, 38, 39, AND 40, BLOCK 123, PLAT OF THE CITY OF EDMONDS,
ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS,
PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
E
EXHIBIT "C" TO THE ENCROACHMENT AGREEMENT DATED
BETWEEN THE CITY OF EDMONDS AND ROBERT R. GREGG CONCERNING THE -
PROPERTY AT 437 5 TH AVE S, EDMONDS, WA 98020
PLATE MAP SHOWING THE LOCATION OF THE ENCROACHMENT AT 437 5 TH
AVENUE SOUTH, EDMONDS, WA 98020
VICINITY MAP
NOT TO SCALE
A
Y
EDMOND
BELL
MAIN
DAYTON
Li
w Lu
<>
MAPLE
z
C14
pe)
ALDER
WALNUT
CITY OF
CEDAR
EDMONDS
V)
HO LL
h LSPRUCEJ
0
HEMLOC
LAUREL
PINE
00
51H AVE
ELt+4M"
F-XI51
CVR5
AMINS ABOVE
LINE OF BUILOINC?
BEYONV
LINE OF HANDRAI
AT STEPS
1 1/2"4) HANDRAIL
0 RAMP
PLANTINC? BEYOND-,,,"
LINE OF STEP5
AND 51DEKALK 0
HI&H ENV OF ENTRY
11,
W-6" SIDEKALK
2% SLOPE
SECTION "A" a RAMP
LOOK045 N01M
a
EL..+62q
V-6" RAMP
1 12 MAX SLOPE
LA;4 iij Zr4V] Z
51-60
15)(141151-T " C,"
11
/ .1
PERMIT #: W 5- OOL�
DATE APPLICATION RECEIVED: llkk/�)
ADDRESS OF PUBLIC USE IY3? 5P— 1�vt 's
'Pl? "Pl?rrVnAwxMPe, �9
YO RE PAOPUTIE
DIVISIONIDEPARTMENT ON THE LIST.
* * * PLEASE ROUTE IN THE ORDER SHOWN * * *
PLANNING DIVISION
PUBLIC WORKS
Fi ENGINEERING DIVISION
F-j DS ADMINISTRATION
Date Stamp Received:
Date Stamp Received:
MAY - 6 ?j03
R 9 C JE Tj
JUN
. PV2
Date Stamp Received: ' LIC
Date Stamp Received:
RF-C'71- WM
i *- " 3 0 ILI-Al
BUILDING DEPT.
JUL 0 P2003
ENGINEERIN(
9*�qN
R rEclr I -
X- -', 2 5'L-
APPROVAL SIGNATURES AND REMARKS OR COMMENTS ARE 7JOfp&%�D
UNDER THE ""DEPARTMENTAPPROVALS--SECTION ON THE PJWIA003
ENGINEERING DIVISION
RAeng:r\fbrms\Encroachment permit routing
M
0.
OV ED4
ENCROACEMENT PERNUT APPLICATION
PROPERTY OWNER NAMIE:
PROPERTY OWNER MAILING ADDRESS: 4/tO4
BUSINESS NAME for Commerical applications:
ADDRESS OF PUBLIC
4-Z. �5-- 6 7-5- 4 Z f8
Describe the portion of public space, City right-of-way or easement area to be utilized (i.e., overhead space of
sidewalk, 10 foot City uti4ity easement along north property fine etc): /I
=/� S� ' k lk
,5�e� 02OW -�4Ja(& AMV--'eZ'4 P/ .
,A . Ae>'.ai*A — Af — 1`2� : -V— -4. 4 / ^ ed H -/ — "'/0J -. i^ I//
Describe the type o encroachment or use d9sired (i.e., fence 6 feet by 150 feet, awning 3 f t wide by 7 feet
long, q.-
24-4
e-517 efe$:,�p Z3
-7
P/anllel� n. j
Specify7 the length of time for use (i.e. awning for life 2f building, espresso cart for summer month , etc.),
NOTE: 7he issuance of this permit is understood by the applicant to be of a temporary nature and that no vested right is granted.
INDEMNI7Y.- 7he applicant understands and by hislher signature to this application, agrees to hold the City of Edmonds
harmless from any injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made
against the applicant or the City of Edmonds, or any of its departments or employees, including but not limited to the defense or
any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit. In addition, the
application understands that the City shall be provided a Certificate of Insurance to indemnity and hold harmless the City of
Edmondsfrom all claims andlor property damage, and naming the City of Edmonds as an additional insured.
CODE APPLICATION: By signing the application below the applicant warrants that s1he has read or had the opportunity to read
Chapter 18.70 of the Edmonds Community Development Code and s1he understands that all terms of the adopted ordinance are
incorporated herein as if setforth in full and this application and permits therefore are subject to the terms of that Chapter.
3c)/C)
PROPERTY OWNER/BUSDQSS OWNER
k,
7'ef-&�q
L:Tenip:Building:Handout:Encroachho.docjWO2
#59
CRITERIA OF PERMIT APPROVAL
The applicant shall follow the noted conditions on the building permit. For applications that do not require a
building permit the following criteria shall be maintained at all times.
> Provide safe pedestrian travel for sidewalk encroachments. Maintain a clear zone of 44 inches minimum.
See definition of clear zone below.
> Exterior light fixtures, banners and flags must be a minimum of 7 feet above City right-of-way.
> Maintain clear landings on the exterior side of all required exit doors of 44 inches or no less than width of
door, measured toward the street.
> No projections into City alleys are permitted unless the projection exceeds 15 feet above pavement
surface.
> Do not block illumination from City light fixtures or hang objects from City light standards.
> Architectural projections from buildings must be approved by the Design Board and conform to Uniform
Building Code requirements. A building permit shall be required for such projections.
> Maintain 3 feet of clearance around fire hydrants, standpipes, manholes, water meters, blowoffs,
cleanouts and valves.
> Bistro dining tables and chairs must be placed in accordance with City Ordinance No. 3293.
> Merchandise racks, espresso carts, flower planters, benches must not be located within the 6'clear zone".
> ' Ramps require a separate building permit and must"conform to UBC standards.
Clear Zone Definition: Clear Zone refers to an area 7 feet in height and 44 inches in width providigg
level, safe walking surface along the public sidewalk (i.e. measuring 44 inches from edge of street tree grates
or newspgper stands toward place of business and from the ground pp to a height of 7 feet).
---- - ------------ DEPARTMENT APPROVALS --- FOR CITY USE 014LY -------------------
Planning Division Approved By ADB#/—".,)/ Date
Remarks or Comments: . /11-1
Public Works Approved By
Remarks or Comments:
Engineering DivisionP
Remarks or Comments
Certificate of Insurance Verified By (A
Easement Agreement sent to City Clerk for
ENCROACHMENT PERMIT#
RELEASED B
P-" C
6-0-7-
I--- Date r-
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BUILDING PERMIT# RECORDIN n: ZZ
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A CERTIFICATfWF . LIABILITY INSURAN r%lr- OP ID E
�
DATE [MMIDDIYYYY)
-CORD-
MACGR-1
05/02/03
PR ' OULICER lqw
THIS CERTIFICATE IS ISMED AS A MATTER OF INFORMATION
Scott M. Campbell
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Insurance Services Group, Inc.
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
600 Main Street, Suite A
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Edmonds WA 98020
Phone:425-775-6446 Fax:425-640-9225
INSURERS AFFORDING COVERAGE
NAIC #
INSURED
INSURER A: National Fire and Marine
INSURER B:
INSURER C:
MacGre or Development, LLC
16550 q6th Ave W
Edmonds WA 98026
INSURER D:
INSURER E:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
UK
TR
ADVIL
INSRE
TYPE OF INSURANCE
POLICY NUMBER
0 C F CTI
DATE (MWDDrYY)
PO C EXPI ION
DATE (MM/DD/YY)
LIMITS
GENERAL LIABILITY
EACH OCCURRENCE
$1000000
A
X
X COMMERCIAL GENERAL LIABILITY
72LPE677356
03/12/03
03/12/04
pu'REM'ISES (E,.ccur.nc.)
$100000
—1 CLAIMS MADE Fx I OCCUR
MED EXP (Any one person)
s5000
PERSONAL & ADV INJURY
$1000000
GENERAL AGGREGATE
$2000000
GEN'L AGGREGATE LIMIT APPLIES PER:
PRODUCTS - COMP/OP AGG
$1000000
I POLICY [7 JERC0j F-] LOC
AUTOMOBILE
LIABILITY
ANY AUTO
COMBINED SINGLE LIMIT
(Ea accident)
$
BODILY INJURY
(Per person)
$
ALL OWNED AUTOS
SCHEDULED AUTOS
BODILY INJURY
(Per accident)
$
HIRED AUTOS
NON -OWNED AUTOS
PROPERTY DAMAGE
(Per accident)
$
GARAGE LIABILITY
AUTO ONLY - EA ACCIDENT
$
OTHER THAN EA ACC
$
ANY AUTO
$
AUTO ONLY: AGG
EXCESS/LIMBRELLA LIABILITY
EACH OCCURRENCE
$
7 OCCUR FICLAIMS MADE
AGGREGATE
$
$
RDEDUCTIBLE
$
RETENTION $
WORKERS COMPENSATION AND
EMPLOYERS'LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE
WU51AIU- UIN-
TORY LIMITS ER_
E.L. EACH ACCIDENT
$
E.L. DISEASE - EA EMPLOYEE
$
OFFICERIMEMBER EXCLUDED?
Ifixes, describe under
S ECIAL PROVISIONS below
E.L. DISEASE - POLICY LIMIT
$
OTHER
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT SPECIAL PROVISIONS
It is understood & agreed that the City of Edmonds is named as an additional
insured with respects to an encroachment permit for 437 5th Ave. S.,
Edmonds, WA.
CERTIFICATE HOLDER CANCELLATION
CITYOET SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO�
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
City of Edmonds IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
Building Division
121 5th Ave. N. REPRESENTATIVES.
Edmonds WA 98020 AUTHORIZED REPRESENTATW z zleIr
— IF
% j
When recorded mail to:
City Clerk
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
APPLICANT IS: SPACE ABOVE THE LINE FOR RECORDERS USE
k( Property Owner Assessor's Parcel No.: 7- -1z5o -3 7p cp
0 Business Owner Applicant: 7' R.
ENCROACMqENT AGREEMENT
This ENCROACEAMM AGREEMENT CAgreemenf) is entered into bet�een the
CITY OF EDMONDS C'City") and. 7- 7?. 0p_,E&6 I
C'Owner[s]'), in accordance with Chapter 18.70 of the Edmonds Community Deve lopment
Code.
1. The Property. Owner is the owner of that certain real pro*pert . y located at
4-37-5 -, 7 N k; � 5 ^ /, r4 , 'Tc, W 2;; C/ . within the City - of Edmonds,
Washington, Assessor's Parcel Number 00-4-34,Z-1Z.30-370c) and more
particularly described in Exhibit "A" attached hereto and incorporated herein by reference.
Business owner,
the business owner of that certain real property noted above. s
2. The Easement. The City currently owns an existing easement over, . under,
and across Owner's property f-or street, alley, sidewak other(-2,�'VIA
which is described in Exhibit "B" attached hereto and incorporated by reference.
3. The Encr6achment. The City hereby covenants and agrees and grants its
permission to Owner or Business Owner to allow
to remaN in a portion of the City zight-of-way/easeinent' A plat map showing the location of
the encroachment is attached as Exhibit "C', and incorp -
is subject to the following t s and conditions: orated by reference. This Agreement
a. The encroachment shall be installed and maintained in a safe and
sanitary condition at the sole cost risk, and responsibility of the owner and its successors in
interest.
-I-
b. The Owner shall agree at all times to indemnify and hold the City fire
and harmless from any and all claims, demands, losses, damages or expenses resulting from
the construction, maintenance, use, repair or removal of the structure installed hereunder,
including any loss, damage or expense arising out of (1) loss or damages to property and (2)
injury to or death of persons.
C. The Owner must remove or relocate any part of the encroachment
within ten (10) days or such other time as specified in the notice after receipt of it from the
City Engineer, or the City Engineer may cause such work to be done and the reasonable cost
thereof. shall constitute a lien upon the property.
d. Whatever rights and obligations were acquired by the City with respect
to the easement shall remain and continue in full force and effect and shall in no way be
affected by city's grant of permission to construct and maintain the encroachment structure.
4. Entire Aereemen . This Agreement constitutes the entire agreement between
the parties with respect to the subject matter hereof and supersedes and replaces all other
agreements, oral or written, between the parties with respect to the subject matter.
5. Notices. Any notice which is required or may be given pursuant to this
Agreement shall be sent in writing by United States mail, first class, postage prepaid,
registered or certified with return receipt requested, or by other comparable commercial
means and addressed as follows:
If to the Ci
City Engineer
City of Edmonds
121 Fifth Avenue North
Edmonds, WA 98020
If to the
R,V&t�� 7- 0,fEG6
which addresses may be changed from time to time by providing notice to the other party in
the manner described above.
6. Waiver. City's consent to or approval of any act or omission by Owner shall
not constitute a waiver of any other default by Owner and shall not be deemed a waiver or
render unnecessary City's consent for approval to any subsequent act by Owner. Any waiver
by City of any default must be in writing and shall not be . a waiver of any other default
concerning the same or any other provision of the Agreement.
-2-
0
9
7. Successors and Assigns. This Agreement shall be binding and inu to e
benefit of the parties hereto and their re th
respective legal representatives, successors, and assigns.
Owner agrees to micOrporate this agreement by reference in any subsequent deeds to the
property, but any failure to do so does not invalidate this provision.
S. CaRaci - Each party represents that the person(s) ex ecuting this Agre ent
on behalf of such party has th em
thereby bind such party. e authority to execute this Agreement and by such signature(s)
IN Wr-rNESS WHEREOF, the parties hereto have executed this Agreement on this,
day Of 2QQ3
OWNER(S) or BUSINESS OWNER(S):
By.
STATE OF WASHINGTON
COUNTY OF SNOHOMISH
By -
This day, personally appeared before me,
to me known to be the person(s) who execut the within and fo ing doc ent and that
(helsheltheY) —AL— signed the sa e as (his erltheir)
rn 1h free and voluntary act
and deed for the uses and purposes therein mentioned.
ed the �thij� and foregoing �doc �ent an�dthg�
IS
NJ
CONSTANCE M. CURTIS
bBLIC -Notary Public
C 7 0 ff I
NOTARY PUBLIC
N
ST INGT
STATE OF WA HINGTON
SHINGTON
fCOMMISSI6kN EXPIRES Typed or Printed Name
CITY OF EDMONDS
BY A/GM
MY Commission expires: 0 I)q/07
"TRMr4UR40"R4N00Ura--&A0.d.
-3-
EXHIBIT "A" TO THE ENCROACHMENT AGREEMENT DATED
BETWEEN THE CITY OF EDMONDS AND ROBERT R. GREGG CONCERNING THE
PROPERTY AT 437 5 TH AVE S, EDMONDS, WA 98020
LEGAL DESCRIPTION
LOTS 37, 38, 39, AND 40, BLOCK 123, PLAT OF THE CITY OF EDMONDS,
ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS,.
PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
0
f
0
EXHIBIT "C" TO THE ENCROACHMENT AGREEMENT DATED
BETWEEN THE CITY OF EDMONDS AND ROBERT R. GREGG CONCERNING THE
PROPERTY AT 437 5 TH AVE S, EDMONDS, WA 98020
PLATE MAP SHOWING THE LOCATION OF THE ENCROACHMENT AT 437 5 TH
AVENUE SOUTH, EDMONDS, WA 98020
G V
CITY OF
EDMONDS
VICINITY MAP
NOT TO SCALE
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AHNINs ABovE
LINE OF IgUILDINO_
BEYOND
LINE OF HANDRAIL —
AT STEpS
1/2"10 HA&`IDRAIL—,,,'
0 RAMP
ITE-A-VE PLANTINS.15EYOND-1-1
LINE OF STEpS
EL,+4-25a AND 51DEKALK o
I�Ti� or- ENTRY
51DEKALK
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SECTION "All 0 RAMP
5TOPMFRONT
ENTRY 5ySTEM
am= own
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RECEIVED
AUG 16 2001
CITYCOPY DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
DRAINAGE CALCULATIONS
FOR:
5 lh & WALNUT MIXED USE
EDMONDS, WA 98020
Project No. 01024.20
6/15/01
V,
T' vA,
I EXPIRES 11/7/07-- 6 11Y10J
DESIGNED BY:
4= - C�m�l
ENGINEERING
250 4"' AVENUE SOUTH, SUITE 200
EDMONDS, WASHINGTON 98020
PHONE: (425) 778 - 8500
FAX: (425) 778 - 8500
PROJCET OVERVIEW:
The project is located at the Northeast comer of 5t" Avenue and Walnut Street in the City of
Edmonds, Washington. Development on the site will be a new three story building, with a Mix
of condominium units on the second and third floors and retail/office space on the first floor.
Parking for the tenants of the building will be in a basement parking garage. See Appendix A.
4:1 Z� Z:>
EXISTING CONDITIONS:
Currently there is a single family home with detached garage and a small commercial office
building located on the site. The site drains westerly across a grass lawn with an average slope
of 5 percent to 5 1h Avenue. Currently there is no off site drainage onto this site. Neighboring
properties include a residential condominium building to the east, Walnut Street to the South, 5 1h
Avenue to the West, and a commercial office building to the North. Across the street on 5 th
Avenue is a commercial retail building, and across the street on Walnut Street is a restaurant.
DEVELOPED CONDITIONS:
The developed site will have a zero lot line building as described above. Drainage basins include
the roof area, where a majority of the storrnwaterwill be generated, landscaped planters along 5 th
Avenue and Walnut Street, and the landscaped buffer area along the east property line.
Stormwater from these areas will be captured and drained into a detention vault located under the
parking slab in the basement. This water will pass through a flow control structure that will
control the flow to the predeveloped 2, 10, and 100 year -event, see Stormwater Calculations
Summary in Appendix B. After the stormwater has passed through the flow control it will drain
into a pump chamber where it will be pumped to a catchbasin located in Walnut Street, at the
predeveloped 1 00-year peak release rate, see Stormwater Lift Pump Design in Appendix C.
Other quality control requirements as specified in ECDC 81.30.060.13 are as follows.
#2-. Preservation of Natural Drainage Systems
The existing stormwater currently drains onto 5th Avenue where it is captured on the street
by existing catch basins and then conveyed in a hard pipe system. After development is
completed stormwater will be released, from the detention tank, into the same existing hard
pipe system.
#3: Source Control of Pollution:
Stormwater being detained is from the roof and landscaped areas, where pollution sources
are not very common. The main source for pollutants may come from some one
inadvertently pouring a pollutant into the grate located in the garage. To try to prevent this
from happening, a stencil with the wording "STORNMATER" "NO DLWING" will be
stenciled by the grate. Water in the garage area will be captured by floor drains and
pumped to the sanitary sewer by a separate system.
#4: Runoff Treatment BMPs: Reinforced 'Z
The site is discharging directly into a hard piped stormwater system and is less than one
acre, therefore the predeveloped runoff for the 2, 10 and 100-year events will be matched as
required by ECDC 18.30.060 (a.). The predeveloped runoff will be calculated using
Second Growth Forest as a predeveloped condition.
#5: Wetlands:
#6
#7
There are no wetlands on -site or down stream from the site, therefore this requirement is
not applicable.
Water Quality Sensitive Areas
There are no sensitive areas down stream from the site, therefore this requirement is not
applicable.
Off -Site Analysis and Mitigation:
Existing stormwater from this site is captured by catchbasins located on 5 Ih Avenue where it
is conveyed in a closed system flowing North to the intersection of 5 th Avenue and Dayton
Street, west on Dayton to the intersection of 3'd Avenue, then south on 3d Avenue to a
manhole just north of Howell Way where it turns west and outlets into Union Oil Marsh
through the Edmonds City Park. This area -is also known as Shellabaker Creek
#8: Basin Planning:
The project is located in the Shellabaker Creek Basin.
#9: Operation and Maintenance:
Operation and Maintenance will be the responsibility of the owner.
#10: Financial Liability:
Required performance bonds will be provided as required.
Erosion and Sediment Control
The area of the building will be shored and excavated to a depth of approximately 10 feet
(plus or minus) below existing grade from the lowest point of the site. There will be little
need for any erosion control measures, because the disturbed area will be below existing
grade. Some silt fence may be required along 5 Ih Avenue when the basement is finished
and the construction is above ground. Some diversion berms may be needed to keep the
stormwater from the alley (Beck Lane) from entering the site; this will be determined at the
time of construction.
I* Appendix A 0
1. Vicinity Map
2. Soils Map
0 0
VIC'11-\JITY MAP
N TS
0
M
n
0
A
r
290 000 FEET
(joins sneer a/ I
T. 27 N.
:Ej7 .5; O�V-4. >
t1-1'q3'44- /—
300 000 FEET
z
2.
2�
X
W
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I
U)
r
M
M
C
rri
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This soil sutveym so we $compted by the U.S. Devartm in t of Agriculture, Soil Conservation Service. and coopera I ing agencies.
Base Maps are orthophoto graphs prepared by the State of Washington. Department of Natural Resources from 1973 and 1974 acti.1 photography.
.. .... CooTdin ate grid ticks and land division comers. If shown. are approximately positioned.
This .!I
0
Appendix B
1. Stormwater Calculations Summary
2. Predeveloped Calculations
3. Developed Calculations
4. Routine, Calculations
Z)
5. Tc Map
6. CN Table
0
Stormwater Calculations Summary
The following is a summary of the calculations that were derived using the SBUH Method that
ZD Z:1
follow.
Existing Conditions:
e�
Total Area = .303 Acres
C = 81 (Second Growth Forest)
Tc = 34 Minutes
Developed Conditions:
Area C
Acres
Pervious .040 86
Impervious .263 98
Tc = 5 Minutes (Minimum Tc)
Peak Flows:
Event
Rainfall
Pre-Dev. Peak Flow
Dev. Peak Flow
In. / Hr.
CFS
CFS
2-Year
1.5
.01
.10
10-Year
2.0
.02
.14
100-Year
3.0
.06
.22
Storage Volume Required for Routing:
Event
Orifice Size and Height
Vol. Required
30% Vol. Increase
CF
CF
2-Year
.5 inch @ 0.0 feet
540
570
10-Year
.5 inch @ 2.8 feet
740
860
100-Year
1.05 inch @ 3.70
960
1130
Storage Tank Sizing:
5 foot diameter tank = 19.62 CF/LF
1130 CF / 19.62 CF/LF = 57.6 LF Required.
Use 60 LF of Pipe.
0
0
Predeveloped Calculations
KING COUNTY DEPARTMENT OF PUBLIC WORKS
Surface Water Management Division
HYDROGRAPH PROGRAMS
Version 4.21B
1
- INFO ON THIS PROGRAM
2
- SBUHYD
3
- MODIFIED SBUHYD
4
- ROUTE
5
- ROUTE2
6
- ADDHYD
7
- BASEFLOW
8
- PLOTHYD
9
- DATA
10
- RDFAC
11
- RETURN TO DOS
ENTER OPTION:
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
1 - S.C.S. TYPE-lA
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
S.C.S. TYPE -IA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DUPLATION(HOUR), PRECIP(INCHES)
------------------------------------------------------------ 7 ---------
S.C.S. TYPE-lA DISTRIBUTION
2-YEAR 24-HOUR STORM **** 1.50" TOTAL PRECIP.
------------------------------------------------ ---------------------
ENTER: A (PERV) , CN (PERV) , A (IMPERV) , CN (IMPERV) , TC FOR BASIN NO.
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.3 .3 81.0 .0 98.0, 34.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.01 12.50 345
ENTER fd:)[pathlfilename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH:
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
STORM OPTIONS:
Ll
0
1 - S.C.S. TYPE-lA
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
S.C.S. TYPE -IA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION (HOUR), PRECIP(INCHES)
----------------------------------------------------------------------
S.C.S. TYPE-lA DISTRIBUTION
10-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A (PERV) , CN (PERV) , A (IMPERV) , CN (IMPERV) , TC FOR BASIN NO. 1
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.3 .3 81.0 .0 98.0 34.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.02 8.00 661
ENTER [ d: I [ pa th I f i 1 ename ext ] FOR STORAGE OF COMPUTED HYDROGRAPH:
SPECIFY: C - CONTINUE, N NEWSTORM, P - PRINT, S - STOP
STORM OPTIONS:
1 - S.C.S. TYPE-lA
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
S.C.S. TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DUPLATION(HOUR), PRECIP(INCHES)
-----------------------------------------------------------------------
S.C.S. TYPE-lA DISTRIBUTION
100-YEAR 24-HOUR STORM **** 3.00" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.3 .3 81.0 .0 98.0 34.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.06 8.00 1436
ENTER [d:1[pathlfilename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
KING COUNTY DEPARTMENT OF PUBLIC WORKS
Surface Water Management Division
HYDROGRAPH PROGRAMS
Version 4.21B
1 - INFO ON THIS PROGRAM
2
- SBUHYD
3
- MODIFIED SBUHYD
4
- ROUTE
5
- ROUTE2
6
- ADDHYD
7
- BASEFLOW
8
- PLOTHYD
9
- DATA
10
- RDFAC
11
- RETURN TO DOS
ENTER OPTION:
Stop - Program terminated.
a
Developed Conditions
KING COUNTY DEPARTMENT OF PUBLIC WORKS
Surface Water Management Division
HYDROGRAPH PROGRAMS
Version 4.21B
1
- INFO ON THIS PROGRAM
2
- SBUHYD
3
- MODIFIED SBUHYD
4
- ROUTE
5
- ROUTE2
6
- ADDHYD
7
- BASEFLOW
8
- PLOTHYD
9
- DATA
10
- RDFAC
11
- RETURN TO DOS
ENTER OPTION:
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
1 - S.C.S. TYPE-lA
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
S.C.S. TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
----------------------------------------------------------------------
S.C.S. TYPE-lA DISTRIBUTION
2-YEAR 24-HOUR STORM **** 1.50" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A (PERV) , CN (PERV) , A (IMPERV) , CN (IMPERV) , TC FOR BASIN NO. 1
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.3 .0 86.0 .3 98.0- 5.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.10 7.67 1293
ENTER [d:) [path) filename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH:
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
STORM OPTIONS:
1 - S.C.S. TYPE-lA
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
S.C.S. TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
----------------------------------------------------------------------
S.C.S. TYPE-lA DISTRIBUTION
10-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A (PERV) , CN (PERV) , A (IMPERV) , CN (IMPERV) , TC FOR BASIN NO. 1
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.3 .0 86.0 .3 98.0 5.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.14 7.67 1817
ENTER fd:][path)filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
STORM OPTIONS:
1 - S.C.S. TYPE-lA
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
S.C.S. TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
----------------------------------------------------------------------
S.C.S. TYPE-lA DISTRIBUTION
100-YEAR 24-HOUR STORM **** 3.00" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A (PERV) , CN (PERV) , A (IMPERV) , CN (IMPERV) , TC FOR BASIN NO. 1
DATA PRINT-OUT:
AREA(ACRES)
.3
PEAK-Q(CFS)
.22
PERVIOUS
A CN
.0 86.0
T-PEAK(HRS)
7.67
IMPERVIOUS TC(MINUTES)
A CN
.3 98.0 5.0
VOL(CU-FT)
2884
ENTER [d:][path)filename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH:
SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP
KING COUNTY DEPARTMENT OF PUBLIC WORKS
Surface Water Management Division
HYDROGR.APH PROGRAMS
Version 4.21B
1
- INFO ON THIS PROGRAM
2
- SBUHYD
3
- MODIFIED SBUHYD
4
- ROUTE
5
- ROUTE2
6
- ADDHYD
7
- BASEFLOW
8
- PLOTHYD
9
- DATA
10
- RDFAC
11
- RETURN TO DOS
ENTER OPTION:
Stop - Program terminated.
Routing Calculations
KING COUNTY -DEPARTMENT OF PUBLIC WORKS
Surface Water Management Division
HYDROGRAPH PROGRAMS
Version 4.21B
1
- INFO ON THIS PROGRAM
2
- SBUHYD
3
- MODIFIED SBUHYD
4
- ROUTE
5
- ROUTE2
6
- ADDHYD
7
- BASEFLOW
8
- PLOTHYD
9
- DATA
10
- RDFAC
11
- RETURN TO DOS
ENTER OPTION:
R/D FACILITY DESIGN ROUTINE
SPECIFY TYPE OF R/D FACILITY:
1 - POND 4 - INFILTRATION POND
2 - TANK 5 - INFILTRATION TANK
3 - VAULT 6 - GRAVEL TRENCH/BED
ENTER: TANK DIAMETER (ft), EFFECTIVE STORAGE DEPTH (ft)
ENTER (d: ] [path] f ilename [. ext ] OF PRIMARY DESIGN INFLOW HYDROGRAPH:
PRIMARY DESIGN INFLOW PEAK = .22 CFS
ENTER PRIMARY DESIGN RELEASE RATE(cfs):
ENTER NUMBER OF INFLOW HYDROGRAPHS TO BE TESTED FOR PERFORMANCE (5 MAXIMUM):
ENTER (d:3[pathlfilename[.ext] OF HYDROGRAPH 1:
ENTER TARGET RELEASE RATE(cfs):
ENTER [d:](path]filename(.extj OF HYDROGRAPH 2:
ENTER TARGET RELEASE RATE(cfs):
ENTER (d:1[pathlfilename[.ext] OF HYDROGRAPH 3:
ENTER TARGET RELEASE RATE(cfs):
ENTER: NUMBER OF ORIFICES, RISER-HEAD(ft), RISER-DIAMETER(in)
RISER OVERFLOW DEPTH FOR PRIMARY PEAK INFLOW .06 FT
SPECIFY ITERATION DISPLAY: Y - YES, N - NO
SPECIFY: R - REVIEW/REVISE INPUT, C - CONTINUE
1 0
SUMMARY OF INPUT ITEMS
1) TYPE OF FACILITY: TANK
2) TANK DIAMETER(ft), STORAGE DEPTH(ft):
3) VERTICAL PERMEABILITY(min/in): .00
4) PRIMARY DESIGN HYDROGRAPH FILENAME:
5) PRIMARY RELEASE RATE(cfs): .06
6) NUMBER OF TEST HYDROGRAPHS: 3
TEST HYD 1 FILENAME: walld100
TEST HYD 2 FILENAME: walldlO
TEST HYD 3 FILENAME: walld2
5.00, 5.00
walld100
TARGET RELEASE(cfs): .06
TARGET RELEASE(cfs): .02
TARGET RELEASE(cfs): .01
7) NUMBER -OF -ORIFICES, RISER -HEAD (f t) , RISER-DIAM (in) 3, 5.00, 18
8) ITERATION DISPLAY: NO
ENTER ITEM NUMBER TO BE REVISED (ENTER ZERO IF NO REVISIONS ARE REQUIRED) :
INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 1188 CU-FT
BOTTOM ORIFICE: ENTER Q-MAX(cfs)
DIA.= .41 INCHES
"Q-ORF" IS CHANGED TO .015 CFS IN ORDER TO MAINTAIN MIN. ORIFICE OF 0.5'.
MIDDLE ORIFICE: ENTER Q-MAX(cfs), HEIGHT(ft)
DIA.= .50 INCHES
"Q-ORF" IS CHANGED TO .010 CFS IN ORDER TO MAINTAIN MIN. ORIFICE OF 0.5'o
TOP ORIFICE: ENTER HEIGHT(ft) CA-&4"PAA
DIA.= 1.05 INCHES
PERFORMANCE: INFLOW TARGET -OUTFLOW ACTUAL -OUTFLOW PK-STAGE STORAGE
DESIGN HYD: .22 .06 .06 4.99 967
TEST HYD 1: .22 .06 .06 4.99 960
TEST HYD 2: .14 .02 .02 3.61 740
TEST HYD 3: .10 .01 .01 2.76 540
SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP
ENLARGEMENT OPTION: ALLOWS FOR INCREASING STORAGE AT A SPECIFIED
STAGE HEIGHT, TO PROVIDE A FACTOR OF SAFETY.
ENTER: STORAGE-INCREASEM, STAGE-HEIGHT(ft)
PERFORMANCE:
INFLOW
TARGET -OUTFLOW
ACTUAL -OUTFLOW
PrF � E
I
RAGE
DESIGN HYD:
.22
.06
.04
4-2.Z
4-3
1135
TEST HYD 1:
.22
.06
.04
4.24
1130
TEST HYD 2:
.14
.02
.02
3.26
860
TEST HYD 3:
.10
.01
.01
2.32
570
SPECIFY: D -
DOCUMENT,
R - REVISE, A
- ADJUST ORIF,
E - ENLARGE, S - STOP
"j-
KING COUNTY DEPARTMENT OF PUBLIC WORKS
Surface Water Management Division
HYDROGRAPH PROGRAMS
Version 4.21B
1
- INFO ON THIS PROGRAM
2
- SBUHYD
3
- MODIFIED SBUHYD
4
- ROUTE
5
- ROUTE2
6
- ADDHYD
7
- BASEFLOW
8
- PLOTHYD
9
- DATA
10
- RDFAC
11
- RETURN TO DOS
ENTER OPTION:
Stop - Program terminated.
/Z
cl�
NE 1/4, SECTION 26, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
i L — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — / — — — — — — — —
- ----------
, ; P i BECK LANE
NO,
It
L
L
�p
-
LOT 40
LOT 39 40T
LOT��' 37
I IST FLOOR F.F.E.=74.5
rd
------------------
-77
c'
N058 20-W
(D
WALVUT STRE�T
'E COMM ll�l
2,0
7
8,C=00-a.
c)
_4�
CD
Ln
E-2
COODOWGIUM
1515
NMI
= - IM
e
�z
OtD24.2c
ui
V)
D
0
Ld
X
M
�— Vi
D
Z w
z <
w
'o
Lr) z
0
r, M
Ln K) a
v- L'i
SHEET:
1 0 0
STORKWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN
Table 111-1.3 SCS Western Washington Runoff Curve Numbers
(Published by SCS in 1982) Runoff curve numbers for selected agricultural,
suburban and urban
-F-- Ir = it, 94-hnur storm duration.
LAND USE DESCRIPTION
CURVE NUMBERS BY
HYDROLOGIC
SOIL GROUP
A
B
C
D
Cultivated land(l): winter
condition
86
91
94
95
Mountain open areas: low growing brush & grasslands
74
82
89
92
Meadow or pasture:
65
78
85
89
Wood or forest land: undisturbed
42
64
76
81
Wood or forest land: young
second growth or brush
55
72
Ll
86
orchard: with cover
crop
81
88
92
94
open spaces, lawns, parks, golf
courses, cemeteries,
landscaping.
Good condition: grass
cover on �:75% of the
68
80
M
90
area
Fair condition: grass
cover on 50-75% of
77
85
90
92
the area
Gravel roads & parking lots:
76
85
89
91
Dirt roads & parking lots:
72
82
87
89
Impervi . ous surfaces, pavement,
roofs etc.
98
98
10
98
Open water bodies: lakes,
wetlands, ponds etc.
100
100
100
100
Single family residential(2):
Dwelling Unit/Gross Acre %Impervious(3)
Separate
curve
number
1.0 DU/GA
15
shall be
selected
for
1.5 DU/GA
20
pervious
& impervious
2.0 DU/GA
25
portions
of the
site
2.5 DU/GA
30
or
basin
3.0 DU/GA
34
3.5 DU/GA
38
4.0 DU/GA
42
4.5 DU/GA
46
5.0 DU/GA
48
5.5 DU/GA
50
6.0 DU/GA
52
6.5 DU/GA
54
7.0 DU/GA
56
PUD'B, condos, apartments,
%impervious
commercial businesses &
must be
industrial areas
computed
(1) For a more detailed description of agricultural land use curve numbers refer
to National Engineering Handbook, Sec. 4, Hydrology, Chapter 9, August 1972.
(2) AssumeB roof and driveway runoff is directed into street/storm system.
(3) The remaining pervious areas (lawn) are considered to be in good
condition for these curve numbers.
111-1-12 FE 13RUFU Y �,l 9�9 2
0
Appendix C
Ston-nwater Lift Pump Design
b
A
Stormwater Lift Pump Design
5th and Walnut
Peak Flows
Pressure Main Flow velocity
Pipe Diameter
2.0
4.0 in.
Area in Pipe
0.022
0.087 flA 2
Flow Velocity
2.93
0.73 ft/sec.
GPM
CFS
Peak Flow 100-Yr. Event
26.9
0.06
Wet Well Size
Peak Flow 10-Yr. Event 9.0 0.02
Peak Flow 2-Yr. Event
4.5
0.01
Diameter
5
Ft.
Detention time
I
Min.
Depth of Wet well needed
0.18
Ft.
Peak Pump Cycles
Pump Flow
Vol. to pump
28 GPM
26.93 Gal.
General Information
Average flow
26.93 GPM
1pump Size
28 GPM
�
Stormwater Depth
0. 18 Ft
Inv. @ Discharge Manhole
Inv. Into Wet Well
'175.80 Ft.
5 r5_0 Tt.
��, I u
C(�
;/1 100-Yr Event
Run Time 25.12
10-Year Event 2-Yr Event
1.42 1.15 Min.
Pump on
58.25 Ft.
Off Time 1.00
3.00
6.00
Min.
Pump off
58.07 Ft.
Cycle Time 26.12
4.42
7.15
Min.
Pump Ele.
57.07 Ft.
Floor
Ft.
Cycle of Effluent in pipe
2 inch
4 inch
flazen-WiUams Equation Calculations
Length of Pipe
67
67
LF
Pipe Diameter
2.0
4.0 in.
C =
100
100
Vol. of Pipe
10.93
43.71
Gal.
D =
0.1667
0.3333 Ft.
Eq. L
110
132 Ft.
# of cycles to flush
0.41
1.62
v FPS
2.93
0.73
Total detention time
11.60
43.40
Min.
Hf
3292
0.16 Ft.
Hele
18.7
18.7 Ft.
Cycles needed
to flush pipe
1
2
JTDH (ft)
22.65
18891
Stormwater Liftstation Work Sheet.xIs Page I
Stormwater Lift Pump Design
for
5th and Walnut
0
Equivalent Length Calculator
4-inch
I 2-inch # of Items
4-inch Eq. Length
2-inch Eq. Length
Length of Force Main
68
68
68
Regular 90 Degree elbow
4.8
3.1
4
19.2
12.4
Regular 11.5 Degree elbow
2.9
1.7
0
0
0
Gate Valve
2.4
2.6
1
2.4
2.6
Swing Check Valve
31
17
1
31
17
Tee - Line Flow
2.2
1.8
2
4.4
3.6
Connectin Joints
Length of pipe
10
7
7
Equivalent Length
132
11 �0�
F-
L-1
Stormwater Liftstation Work Sheet.xls Page 2
A-44 GINEER-IN-TRAINING REFERENCVCUAL
M
APPENDIX 17.D
Equivalent Length of Straight Pipe for Vafious Fittings (feet)
Z1_
(turbulent flow only, for any fluid)
pipe size
fittings
1
2 2 �i 3 4 5 6 8 10 12 14 16 18 20 24
4
steel
2.3 3.1 3.6 4.4 5.2 6.6 7.4 8.5 9.3 11.0 13.0
screwed
c. i.
9.0 11.0
1.2 1.6 2.1 2.4 3.1 3.6 4.4 5.9 7.3 8.9 12.0 14.0 17.0 18.0 21.0 23.0 25.0 30.0
reg-
steel
0.92
ular flanged
4.8 7.2 9.8 12.0 15.0 17.0 19.0 22.0 24.0 28.0
90*ell
c. i.
3.6
steel
1.5 2.0 2.2 2.3 2.7 3.2 3.4 3.6 3.6 4.0 4.6
screwed
3.3 3.7
long
steel
1.1 1.3 1.6 2.0 2.3 2.7 2.9 3.4 4.2 5.0 5.7 7.0 8.0 9.0 9.4 10.0 11.0 12.0 14.0
radius flanged
3.4 4.7 5.7 6.8 7.8 8.6 9.6 11.0 11.0 13.0
90'ell
c.i.
2.8
steel 0.3
.52 0.71 0.92 1.3 1.7 2.1 2.7 3.2 4.0 5.5
screwed
c. i
3.3 4.5
0.45 0.59 0.81 1.1 1.3 1.7 2.0 2.6 3.5 4.5 5.6 7.7 9.0 11.0 13.0 15.0 16.0 18.0 22.0
reg-
steel
ula.r flanged
2.9 4.5 6.3 8.1 9.7 12.0 13.0 15.0 17.0 20.0
45*e]lll
c.i.
2.1
steel 0.79
1.2 1.7 2.4 3.2 4.6 5.6 7.7 9.3 12.0 17.0
screwed
c. i.
9.9 14.0
tee-
steel
0.69 0.82 1.0 1.3 1.5 1.8 1.9 2.2 2.8 3.3 3. 4.7 5.2 6.0 6.4 7.2 7.6 8.2 9.6
line flanged
ROW
c. i.
1.9 2.2 3.1 3.9 4.6 5.2 5.9 6.5 7.2 7.7 8.8
steel
2.4 3.5 4.2 5.3 6.6 8.7 9.912.0 13.0 17.0 21.0
screwed
c i
14.0 17.0
tee-
steel
2.0 2.6 3.3 4.4 5.2 6.6 7.5 9.4 12.0 15.0 18.0 24.0 30.0 34.0 37.0 43.0 47.0 52.0 62.0
branch
flanged
15.0 20.0 25.0 30.0 35.0 39.0 44.0 49.0 57.0
flow
C. 1.
7.7 10.0
steel
2.3 3.1 3.6 4.4 5.2 6.6 7.4 8.5 9.3 11.0 13.0
screwed
CJ.
11.0
-9.0
1.2 1.6 2.1 2.4 3.1 3.6 4.4 5.9 7.3 8.9 12.0 14.0 17.0 18.0 21.0 23.0 25.0 30.0
reg. steel
0.92
flanged CA.
3.6 4.8 7.2 9.8 12.0 15.0 17.0 19.0 22.0 24.0 28.0
180*
long steel
1.1 1.3 1.6 2.0 2.3 2.7 2.9 3.4 4.2 5.0 5.7 7.0 8.0 9.0 9.4 10.0 11.0 12.0 14.0
return
bend
rad.
flanged cA.
2.8 3.4 4.7 5.7 6.8 7.8 8.6 9.6 11.0 11.0 13.0
steel
21.0 22.0 22.0 24.0 29.0 37.0 42.0 54.0 62.0 79.0 110.0
screwed
C. 1.
65.0 86.0
steel
38.0 40.0 45.0 54.0 59.0 70.0 77.0 94.0 120.0 150.0 3,90.0 260.0 310.0 390.0
globe
valve
flanged
c.i.
77.0 99.0 150.0 210.0 270.0 330.0
steel
�F32 0.45 0-56 0.67 0.84 1.1 1.2 1.5 1.7 1.9 2.5
screwed
c. i.
1.6 2.0
steel
2.6 2.7 2.8 2.9 3.1 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2 3.2
gate
flanged
2.4 2.6 2.7 2.8 2.9 2.9 3.0 3.0 3.0 3.0
!alve
c. i.
2.3
steel
12.8 15.0 15.0 15. .0 18.0 18.0 18.0 18.0 18.0 18.0
screwed
c. i
15.0 15.0
steel
15.0 15.0 17.0 18.0 18.0 21.0 22.0 28.0 38.0 50.0 63.0 90.0 120.0 140.0 160.0 190.0 210.0 240.0 300.0
angle
flanged
23.0 52.0 74,0 98.0 120.0 150.0 170.0 200.0 230.0 280.0
valve
c. i.
31.0
steel
7.2 7.3 8.0 8.8 11.0 13.0 15.0 19.0 22.0 27.0 38.0
screwed
c. i.
22.0 31.0
swing
steel
3.8 5.3 7.2 10.0 12.0 17.0 21.0 27.0 38.0 50.0 63.0 90.0 120.0 140.0
check
flanged
valve
c. i.
22.0 31.0 52.0 74.0 98.0 120.0
coup-
steel
10.14 0.18 0.21 0.24 0.29 0.36 0.39 0,45 0.47 0.53 0.65
ling Or
Screwed
un ion
c' i.
0.44 0.52
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MEMORANDUM
Date: July 9, 2001
To: Ron McConnell, Hearing Examiner, City of Edmonds
M
Fromp:, A a�ve Gebert, PE, City Engineer, City of Edmonds
Subject: 5h and Walnut Mixed -Use Development Appeal Response
Attachments: I - Appeal from Jonathon C. Hatch, P.S. dated July 2, 2001
2. Memorandum from Kathleen Taylor, Planner, City of Edmonds, dated
July 5, 2001
3. Letter from A.D. Shapiro Architects PS dated June 5, 2001
4. Letter from City Engineer dated June 6, 2001
5. Letter from Jonathon C. Hatch, P.S. dated June 8, 2001
6. Letter from Jonathon C. Hatch, P.S. dated June 15, 2001
7. Project Memorandum from A.D. Shapiro Architects PS dated June 20,
2001
8. Letter from City Engineer dated June 20, 2001
Summary: This memorandum responds to the appeal letter by Jonathan C. Hatch, P.S. on behalf of
Seawynd Condominium Association dated July 2, 2001, Attachment 1. The appellant suggests that
the City's decision to grant a waiver to allow access to the subject development from 5h Avenue
(rather than the alley (Beck's Lane)) is not in compliance with the Edmonds Community
Development Code (ECDC). City staff recommends that the appeal is without merit and should be
denied.
Grounds for the appeal: The specific grounds for the appeal, as stated in Mr. Hatch's July 2, 2001
appeal, is that the City decision to grant the waiver violates ECDC 18.80.060.B.5.b. This provision
of the ECDC requires that, in the Downtown Business Area, no curb cut (vehicular access) from
other than an alley will be approved unless the applicant demonstrates that .... .. The application
complies with all other criteria of the community development code."
City of Edmonds
The appeal then suggests that the application (i.e., vehicular access from 5 1h Avenue) does not
comply with ECDC 16.50.020.B., which states:
"Ground Floor. Development on the ground floor must consist of only commercial uses to a
minimum depth of 30 feet as measured from the street front of the building, with the
exception that the provision of pedestrian access to permitted residential uses is allowed.
This provision does not apply when a single-family use is the primary use on the property."
City response to grounds for appeal: The City's Planning Division has reviewed the appeal and
determined that granting the waiver to allow vehicular access to the site from 5h Avenue does not
violate ECDC 16.50.020.13, in that the applicant has demonstrated that the ground floor will be only
commercial use to a minimum depth of 30 feet, and that this section of the ECDC was not intended to
prevent reasonable access to the site. See Attachment 2.
Additional Background: In granting the waiver, the City also determined that the proposed access
from 5h Avenue met the condition of ECDC 18.80.060.B.5.a.ii. that "Access from an existing
alleyway would substantially impair reasonable access to an abutting -public street or utility because
of circumstances related to site size, topography or orientation;..."
Although the appellant does not appeal this determination by the City, the following provides
additional background information and outlines the correspondence and information used to develop
the justification and recommendations for granting the access waiver.
The applicant provided an access plan to the City on March 8, 2001 for review that showed an
ingress -only access from 5h Avenue. In April 2001, the City completed a review of the traffic impact
study submitted by the applicant. City review comments included concurrence with the mitigation
proposed for the deve ' lopment and that the applicant is required to provide channelization and
signage plans (which were subsequently submitted for review and approved by the City on June 20,
2001). During discussions with the developer/architect, it was determined that an access waiver
would be required to permit vehicle access from 5th Avenue.
In a letter dated June 5, 2001 (Attachment 3), the developer's architect (A.D. Shapiro Architects PS)
requested an access waiver based on the conditions outlined in ECDC 18.80.060.B.5.a.ii. The waiver
request is due to the site conditions (size and topography) which make it not feasible to develop
adequate access in and out of the proposed garage to the adjacent Beck's Lane alley or to Walnut
Street. Since both the alley and Walnut Street rise in elevation to the east from 5 1h Avenue, the
required ramp lengths to access the garage from the eastern side or midpoint of the property would be
too long based on driveway slope requirements.
Upon review of the access waiver request, the ECDC requirements, field reconnaissance of the site
access conditions, and application of engineering judgement, the waiver request was granted to allow
an access from 5th Avenue as documented in the letter from the City Engineer, dated June 6, 2001
(Attachment 4). The letter cites that the waiver approval is granted on the basis that the development
would meet the criteria set forth under Section 18.80.60.B.5.a.ii as suggested by the applicant's
architect.
In a letter dated June 8, 2001 (Attachment 5), the appellant's representative, Mr. Hatch, requested
that the materials and documentation used to determine the waiver approval be submitted for review.
C:\My Documents\AppealResponseMemo.doc
9
0
The City provided the waiver approval letter dated June 6, 2001 (noted above) for review to Mr.
Hatch that he received on June 14, 2001.
In a letter dated June 15, 2001 (Attachment 6), Mr. Hatch submitted documentation to the City
requesting reconsideration for granting approval for the access waiver stating that it does not address
compliance with ECDC 18.80.060.B.5.b. (which requires that the application must comply with all
other criteria of the community development code). However, the letter does not address any
specific criteria of the ECDC with which he believed the subject development's application might
not comply.
Upon receipt of Mr. Hatch's request for reconsideration, the City again reviewed the application and
waiver request documentation. In addition, the City requested the developer/architect submit further
documentation to support their analysis of the options considered for ingress/egress to the
site/garage. The architect submitted a memorandum dated June 20, 2001, Attachment 7. As
explained in Attachment 7, three options were considered .... 1) Access from the NW corner (the
approved access), 2) Access from the NE comer, and 3) Access from the midpoint of the site.
Option 2 was eliminated because of the extensive additional ramp length, the loss of usable floor
space on the main floor, and the unsafe cross slope of the alley at this location. Option 3 was
eliminated because of extensive additional ramp length, visibility problems from the exit point, loss
of parking space to circulation space, and safety concerns due to cross slope at the transition between
the ramp and the alley.
Upon the completion of the reconsideration review, the determination to grant the access waiver was
affirmed as outlined in the letter from the City Engineer dated June 20, 2001 (Attachment 8). The
decision to affirm the determination was based on the applicant meeting the criteria in accordance
with ECDC 18.80.060.B.5.a.ii. Since it was not indicated by Mr. Hatch what specific criteria he
believed were not met under ECDC 18.80.060.B.5.b., no response could be provided to his claim that
granting the waiver violated this section of the code.
Conclusion: Based on the response prepared by Ms. Kathleen Taylor, City Planner, addressing the
provisions outlined under ECDC 16.50.020.B, there are no grounds to reverse the decision for
granting an access waiver for the subject 5th and Walnut Mixed -Use development.
Recommendation: It is recommended that the appeal be denied.
C:\My Documents\AppealResponseMemo.doc
A'
The Law Office of
Jonathan C. Hatch, P.S.
152 - 3' Avenue S., Suite 101
Eibnonds, Washington 98020
Phone (425) 771-4846 Fax (425) 774-9842
Jonathan C. Hatch
July 2, 2001
City of Edmonds
Director of Community Services
121 5 th Avenue North
Edmonds, WA 98020
Re: Appeal of Staff Decision
Mixed Use Building at 5 1h Avenue S. and Walnut Street
Dear Gentlepersons:
aF.CF
.1%150
jot - 2 Mi
,0,MUt41V SERVICrr-S
oj�Ec-ron
RECEIVED
JUA 2 9 2001
PERMIT COUNTER
The letter shall serve as notice of appeal, pursuant to ECDC 20.105.030, with regard to
the staff decision set forth below:
1. Decision Agpealed: The decision of the City Engineer to grant a -
waiver to the alley way access required by ECDC 18.80.060 for access to
the above referenced project from 51hAvenue South.
2. Project Applicant: Robert Gregg.
3. Date of Decision Appealed: The initial decision is set forth in the letter
of the City Engineer dated June 6, 2001 and the reconsideration decision of
the City Engineer is set forth in his letter of June 20., 2001. Copies of both
letters are attached.
4. Paqy AppegaM Seawynd Condominium Association. The association
is the governing body for Seawynd Condominium which is located at 515
Walnut Street, Edmonds, Washington 98020. The Seawynd Condominium
is located immediately adjacent to the subject property to the east; its
westerly boundary meets the easternly boundary of the subject property.
The development of the subject directly impacts that owners of the Units of
the Seawynd Condominum and the Association represents their collective
interests.
ATTACHMENT 1
File No. AP-2001-84
Lbfter - Notice of Apol
City of Edmonds
Development Services Department
Page - 2
5. Grounds for the Appeal: The decision of the City Engineer violates
the provisions of ECDC 18.80.060(B)(5)(b), because the grant of waiver to
the alley way access requirement of ECDC 18.80.060 is based upon a
proposed alternative location of access from 51' Avenue South which violates
the provisions of ECDC 16.50.020(p). A grant of waiver of the alley way
access requirements of ECDC 18.90.060 is valid only if doing so will not
result in violation of, or noncompliance with, other substantive provisions of
the Edmonds Community Development Code.
6. Propeqy Owners List: The list of property owners specified in ECDC
20.95.010 is already on record with regard to this application, as these
parties were provided notice of the Hearing Examiner hearing originally set
for June 21, 2001 with regard to this application.
The undersigned requests notice of the appeal file number associated with the
appeal. The appeal fee of $100.00 is tendered herewith. Thank you for your attention to
this matter.
Si)cerely,
JQNATHAN C. HATCH, P.S.
Jonathan C. Hatch
JCH:mos
cc: Earl Johnson, President
Seawynd Condominium Association
EMORANDUM
aw
Date:
To:
July 5, 2001
Dave Gebert, City Engineer
From: Kathleen� Taylor,: -Planner
Subject: Appeal of 5th and Walnut Access
The appellant states that the proposal at 5th and Walnut does not meet Edmonds
Community Development Code (ECDC) 16.50.020(B). ECDC 16.50.020(B) states,
"Development on the ground floor must consist of only commercial uses to a minimum
depth of 30 feet as measured from the street front of the building, with the exception
that the provision of pedestrian access to permitted residential uses is allowed."
The applicant has demonstrated that 30+ feet of the first floor will be commercial use —
office space without onsite customer service. The Edmonds Community Development
Code was not intended to prevent reasonable access to a site. This type of access was
approved in a similar circumstance at 124 3rd Avenue North, file number ADB-2001-38.
City of Edmonds cQ Planning Division ATTACHMENT 2
File No. AP-2001-84
40
600 Main Street, Suite C,
June 5, 2001 -
Edmonds, WA 98020-3079
Ms. Kathleen Taylor
City of Edmonds Planning Department
250 5th Ave North
Edmonds, WA 98020
Re: 5th Avenue Access for the 5th & Walnut Mixed -Use Project.
RECEIVED
JUN 0 v 2001
PERMIT COUNTS
RECEIVED
JUN 0 6 2001
Dear Kathleen,
PUNIT OWNTER
We would like to formally request permission from the City of Edmonds Building
Department to allow us to access our parking garage directly from 5th Avenue, rather than
the adjacent alley (Beck's Lane).
We have reviewed. the Edmonds Zoning requirements and are applying for an exception of
ECDC 18.80.06OB5ii, This section allows an exception if 'Acressfiom an existing alkjway would
substanizalyl impair reasonable access to an abuthngpubhc street or utih_* because of an-umstancer related to
site site, topograpby or orientation "
All drawings that we have submitted to the City of Edmonds Planning Department have
shown access to the underground garage via a curb cut on 5th Avenue and exiting from the
garage onto Beck Lane (which exits onto 5th. Avenue). ne size of our site and its topography
require that we access our parking garage in this manner. The length of our garage ramp (set
by Edmonds City Standards) would be too long for our site if we were to access our garage
directly from Beck's Lane. In addition, Beck's Lane slopes uphill from 5th Avenue and this
uphill slope adds to the problem by creating in even longer access ramp. We are exiting our
garage into Beck's Lane based on safety considerations based on our Traffic Consultants
analysis of this site. Our Traffic Consultant has reviewed this plan and feels that it is a safe,
workable plan that will function well for this project and the surrounding properties.
Thank you for allowing me to make this formal request and if you have any questions or
comments, please feel free to contact me.
Best regpr�s,
TVCadJ. olson
Project Architect
ATTACHMENT 3
File No. AP-2001-84
11 4
C.
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 99020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
June 6, 2001
Carl Colson
A.D. Shapairo
600 Main Street, Suite C
Edmonds, WA 98020
sc
01 -
"ga r
GARY H ENSON
MAYOR
SUBJECT: Access Waiver Request for Proposed Robert Greg Mixed -Use Building
Located at 437 Fifth Avenue South
Dear Carl,
We have received your request to access building parking from Fifth Avenue South
instead of the alley, as required under Section 18.80.60 B.5 of the Edmonds Community
Development Code. In order for us to grant such a waiver, you must provide substantial
evidence that your situation meets one of the five conditions under the above section.
Based on the information you have provided and on review of said section, your
condition meets the criteria set forth under Section 18.80.60 B.5.a.ii. Therefore, you are
hereby granted the waiver, provided the following information is included in a revised
traffic analysis report.
1. Access and circulation shall be provided in the report.
2. Per AASHTO guidelines, the access point must meet the criteria for stopping
sight distance.
3. Include in the documentation, safety provisions for pedestrians and bicycles or
needed modifications for existing street parking adjacent to the access, and any
impacts to public transit.
If you have any questions, please call Lyle Chrisman at 425-771-0220, Ext. 1324.
2 Sincere]
0400,
RK.GEBiERT9 P.E.-
City Engineer
MALC/Cmc
c: Kathleen Taylor, Planner
ATTACHMENT 4
File No. AP-2001-84
L-WWW%Wg%arq"CCM Waiva.&C 0 Incorpowted August 11, 1890
Sister City - Hekinan, Japan
Jonathan C. Hatch
The Law Office of
Jonathan C Hatch, P.S. OP
152 - 3' Avenue S., Suite 101
Edmonds, Washington 98020
Phone (425) 771-4846 Fax (425) 774-9842
RECEIVED
JUN 0 8 2001
June 8, 2001 DEVELOPMENT SERVICES
Ms. Kathleen Taylor, Planner
City of Edmonds
Development Services Department
121-5 th Ave. North
Edmonds, WA 98020
Re: Mixed Use Building at 437 5th Avenue
ADB -2002-29
Dear Ms. Taylor:
I have been advised by my clients that the above referenced property was re -posted with - ---
a new Notice of Land UseAction on June 7. .1 have reviewed the notice and, although it
is devoid of particulars and fails to set forth the information required by ECDC
20.95.050(B)(d) and (e), it a p*parently purports to give notice of a City Engineer decision
to grant a waiver to the requirements of alley way access in the BC zone pursuant to
ECDC 18.80.060(5)(c).
As I am sure you are aware, pursuant to ECDC 18.80.060 (5)(c) and ECDC 20.95-050
(13)(2), interested parties have ten (10) days following the date of posting within which to
file a request for reconsideration of this decision by the City Engineer. In order to properly
advise my c,lients regarding the appropriateness of such a request, I hereby request copies
of any written materials setting forth the City Engineer's findings and conclusions which he
believes establishes, by substantial evidence, that one or more of the conditions set forth
in ECDC 18.80.060(5)(a) exists and that the pending application for the subject property
complies with all other criteria of the community development code as required by ECDC
18.80.060(5)(b).
I request that these materials, if they exist, be provided on or before Lne 14. 1 will be
happy to arrange for it to be pick-up at your offices upon being advised of the availability
ATTACHMENT 5
File No. AP-2001-84
Letter to Kathleen T
June 8, 2001
Page - 2
of the requested materials. This will permit a couple of days to evaluate the information
before the deadline for filing a request for reconsideration expires. In the event that no
response to this request is timely received, I will advise my clients to file a request for
reconsideration to preserve their appeal rights in that regard.
Thank you for your continuing courtesies regarding this matter.
C. HATCH, P.S.
Jonathan C. Hatch
JCH:mos
cc: Earl Johnson
Seawynd Condominium Association
RECEIVED
JUN 0 -8 2001
DMOPMENT SERVICES
Ae Law Office of
Jonathan C. Hatch, P.S.
152 - 3' Avenue S., Suite 101
Edmonds, Washington 98020
Phone (425) 771-4846 Fax (425) 774-9842
Jonathan C. Hatch
RECEIVED
.juN 18 2001
June 15, 2001 ENGINEERING DIVISION
David K. Gebert, P.E.
Engineer, City of Edmonds
121 - 5th Avenue North
Edmonds, WA 98020
Re: Mixed Use Building 5th & Walnut
Applicant: Robert Gregg
Alleyway Access Waiver
Dear Sir:
neclelt,eo
Jul
QEV,pt0PA4&V T
JC6S
*7
61,
IZOL
Please be advised that I am legal counsel for Mr. & Mrs. Earl Johnson, individual owners
of real property immediately adjacent to the above referenced property, as well as legal
counsel for the Seawynd Condominium Association, the entity that represents all unit
owners of the building in which the Johnsons reside. The address of the condominium is
515 - Walnut Street, Edmonds, Washington.
By my letter of June 8, 2001 to the Development Services Department, I requested that
written materials setting forth your findings or other documentation establishing that the
requirements for waiver set forth in ECDC 18.80.060(5)(a)and ECDC 18.80.060(5)(b) had
been met for granting of a waiver be provided to me for evaluation. On June 14, 1 received
a copy of your letter of June 6, 2001 granting a conditional waiver. Although your letter
makes reference to facts which you conclude met the criteria of ECDC 18.80.60 B(5)(a)(ii),
your letter does not address compliance with ECDC 18.80.060(5)(b). * We contend that
the subject project violates the City's development code, particularly as it relates to ingress
and egress of vehicular traffic.
Please consider this letter my clients' request, pursuant to ECDC 20.95.050(B)(2),for
reconsideration of your decision to grant a waiver to the requirement that on -site parking
for the subject project be taken from the alleyway lying to the north of the site. Pursuant
ATTACHMENT 6
File No. AP-2001-84
16tter to Developm *ervices Engineer
City of Edmonds
Request for Reconsideration
June 15, 2001
Page - 2
to ECDC 20.105.020, my clients will have fourteen (14) days within which to file an appeal
of your reconsideration decision to the hearing examiner, should they disagree with it.
Accordingly, we also request that you mail us a copy of the Notice which the Department
of Planning Services is required to post pursuant to ECDC 20.95-050 (13)(2), setting forth
your Decision on Reconsideration, so that we may promptly ascertain the appeal deadline.
Thank you for. your attention to this matter.
'�cerely,
NATHAN HATCH, P.S.
onathan C. Hatch
JCH:mos
cc: Earl Johnson
Seawynd Condominium Association
Kathleen Taylor, Planner
Development Services Department
I-. I -- �w .. .....
600 main Street, Suite C,
Project Memorandum
To:
Mr. A. Lyle Chrisman
Department of Public Works
Edmonds, City of
VIA FACSIMILE (425) 771 0221
Edmonds, WA 98020
425.7718.5400 FAX.778.3032
Date: June 20, 2001
Project Nwnc: 5th & Walnx�t Mixed Use
job No: 12296-00
Frorn: Tony Shapiro
The following summary is an cxplanation of the pros and cons regarding the three options developed for
the garage entry/exic analysis done in November 2000 for the subject project. Please refer to the design
drawings dated December 01, 2000, numbered Opt 1, 2, & 3.
These suudies were done without the benefit of the site survey. We were aware of the allely sloping up
towl.rd the cast ', but were unawaxe that it sloped up 8 vertical feet as shown on the site suivey. In addition,
these studies were done utilizing a 20% ramp slope, which is the max-imurn rccomxncnde� industry wide.
However Edmonds' has a max=ium allowable of 14%. Therefore ramp lengths shown would be even
longer than depicted on the site plan(s) to incorporate the city stand2x&-,.
Option 1: Access from the NW comer.
'17his was the selected option since it nuinirnizcd the ramp length; by placing the entry is ai the lowest point
on the site. 'I'his option also provided the best sight lines from exit point of the garage bj enabling the
driver to see forward toward the west, as well a� back over hit, shoulder toward the east. 11ere is no cross
slope from the alley to hinder access from the allcy to the ramp.
Option 2: Access from the NE comer:
The entry/exit point on the ramp is almost at the highest point on the allcy for this site. The elevations
range from 73.5'on the NW corner to 79.5'at the ramp entry, for a total of 6'. Using thi city criteria of
14% maximurn ramp slope this aspect alone would add an additional 84' lineal feet. to the length of the
ramp. This ramp length would render the main floor plan practically useless by providing head room for
the ramp below. The cross slope from the alley also creates a difficult and dangerous transition between the
ramp and the alley.
Option 3: Access from the midpoint of the site:
The. entry/mit point on the ramp yields an elevations differential ranging from 73.5' on th-e NW corner to
77.2' at the ramp exit point, for a total of 3.7'. Using the city criteria of 14% maximum r;Lmp slope this
aspect alone would add and additional 51'bneal fect to the length of the ramp. Howev-'erthis)ocationals-o
has visibility problems from the eidt point making the ramp location less dcsirable. With the increased
rAmp len . gth and placement in the middle of the building, the garage plan becomes very i.befficicnt, using a
disproportion of the floor area for circulation rather than parking. 'Me cross slope from::thc alley also
creates a difficult and dangerous transition between the ramp and the alley.
ATTACHMENT 7
File No. AP-2001-84 .02
.1.4c. JB911
CITY OF EDMONDS
121 STH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
June 20, 2001
Mr. Jonathan C. Hatch, P.S.
152 Third Avenue South, Suite 101
Edmonds, WA 98020
GARY HAAk.E'NSON
... MAYOR
Re: Access Waiver for Mixed Use Building at Fifth Avenue South and Walnut Street
Dear Mr. Hatch:
This letter is in response to your June 15, 2001 request on'behalf of Mr. and I�Irs. Earl
Johnson and the Seawynd Condominium Association located at 515 Walnut Street, for
reconsideration of the access waiver granted to the developer of the subject Fifth Avenue
South and Walnut Street Mixed Use Building development...
The waiver request was granted for the subject development based on our review of the
information provided by the developer that demonstrates site conditions meet the criteria
outlined under ECDC 18.80.060 B.5.a.ii for allowing such requests.
We have reviewed your reconsideration request and ' the information submitted by the
.developer regarding access to their site. Based on this review, we have decided to remain
with the decision to grant the access waiver to the developer in accordance with-ECDC----
18.80.060 B-5 as it relates to the ingress and egress of vehicular traffic for the subject
development.
Your letter notes that my June 6, 2001 letter granting the waiver does not address
compliance with ECDC 18.80.060 B.5.b, and contends that the subject project violates the
City's Development Code, particularly as 'it relates to ingress and egress of vehicular
traffic. However, your letter does not address any specific criteria of the Community
Development Code with which you believe the subject application may not comply.
Therefore, after reconsideration, we have determined that our previous decision to grant
the access waiver is affirnied.
SincereX
ID K.- GEBERT9 PE
Ak;; -
City Enghieer
DKG/SG/cmc
c: Kathleen Taylor, Planner
ATTACHMENT 8
File No. AP-2001-84
&.%my D=mzwTwcd0EvEwmdLwamuamg.Zc Incorporated August 11, 1890
Sister City - Hekinan, Japan
lt,r? C. 1 S 9'-)
0
CITY OF EDMONDS
0 PiC4�- AP& dpl—z-1
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
June 20, 2001
Mr. Jonathan C. Hatch, P.S.
152 Third Avenue South, Suite 101
Edmonds, WA 98020
GARY HAAKENSON
MAYOR
Re: Access Waiver for Mixed Use Buildin2 at Fifth Avenue South and Walnut Street
Dear Mr. Hatch:
This letter is in response to your June 15, 2001 request on behalf of Mr. and Mrs. Earl
Johnson and the Seawynd Condominium Association located at 515 Walnut Street, for
reconsideration of the access waiver granted to the developer of the subject Fifth Avenue
South and Walnut Street Mixed Use Building development.
The waiver request was granted for the subject development based on our review of the
information provided by the developer that demonstrates site conditions meet the criteria
outlined under ECDC 18.80.060 B.5.a.ii for allowing such requests.
We have reviewed your reconsideration request and " the' information submitted by the
developer regarding access to their site. Based on this review, we have decided to remain
with the decision to grant the access waiver to the developer in accordance with ECDC
18.80.060 B.5 as it relates to the ingress and egress of vehicular traffic for the subject
development.
Your letter notes that my June 6, 2001 letter granting the waiver does not address
compliance with ECDC 18.80.060 B.5.b, and contends that the subject project violates the
City's Development Code, particularly as it relates to ingress and egress of vehicular
traffic. However, your letter does not address any specific criteria of the Community
Development Code with which you believe the subject application may not comply.
Therefore, after reconsideration, we have determined that our previous decision to grant
the access waiver is affirmed.
Sincere
ID K. GEBERT, PE
City Engineer
DKG/SG/cmc
c: Kathleen Taylor, Planner
DAMy Docurmnts\Engscc\DEVELOP\5th.WalnutBIdg.doc Incorporated August 11, 1890 0
Sister City - Hekinan, Japan
ria-, NOE=, 01-7—cf
-t "7 C. 18 9'�'
June 6, 2001
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
Carl Colson
A.D. Shapairo
600 Main Street, Suite C
Edmonds, WA 98020
GARY HAAKENSON
MAYOR
SUBJECT: Access Waiver Request for Proposed Robert Gre2 Mixed -Use Buildin2
Located at 437 Fifth Avenue South
Dear Carl,
We have received your request to access building parking from Fifth Avenue South
instead of the alley, as required under Section 18.80.60 B.5 of the Edmonds Community
Development Code. In order for us to grant such a waiver, you must provide substantial
evidence that your situation meets one of the five conditions under the above section.
Based on the information you have provided and on review of said section, your
condition meets the criteria set forth under Section 18.80.60 B.5.a.ii. Therefore, you are
hereby granted the waiver, provided the following information is included in a revised
traffic analysis report.
1. Access and circulation shall be provided in the report.
2. Per AASHTO guidelines, the access point must meet the criteria for stopping
sight distance.
3. Include in the documentation, safety provisions for pedestrians and bicycles or
needed modifications for existing street parking adjacent to the access, and any
impacts to public transit.
If you have any questions, please call Lyle Chrisman at 425-771-0220, Ext. 1324.
Sincerely
D) ID K GEBERT, P.E.
City Engineer
DG/ALC/cmc
c: Kathleen Taylor, Planner
LAdvm\b1dg\Grcg-ac= waivff.doc Incorporated August 11, 1890
Sister City - Hekinan, Japan
OBSWWTRAFF�C COMWLYANT
TRAFFIC ENGINEERING e TRANSPORTATION PLANNING
1712 PAciFic AVENUE - SUITE 100 - EVERETT, WA 98201 PH: (425) 339-8266 FAX: (425) 258-2922
Mr. David K. Gebert, P.E.
City Engineer
City of Edmonds
121 — 5" Avenue North
Edmonds-, WA 98020
RE: Access Waiver for Proposed Robert Gregg Mixed -Use Building Located at 4.37 —
51h Avenue South, Edmonds
Dear Mr. Gebert:
I
Your June 6, 2001 letter to Carl Colson of A.D Shapiro Architects responding to the
request under ECDC Section 18.80.60 B.5 to access building parking for the entrance only from
51h I
Avenue South instead of the alley (Beck's Lane) has been forwarded to -me for reply. I am the
lead traffic engineer on this project for Gibson Traffic Consultants ("GTC") and I am responsible
for the traffic analysis and related recommendations for the project. GTC conducted a traffic
analysis for the proposed project and authored a comprehensive traffic report summarizing the
results of its analysis. The report is dated April 9, 2001 and a complete copy of the report
narrative and all att4chments and supporting materials is in the City of Edmonds Planning
Division files relati n1g to the project. ' F
Among other things. the site layout and the design of the project has intorporated an
i
extensive traffic analysis of the access to and from the building, which is documented in our
April 9 report. The : Ian calls for vehicles entering the property to do so from 5 1h Avenue South
p
via a single vehicle curb cut. Vehicles leaving the parking area of the building will exit via Beck
Lane westbound onto 5h Avenue South. Only the westernmost segment of the project frontage
on the alley —approximately 25-30 feet —will be impacted by the project traffic and that project
traffic would all be westbound exiting traffic.
In your June 6 letter to Mr. Colson confirming approval of this traffic plan and
specifically approving a waiver of the code provisions calling for alley ingress and egress, you
identified three pieces of information that must be supplied "in a revised traffic report". Based
on my review of your letter in light of the April 9 GTC traffic report, I ha ve determined that the
requested items of information are contained in the GTC repbrt as initially prepared and
submitted ' The one item that is not addressed in the April 9 report, public transit, has been
determined not to be materially impacted by this project as proposed (see discussion on page *5
following). I left a voice message with your staff on June 13, 2001 summarizing my evaluation
of the June 6 waiver letter and my conclusion that the supplementary information that you
request is included in the April 9 report.
MEMORANDUM IN SUPPORT
EXMIT 2-B
COUNTS/SURVEYS 9 SITE IMPACTS e LOS ANALYSIS & EIS * HEARINGS * SAFETY * SIGNALS 9 PARKING
Mr. Lyle Chrisman
June 19, 2001
Page 2
To facilitate your confirmation of this information, I will summarize our response to your
requests and will direct you to the appropriate segments of the April 9 report. This letter is
intended to serve as the "revised traffic analysis report" to which you refer in your June 6 letter to
Mr. Colson, and to supplement our April 9 traffic analysis report to the extent necessary.
1. ACCESS AND CIRCULATION
Point One (1) in your letter states "Access and circulation shall be provided in
the report". The proposed access has been a part of the projectdesign submitted to the
Planning Division and is addressed in detail throughout the r6port. The following
excerpt from the report is representative:
"The majority of the proposed development's motor vehicle traffic would access Beck Lane, an
I ]-foot wide alley. Some of this traffic would also.likely use on -street parking provided in the
vicinity. To avoid dependence on the availability of on -street parking when making -conclusions
and create the "worst case" capacity analysis at the alley access, GTC has assumed for this
analysis that all of the site traffic would use the parking garalge".
[Proposed Site Development and Access Page I of GTC's April 9h report]
Additionally, the reasons for the.access location are stated in the report at page 2:
"Based upon GTC's discussion with Tony Shapiro of A.D. Shapiro architects, the proposed exit
driveway's location has been selected because:
1) The City mandates that proposed developments access an alley if it is available. th
2) Locating the exit driveway near the east property boundary and further away from the 5
Avenue!Beck Lane intersection would force the exit driveway to be located on the site where the
existing grade is at a higher elevation and reduce the build -out of the site.
3) The architect is aware of a similar -access condition that has been approved and exists for a
building at I I I Main Street."
(Page 2 of GTC's April 9th report]
Finally, the circulation of the project trips is summarized in the report on Page 5
Trip Distribution & Assignment
A recent peak turning movement count and the location of employment, recreational, and
commercial (shopping) destinations were utilized to estimate the distribution of new site traffic for
the proposed development. As discussed earlier, site traffic would arrive via 51h Avenue and exit
via Beck Lane. Driveway assignments have been shown in the Attachments. The estimated trip
distribution shows that of the net new trips:
0 OH
0 ;V
RAFFIC
Mr. Lyle Chrisman 0
June 19, 2001
Page 3
A total of 38% would be north of the site: locally in the downtown area; regionally on SR-524;
Main Street and 9'h Avenue (Maple Street would be a preferred east -west route because of the
number of stop signs along its length between 5h & 91h Avenues)
7 0
would be traveling to/from the Edmonds Ferry Terminal
A total of 55% would be south and east of the site towards local neighborhoods and other
travel routes (SR- 104, 220dStreet & Bowdoin Way/"Five Comers")
The a.bove-described distributions have been shown in further detail on Figure 2. The only
I
.off -site intersection with 10 or more PM peak hour trips would be the P Avenue/Beck Lane
intersection.
[Page 5 of GTC'S April 9h report]
The actual turning movements of the future traffic volume at the access were contained in the
attachment of the report and are reproduced in this document (see attachment).
2. SIGHT DISTANCE
The second point in your letter states: "Per AASHTO guidelines. the access point must
meet the criten"a for stopping sight distance". Sight distance was analyzed extensively in the
report for the 5th Avenue /Beck lane and Beck lane access. Both written sight distance
description and the site plan demonstrated that AASHTO stopping sight distance was satisfied
based on the po�ted speed for 5h Avenue/Beck intersection and anticipated operational
movements and speed of vehicle, entering Beck Lane. The crux of this analysis is reproduced
below 11
Sight Distance, Analysis
Lookine RiEht from the Proposed Exit Driveway: Looking to the right towards WB vehicles
traveling in the alley, a design speed of 20 mph should be used due to the slow travel- speeds
associated with the alley's narrow cross-section. Per AASHTO, 125 feet of sight distance should
be provided for vehicles traveling at 20 mph to stop for an object in the road. Due to the proposed
exit driveway's proximity to the 5h Avenue/Beck Lane intersection, the sight distance used for
entering and accelerating to attain 85% of the design speed would not apply in this situation
(vehicles would be slowing to a stop anyhow once they reached the end of the alley). Provided
that the proposed design does not have objects of sufficient width and height to block a driver's
view of vehicles from the proposed exit driveway, drivers of vehicles at the proposed exit
driveway will have over 125 feet of sight distance looking to the right (and will be limited by the
north side wall of the proposed development). The view for WB traffic a
pproaching.the proposed
exit driveway is clear for more than 250 feet, which would allow the driver'of a WB vehicle to see
the front of a vehicle sticking out from the exit driveway.
Lookine Left from the Proposed Exit Driveway: Looking to the left from the proposed exit
driveway, there are 2 directions of primary importance: 1) looking at SB left -turning vehicles from
5'h Avenue onto Beck Lane; and 2) looking at NB right -turning vehicles from 52 Avenue onto
Beck Lane.
a OBOCH
RAFFIC
CO(IMUMUNTO
Mr. Lyle Chrisman
June 19, 2001
Page 4
There would be only I vehicle making a SB left-tum during the PM peak hour that would be
creating a potential for conflicts. SB left-tuming vehicles on Yh Avenue into Beck Land would be
visible from the access as they are beginning (or waiting to begin) their turn. Looking beyond the
turning point, further to the north, SB traffic can be seen up to approximately 200 feet away
(measured along 5'h Avenue), limited by bushes and the comer of the building for Beck's Funeral
Home. There is also some on -street parking available in.front of Beck's Funeral Home that could
temporarily limit the available sight distance to approximately 50 feet (measured along 5h Avenue
beginning at the north side of Beck Lane's traveled way), which would still be sufficient to see a
vehicle with its turn signal on. Regardless of the proposed exit driveway, drivers of left -turning
vehicles need to look to the left to check for pedestrians on the existing sidewalk conflicting with
their movement into Beck Lane.
There would be only 3 vehicles making a NB right -turn during the PM peak hour (approximately I
every 20 minutes) that would be creating a potential for conflicts. NB right -turning vehicles from
5'h Avenue would be visible approximately 50 feet away (measured along 5th Avenue beginning at
the south side of Beck Lane's traveled way), where the proposed comer of the building then limits
them. The strip of parallel parking along 5th Avenue, if approved as proposed on the site plan,
would not be the limitation. This is before the NB vehicles would begin their right turn into Beck
Lane. Regardless of the proposed exit driveway, drivers of right -turning vehicles need to look to
the right to check for pedestrians on the existing sidewalk conflicting with their movement into
Beck Lane. Provided that the proposed development does not construct structures or plant
landscaping of a height sufficient to block a driver's view of vehicles at the proposed exit
driveway. the available sight distance would be adequate (see GTC*s recommendations at the end
of this report)."
[Sight Distance Analysis on Page 6 of GTC's April 9th . report ]
Note: AASHTO standards do not address sight distance for driveways adjaient to intersections
where only turning movement traffic would be encountered. Engineering judgment based on
experience and extrapolation of the AASHTO formula and graphic needs to be applied. The
April 9 report clearly states at the top of page 8:
"With GTC's proposed recommendations at the end of this report, and considering the driver
expectations in an urban environment, the proposed exit driveway should experience adequate sight
distance conditions."
Additionally a recommendation to show sight lines on the plan was stated by GTC.
Through review of the draft graphic. it is clear that through the support posts sight distant to the
east along Beck Lane would be available for 125 feet satisfying 20 mph speed per AASHTO.
Note: westbound approaching vehicles near the driveway would be going substantially less than
20 mph as they would be slowing down to stop at the 51h Avenue/Beck intersection. -
For vehicles turning into the Alley from 5h Avenue the SB LT vehicle can be seen by and
see the exiting vehicle along a travel path of 85 feet away within existing ROW and greater
across the planter strips of the funeral home property to the north. If the SB LT vehicle does not
have to stop/yield to crossing pedestrians or NB TH vehicles its turning movement speed into the
a ROOM
RAFFIC
COCIMULTAH70
Mr. Lyle Chrisman
June 19, 2001
Page 5
.narrow alley would be less than 15 mph which would require 75 feet of stopping sight distance or
less per the extrapolated AASHTO formula and graphic. Additionally NB RT vehicles from 5"
Avenue to Beck Lane can be seen from 65 feet away. If the NB RT vehicle does not have to
m
I e
stop/yield to �edestrians its tu * ing movement speed into the narrow alley would be expect d to
be a maximum of 10 mph due to the acute turn radius and would require 40 feet of stopping sight
distance. per the extrapolated AASHTO formula a graphic. Thus, the exiting movement from
the Beck Lane �driveway would satisfy AASHTO guidelines.
3.'�, dTHER MODES 'AND STREET PARKING
Your third (3) and final point'states: "Include in the umentation, safety provisions for
doc
pedestrians and bicycles or needed modifications for existing street parking adjacent to the
access ' and any impacts to public transit,,. GTC's April 9 report covers pedestrian safety on the
public alley and Street. Sight distance triangles for entering vehicles to give adequate pedestrian
visibility were yzed and on street parking addressed.
"Although here is on -street parallel parking along 5'h Avenue, parked vehicles would only be
temporary� obstructions and may not completely obscure a driver's view of an approaching vehicle;
additionally, the travel speeds are slow, there is adequate stopping sight distance, and drivers in
urban areas have experience completing turning movements when there is occupied on�street
parking. Therefore. on -street parking should not need to be removed for sight distance.
Pedestrian tra&lc was present during the recent count by TC2 and there were . 10 pedestrians that
crossed Beck L,ane on the sidewalk' along 5'h Avenue. Thus, pedestrian sight distance has also
been examined by GTC. Pedestrians can be seen 15 feet away from either side of Beck Lane's
approach to 5 . h i�venue. For your reference, GTC has applied the City of Belle�pei's standard
(because GTC was not aware of a specific standard used by the City of Edmonds),*Which uses a
15-foot pedestrian' sight distance requirement. with the. driver's eye at 14 feet from the back of the
sidewalk. Therei0re. pedestrian travel in -the vicinity of the Beck Lane approach is currently safe
and provided that the proposed development does not create obstructions of sufficient size to
obscure the view of pedestrian traffic, safe pedestrian travel should still be experienced with the
proposed development.
[bottom of Page 6 of GTC-s April 9 th report]
Note: Transit is the only item in the additional information request that does not appear to be in
the report. Its absence induced there are no transit issues as transit does not utilize Beck Lane.
nor are there any transit stops in the immediate vicinity of the access. Additionally, the proposed
development is sTnall enough that there would be no appreciable impact on the vehicle carrying
capacity of transit and the actual. level of service analysis of the report indicated that the small
number of vehicular trips generated by this development would have negligible impact on the
running time of existing transit services.
aO0010H
RAFFIC
COCIMOULIFAR70
Mr. Lyle Chrisman
June 19, 2001
Page 6
We trust that this memorandum letter and attachments adequately address your concerns
as enumerated in the June 6 letter granting the waiver only for entrance to this proposed project
from S'h Avenue South rather than from the adjoining public alley. If you need any further
information or clarification, please feel free to contact me by telephone or by letter. On behalf of
the applicant, we request your written confirmation of the adequacy of this response to your June
6 letter to Mr. Colson -at the earliest possible time. Thank your for your consideration.
Sincerely,
GIBSON TRAFFIC CPNSVLTANTS, INC. P.S.
Edward Koltonowski
Transportation Planning Engineer
Attachments -
Cc: Bob Gregg
Tony Shapiro
Carl Colson
Kathleen Taylor, Planner
Richard E. Gifford
Carter Danne
a00-0000H
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c0c, HOULIFAH7Z
a . a
ol
OLOCL %OT TO
0 SCALE
10, C6R5 AT STW AVS"
6*jt L-RdS PRO' EMT PATW
GAQAOE 9F
go, -a"
TRAvELED WAY
IN
0 V po
vz ----
Ol
10
05�
N
524
-,,EDMONDS FERRY
TERMINAL
0 10
07
MAIN ST
LOCAL
DAYTON ST
0
MAPLE ST
ALDER ST
BECKLANE
WALNUT ST
1-2
104
26
PROJECT
SITE
cc
0
PINE ST
GIBSON TRAFFIC
CONSULTANTS
STH & WALNUT
LEGEND
MIXED USE
AWDT NEW DAILY TRAFFIC
BUILDING .
PM"* Ow PEAK NEW PM PEAK HOUR TRIPS
TRIP DISTRIBUTION %
CITY OF EDMONDS
LOCAL
5
0 0
I
A
y
5
5
5
0
I
I I . !
TRAFFIC IMPACT STUDY,
FIGURE 2
PROJECT TRIP
DISTRIBUTION
(PM PEAK & DAILY)
40 40
AASHTO Stopping Sight Distance -
'Braking I
Stopping
Sight Distance
Design
bIaK ' e Reaction
Coefficient.
Distance
Rounded for Design
Speed, V
Time
Distance
of Friction
on Level
Computed
Minimum SSD Des. Min. SSD
(mph)
(sec)
(ft)
f
(ft)
(ft)
(ft) (ft)
10
2.5
36.7
0.44
7.6
44.2
45 45
15
2.5
55.0
0.42
17.9
72.9
75 75
20
2.5
73.3
0.40
33.3
106.7
125 125
25
2.5
91.7
0.38
54.8
146.5
150 150
30
2.5
110.0
0.35
85.7
195.7
200 200
35
2.5
128.3
0.34
120.1
248.4
225 250
40
-43
2.5
jI 46.7
0.32
166.7
313.3
275k 325
7
2.5
157.7
0.318
193.8
351.5
305 370
45
2.5
165.0
0.31
217.7
382.7
325 400
V2
30f
To
A- SIGHT DISTANCE FOR P VEHICLE CROSSING 2-LANE
6S HIGHWAY FROM STOP. ISEE DIAGRAW
. . q —_ I — —_ -_
so .8SfGIITDISTANCE FOR P VEIIICLE-TU—RM—NG LEFT INTO
2-LANE INGHWAY ACCROSS P VEHICLE APPROACHING
S5 FROM LEFT.(SEE DIAGRAM)
0-1-kone4medlan SIGHT DISTANCE FOR P VEIIICLE TURNING
LEFT INTO 4-LANE HIGHWAY ACCROSS P VEHICLE
so APPROACIIING FROM LEFT. (SEE DIAGRAM)
4S 0-2� SIGHT DISTANCE FOR P VEHICLE TO TURN LEFT INTO
2-LANE HIGHWAY AND ATTAIN 85% OF OESIGN SPEED
40 WITHOUT BEING OVERTAKEN -BY A VEHICLE APPROACHING
FROM THE RIGHT REDUCING SPEED FROM DESIGN -SPEED
TO. 65X OF DESIGN SPEED. (SEE DIAGRAM)
Is
30 (Cb- SIGHT DISTANCE FOR P VEHICLE TO TURN RIGHT INTO
2-LANE HIGHWAY AND ATTAIN 85% OF DESIGN SPEED tzf
ft
2S WITHOUT BEING OVERTAKEN BY A VEHICLE APPROACIONG
olq
FROM THE LEFT AND REDUCING FROM DESIGN SPEED. TO
20 857. OF DESIGN SPE'E'D.
0 0 Goo Boo 1000 1200 1400 IG
00
Cy Sl(;IIT DISTAqpr, (FEET)
4f
too -'---!----,.-.-----Inter-SWinnAghLdL%Iance at at -grade Intersection
(Case 11113 and Case IIIC).
4113 S A-FE STOPPING SIGHT DISTANCE
LTLR LEFT TURN LOOKING RIG14T
40
dU Lw %W \=f u V
RAFFIC
onsuamirs 0
PROJECT YVAL. NUT
SUBJECT Pm P5 K i4oUR
SHEET. OF
DAT—r
CHECKED DATE
JOB NO. 01- E2.
-mrk
1712 PACIFIC AVENUE a SUITE loo e EVERETT, WA 98201 0 PH: (425) 339-8266 o FAX: (425) 25&2922
=0 %=f %=f u %j
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SUBJECT PM PTA-9,14adK
46 SHEET. OF '
By'--r� DAT—E$;i�6�oj
CHECKED DATE
JOB NO. a
OL.t)w-s
1712 PACIFIC AVENUE SUITE 100 e EVERETT, WA 98201 o PH: (425) 339-8266 - FAX: (425) 258-29=
. Turning Movement Diagram 0
Sth Avenue @ Bec.k Lane
L'�
Page I of I
Existing
Average Weekday
.PM Peak Hour
Year 2001
Data Source: TCC
L- 330 - 1 331,
25 1 310 1 1 1
A, It
5th Avenue III
� �42 *3
55 Washington Mutual Bank r-6-95 I Back Lane
0 49
13 0 C*
7 t
5th Avenue
Q0 a
318 �=25
1 662 1 344
T
North
Growth -Factored Volumes
Average Weekday
L
342
1 6
26 1 azi I
PM Peak Hour
Year 2002
5th Avenue
1:4
Growth Rate zz 3.5%
2
Years of Growth = 1
57 Washington Mutual Bank
r-7-19-1
Beck Lane 6 North
Total Growth = 1.0350
4
Sth Avenue
17
0
336
r�329
685 1
355
Ir
The Law Office of
Jonathan C Hatch, P.S.
152 - 3"'Avenue S., Suite 101
Edmonds, Washington 98020
Phone (425) 771-4846 Fax (425) 774-9842
Jonathan C. Hatch
SECEIVED necw��
20011 Ft I
3UN
June 15, 2001 r-t�UGINEF_RING D�VISON DEVEL
opuev T SERVICES
David K. Gebert, P.E.
Engineer, City of Edmonds
121 - 5t' Avenue North 'Dan
Edmonds, WA 98020 14& 1�w
Re: Mixed Use Building 5 th & Walnut -h)!
Applicant: Robert Gregg ttq1k3L
Alleyway Access Waiver 71
Izoto
Dear Sir: KA-f Uulk_
Please be advised that I am legal counsel for Mr. & Mrs. Earl Johnson, individual owners
of real property immediately adjacent to the above referenced property, as well as legal
counsel for the Seawynd Condominium Association, the entity that represents all unit
owners of the building in which the Johnsons reside. The address of the condominium is
515 - Walnut Street, Edmonds, Washington.
By my letter of June 8, 2001 to the Development Services Department, I requested that
written materials setting forth your findings or other documentation establishing that the
requirements for waiver set forth in ECDC 18.80.060(5)(a) and ECDC 18.80.060(5)(b) had
been met for granting of a waiver be provided to me for evaluation. On June 14, 1 received
a copy of your letter of June 6, 2001 granting a conditional waiver. Although your letter
makes reference to facts which you conclude met the criteria of ECDC 18.80.60 B(5)(a)(ii),
your letter does not address compliance with ECDC 18.80.060(5)(b). We contend that
the subject project violates the City's development code, particularly as it relates to ingress
and egress of vehicular traffic.
Please consider this letter my clients' request, pursuant to ECDC 20.95.050(B)(2),for
reconsideration of your decision to grant a waiver to the requirement that on -site parking
for the subject project be taken from the alleyway lying to the north of the site. Pursuant
1-6tter to Developme*ervices Engineer is
City of Edmonds
Request for Reconsideration
June 15, 2001
Page - 2
toECDC20.105.020, my clients will have fourteen (14) days within which to file an appeal
of your reconsideration decision to the hearing examiner, should they disagree with it.
Accordingly, we also request that you mail us a copy of the Notice which the Department
of Planning Services is required to post pursuant to ECDC 20.95.050 (13)(2), setting forth
your Decision on Reconsideration, so that we may promptly ascertain the appeal deadline.
Thank you for your attention to this matter.
�cerely,
NATHAN�. HATCH, P.S.
nathan C. Hatch
JCH:mos
cc: Earl Johnson
Seawynd Condominium Association
Kathleen Taylor, Planner
Development Services Department
I SEPA ENPRONMENTAL CHECKLISP
City of Edmonds Project File #:
Project Name: 5" and Walnut Mixed Use
Pu[pose of Checklist:
The State Environmental Policy Act (SEPA), chapter 43.21 RCW, requires all
govemmental agencies to consider the environmental impacts of a proposal before
making decisions. An environmental impact statement (EIS) must be prepared for all
proposals with probable significant adverse impacts on the quality of the environment.
The purpose of this checklist is to provide information to help you and the city identify
impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be
doine) and to help the city decide whether an EIS is required.
Instructions for Applicants:
This environmental checklist asks you to describe some basic information about your
proposal. City of Edmonds will use this checklist to determine whether the
en,vironmental impacts of your proposal are significant, requiring preparation of an EIS.
Answer the questions briefly, with the most precise information know, or give the best
description you can.
You must answer each question accurately and carefully, to the best of your knowledge.
In most cases, you should be able to answer the questions from your own observations or
project plans without the need to hire experts. If you really do not know the answer, or if
a question does not apply to your proposal, write "do not know" or "does not apply".
Complete answers to the questions now may avoid unnecessary delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and
landmark designations. Answer these questions if you can. If you have problems, the
city can assist you.
The checklist questions apply to all parts of your proposal, even if you plan to do them
over a period of time or on different parcels of land. Attach any additional information
that will help describe your proposal or its environmental effects. The city may ask you
to explain your answers or provide additional information reasonably related to
determining if there may be significant adverse impact.
A. Background
1. Name of proposed project, if applicable: 5 1h and Walnut Mixed Use.
2. Name of applicant: A.D. Shapiro Architects
3. Address and phone number of applicant and contact person:
600 Main Street, suite C RMCF-IVF-D
Edmonds, WA 98020 MAR 2001
(425) 778-5400
A7TN: Carl Colson PERMIT cOUNTER
SEPA EARONMENTAL CHECKLISI
4. Date checklist prepared: 03106101
5. Agency requesting checklist: City of Edmonds
6. Proposed timing or schedule (including phasing, if applicable):
Entire project will be built out at one time. The intent is to begin construction of
proposed building in summer of 2001. The building will he built on a speculative
basis and therefore, mainfloor (retail loffice level) tenant improvement work will be
required when actual tenants are selected.
7. Do you have any plans for future additions, expansion, or further activity related to or
connected with this proposal? If yes, explain.
The tenant work mentioned in #6 is the onlyfurther activity that is expected.
8. List any environmental information you know about that has prepared, or will be
prepared, directly related to this proposal.
No'other environmental report will be provided.
Traffic report is included in this submission.
9. Do you know whether applications are pending for governmental approvals of other
proposals directly affecting the property covered by your proposal? If yes, explain.
There are no other applications that are pending. I
10. List any government approvals or permits that will be needed for your proposal, if
known.
City of Edmonds as well as other possible agencies. City of Edmonds permits
include but are not limited to: Site Development Plan Approval, Storm. Drainage
review, Civil Construction Permit, Building Permit, Landscape and Irrigation permit,
Signage permit.
11. Give brief, complete description of your proposal, including the proposed uses and
the size of the project and site. There are several questions later in this checklist that
ask you to describe certain aspects of your proposal. You do not need to repeat those
answers on this page. (Lead agencies may modify this form to include additional
specific information on project description.)
This project will consist of a 4-story building: an office (or retail) level on main floor
and 2 levels of residential above. Total building footprint is about 7,820sf (parking
level area). The proposed building is going to be constructed of concrete and brick
with a building height of approximately 30'. In addition, 36 underground parking
stalls and landscaping area will be provided to meet all applicable requirements.
12. Location of the proposal. Give sufficient information for a person to understand the
precise location of your proposed project, including a street address, if any, and
section, township, and range, if known. If a proposal would occur over a range of
area, provide the range or boundaries of the site(s). Provide a legal description, site
plan, vicinity map and topographic map, if reasonably available. While you should
submit any plans required by the agency, you are not required to duplicate maps or
detailed plans submitted with any permit applications related to this checklist.
2
SEPA EARONMENTAL CHECKLISP
The site is located on the northeast corner of 5" Ave. and Walnut Street. Vicinity map
is on the architectural cover sheet.
-Legal description:
Lots 37, 38, 39, and 40, Block 123, Plat of the City of Edmonds, according to the plat
thereof, recorded in volume 2 of plats, page 39, records of Snohomish County,
Washington.
Situate in the County of Snohomish, State of Washington.
B. ENVIRONMENTAL ELEMENTS
1. Earth
a. General description of the site (circle one): Flat, rolling, hilly, steep slopes,
mountainous, other:
The Site is generallyflat and is slope slightly uphill towards the east.
b. What is the steepest slope on the site (approximate percent slope)?
Fewer than 7% at east property line.
c. What general types of soils are found on the site (for example, clay, sand, gravel,
peat, muck)? If you know the classification of agricultural soils, specify them and
note any prime farmland.
The soils report isforth coming.
d. Are there surface indications or history of unstable soils in the immediate vicinity? If
so, describe.
No, the site was graded to ' its current condition and isflat enough not to have any
problems with unstable soil.
e. Describe the purpose, type, and approximate quantities of any filling or grading
proposed. Indicate source of fill.
Approx 6,110 CYof soil will be excavated. No filling required.
f. Could erosion occur as a result of clearing, construction, or use? Ifso,generally
describe.
Erosion on flat site is minimal and will be controlled with appropriate construction
practices.
g. About what percent of the site will be covered with impervious surfaces after project
construction (for example, asphalt or buildings)?
Area I Area S.F.
Overall Site Area
13,1891
Main Floor
7,820
Garage Area
13,140
Impervious Surface Area
13,189
Lot Coverage
100%
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
SEPA EARONMENTAL CHECKLIS4?
An erosion control plan prepared by a professional engineer licensed in the state of
Washington will be preparedfor development of this site. The erosion control plat?
will contain at a minimum; construction sequences, location of clearing limits,
location and construction details forfilterfabric fence, location and construction
features of a rock construction entrance and rock staging area.
2. Air
a. What types of emissions to the air would result from the proposal (i.e., dust,
automobile, odors, industrial wood smoke) during construction and when the project
is completed? If any, generally describe and give approximate quantities if know.
Minor air pollutionfirom construction activities may occur. In addition, there will be
enzissionsfrom the automobile and truck traffic of the finished project. Itisnot
expected that there will be any other types of air pollution involved.
b. Are there any off -site sources of emissions or odor that may affect your proposal? If
so, generally describe.
We do notfeel that there are any off site sources of pollution that will be problematic
to our project.
Proposed measures to reduce or control emissions or other impacts to air, if any:
The building's equipment willfully comply with EPA emission requirements and we
will plant the site to provide a natural emissionfilter.
3. Water
a. Surface:
1) Is there any surface water body on or in the immediate vicinity of the
site (including year-round and seasonal streams, lakes, ponds,
wetland)? If yes, describe type and provide names. If appropriate,
state what stream or river it flows into.
No.
2) Will the project require any work over, in, or adjacent to (within 200 feet) the
described waters? If yes, please describe and attach available plans.
No.
3) Estimate the amount of fill and dredge material that would be placed in or
removed from surface water or wetlands and indicate the area of the site that
would be affected. Indicate the source of fill material.
None.
4) Will the proposal require surface water withdrawals or diversions? Give
general description, purpose, and approximate quantities if known.
The proposal will not require any of the existing surface water to be withdrawn or
Diverted.
5) Does the proposal lie within a I 00-year floodplain? If so, note location on
the site plan.
Not in the flood plain.
4
SEPA EARONMENTAL CHECKLISI
6) Does the proposal involve any discharges of waste materials to
surface waters? If so, describe the type of waste and anticipated volume
of discharge.
The proposal does not involve at?), planned discharges of waste materials to surface
waters.
b. Ground
12) Will ground water be withdrawn, or will water be discharged to
ground water? Give general description, purpose, and approximate
quantities if known.
Soils report pending ground water not anticipated.
2) Describe waste material that will be discharged into the ground from
septic tanks or other sources, if any (for example: Domestic sewage;
industrial, containing the following chemicals ... ; agricultural; etc.).
Describe the general size of the system, the number of such systems, the
number of houses to be served (if applicable), or the number of animals
or humans the system(s) are expected to serve.
This proposal does not involve the discharge of waste material into the groundfrom septic
tanks or other sources.
c. Water Runoff (including storm water):
1) Describe the source of runoff (including storm water) and method of
collection and disposal, if any (include quantities, if known). Where will
this water flow? Will this water flow into other waters? If so, describe.
City storm system.
2) Could waste materials enter ground or surface water? If so, generally
describe.
Waste materialsfrom accidental spills or discharges could enter the ground andlor
surface waters via the storm drainage system.
d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if
any:
All impervious pavement surfaces will be collected and conveyed through an underground wet
vault.
4. Plants
a. Check or circle types of vegetation found on the site:
X deciduous tree: alder, maple, aspen, other: fruit.
— evergreen tree: fir, cedar, pine, other
X shrubs
X grass
— pasture
— crop or grain
wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other
water plants: water lily, eelgrass, milfoil, other
other types of vegetation
5
I SEPA EARONMENTAL CHECKLISI
b. What kind and amount of vegetation will be removed or altered?
All the existing vegetation will be removed. New landscape plan isforth coming.
c. List threatened or endangered species known to be on or near the site.
None are known to be on this site.
d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on
the site, if any:
A complete landscape plan showing plant types is provided as a part of this submission.
5. Animals
Circle any birds and animals which have been observed on or near the site or are known to be on or
near the site:
birds: hawk, heron, eagle, songbirds, other:
mammals: deer, bear, elk, beaver, other:
fish: bass, salmon, trout, herring, shellfish, other:
b. List any threatened or endangered species known to be on or near the site.
None.
c. Is the site part of a migration route? If so, explain.
To our knowledge, this is not in a migratory route.
d. Proposed measures to preserve or enhance wildlife, if any:
New landscaping will help to reduce impact of removed landscaping.
6. Energy and Natural Resources
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the
completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc.
Electric power will be used to meet the completed project's energy needs, mainly for lighting and
running equipment. Natural gas will be usedfor heating.
b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally
describe.
No, The maximum height of the building on the site is 30'-0"
c. What kinds of energy conservation features are included in the plans of this proposal? List other
proposed measures to reduce or control energy impacts, if any.
The building will be designed to comply with the Washington State Energy Code.
7. Environmental Health
a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and
explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe.
There are no known hazardous conditions related to this proposal.
SERENVIRONMENTAL CHEC?LIST
1) Describe special emergency services that might be required.
The completed proposal would not need any emergency services beyond standard Police and Fire
department services.
2) Proposed measures to reduce or control environmental health hazards, if any:
None are included in this proposal.
b. Noise
1) What types of noise exist in the area which may effect your project (for example: traffic,
equipment, operation, other)?
The project is located on 5" Ave. but the noise should not be of concern.
2) What types and levels of noise would be created by or associated with the project on a
short-terrn or a long-term basis (for example: traffic, construction, operation, other)?
Indicate what hours noise would come from the site.
The only anticipated noise pollution would be standard construction noise and minor
automobile traffic that would be related to thefinished project.
3) Proposed measures to reduce or control noise impacts, if any:
None at this time.
8. Land and Shoreline Use
a. What is the current use of the site and adjacent properties?
A small office building and a single-family house are currently located on the site. Small office
buildings and multi -family residential buildings similar to what we are proposing to build surround
the site.
b. Has the site been used for agriculture? If so, describe.
No.
b. Describe any structures on the site.
A small office building and a single-family house are currently located on the site.
d. Will any structure be demolished? If so, what?
Two existing buildings mentioned above will be demolished.
e. What is the current zoning classification of the site? BC— Business Commercial.
f What is the current comprehensive plan designation of the site? Same.
g. If applicable, what is the current shoreline master program designation of the site?
Does not apply
h) Has any part of the site been classified as an "environmentally sensitive' area? If so, specify?
No.
i) Approximately how many people would reside or work in the completed project?
There may be perhaps as many as 14 employees and 20 residents in the finished project.
SERENVIRONMENTAL CHECtLIST
j. Approximately how many people would the completed job displace? About 6 people.
k. Proposed measures to avoid or reduce displacement impacts, if any: None
1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and
plans, if any:
We have conformed to the entire setback, landscape, building height and parking requirements that
relate to the BC zone.
9. Housing
c. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-
income housing.
10 high -end units.
d. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-
income housing.
One.
e. Proposed measures to reduce or control housing impacts, if any:
Does not apply.
10 Aesthetics
a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal
exterior building material(s) proposed?
Proposed building will have max height at about 30'-0". Exterior of the building will have brick,
wood siding and aluminum storefront facing the street.
b. What views in the immediate vicinity would be altered or obstructed?
The height of the proposed building will obstruct viewsfroln the building to the east.
c. Proposed measures to reduce or control aesthetic impacts, if any:
None at this time.
11. Light and Glare
a. What type of light or glare will the proposal produce? What time of day would it mainly occur?
This lighting has not yet been designed, but will be done so in a way that limits off site light spill.
b. Could light or glare from the finished project be a safety hazard or interfere with views?
No, there will not be enough light to cause problems to the surrounding area.
c. What existing off -site sources of light or glare may affect your proposal?
Possible streetlights.
d. Proposed measures to reduce or control light and glare impacts, if any:
Lights that are set close to adjacent properties will befitted with glare shields in order to reduce
impact to others.
12. Recreation
a. What designated and informal recreational opportunities are in the immediate vicinity?
None.
8
'tESEP NVIRONMENTAL CHECKLIST
b. Would the proposed project displace any existing recreational uses? If so, describe. No.
d. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to
be provided by the project or applicant, if any:
None.
13. Historic and Cultural Preservation
a. Are there any places or objects listed on, or proposed for, national, state, or local preservation
registers known to be on or next to the site? If so, generally describe.
Nothing of historical significance on or adjacent to site.
b. Generally describe if any landmarks or evidence of historic, archaeological, scientific, or cultural
importance known to be on or next to the site.
Washington Mutual Building across the street.
Proposed measures to reduce or control impacts, if any:
None
14. Transportation
a. Identify public streets and highways serving the site, and describe proposed access to the existing
street system. Show on site plans, if any.
Access to our site will be off the alley to the north. Walnut Street and 5"' Ave. are the major access
roads adjacent to our site. There is an existing alley bounding the north property line; we propose
accessing the alleyfor garage exiting purposes.
b. Is site currently served by public transit? If not, what is the approximate distance to the nearest
transit stop?
There are two Community Transit bus stops on 5" Ave. to the north and south of our site.
c. How many parking spaces would the completed project have? How many would the project
eliminate?
31 underground parking stalls added, approximately 10 eliminated.
d. Will the proposal require any new roads or street, or improvements to existing roads or streets, not
including driveways? If so, generally describe (indicate whether public or private).
No new streets are to be neededfor the project andfrontage improvements are already in place.
Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so,
generally describe.
There will be no use of water, rail or air transportation by this project.
How many vehicular trips per day would be generated by the completed project? If known, indicate
when peak volumes would occur.
Traffic Report isforth coining.
g. Proposed measures to reduce or control transportation impacts, if any:
None at this time.
0
. SEOENVIRONMENTAL CHE(*IST
15. Public Services
a. Would the project result in an increased need for public services (for example: fire protection, police
protection, health care, schools, other)? If so, generally describe.
The increase in density will result in higher denzandfrom public services such as Police and Fire
Protection.
b. Proposed measures to reduce or control direct impacts on public services, if any:
None.
16. Utilities
a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, tCleDhone,
sanitary sewer, septic system, other.
c. Describe the utilities that are proposed for the project, the utility providing the service, and the
general construction activities on the site or in the immediate vicinity which might be needed.
The completed project will need:
Power service that will be provided through Snohoinish County PUD.
Water service will befronz the City of Edinonds.
Gasfroin Puget Sound Energy.
Phone, data and cable will befronz the standard providers in the bowl.
Garbage service will be provided by Sound Disposal.
C. Signature
The above answers are t �a plete to the best of my knowledge. I understand that the City of
Edinonds is rqfyi'n�wn re its decision.
Signature
Date Submitted
LINO
0
Report of Compression Test Results
Client: DAP CONSTRUCTION, INC.
P.O. BOX 1691
KINGSTON, WA 98346
Attn: DENNIS PARKER
6 ameO
Report Date: January 24, 2002
Project#: -
1-91 M-1 4191 -0
Project Name:
EDMONDS MIXED USE BUILDING
Project Address:
5TH AND WALNUT
Building Permit:
N/A
Project Mgr:
VLADI BURAKOVSKIY
Architect:
N/A
Engineer:
N/A
PO Number:
N/A
Specimen Type: CONCRETE ASrM-C39
Mix and Field Data
Cast Date: 1/15/02 Contractor:
Placement:
BASEMENT TO FIRST LEVEL WALLS @ 3-6'AND B-D.
Strength ft):
Required: 4000 psi @ 28 Days
Inspector: TIMOTHY R. HYDEN
Mix ID:
1188509
Actual
Specs.
Supplier:
RINKER
Slump (inches) ASTM C-143: 5
6
Load M
-
Air Content (%) ASTM C-231:
N/A
Truck M
763
Unit Weight (pcf) ASTM C-138:
N/A
Ticket M
256443
Concrete Temp. (*F): 65
50-90
Plant #:
-
Batch Size:
9.5 YDS
Ambient Temp. (*F): 45
N/A
Water:
-
Weather: N/A
Admixture:
-
Time
Batch Time: Remarks: REFERENCE REPORT #11, SET 14.
Sample Time: 11:20
Finish Time: 11:40
Test Result
Spec
ID# ID
Date Rec'd
Date Age Nominal
Tested (days) Specimen Size
11734 A
1/16/02
1/22/02 7 4x8xO
B
1/16/02
28
C
1/16/02
28
Actual
Area Compressive Strength Brk. Type/ % of
(sq in) (Ibs) (psi) Cure R6q'd
12.63 58610 4640 CSP 116%
D 1/16/02
Break Types — (Cn) Cone, (CSp) Cone -Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar
Reviewed By
Distribution Client: Yes File: Yes Producer: Yes Others:
HOLD
VZSC
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FIELD DENSITY REPORT
AMEC Earth & Environmental, Inc.
11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669
Kirkland, Washington 98034 Fax (425) 821-3914
PROJECT NAME
t�
PPbJEj
FIELD REPORT NO
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DATE If A
PAGE
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TEST
NO.
SAMPLE
NO
LOCATION OF TEST
PROBE
DEPTH
ELEV.
WET
DENSITY
DRY
DENSITY
%
MOIST.
%
COMP.
COMP.
SPEC.
% PTS
+ OPT.
PASS I
FAIL
1
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CITY OF EDMONDS
Fit
q, OPE 1158
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SAMPLE
NO.
ID
NUMBER
MATERIAL DESCRIPTION
LAB VALUES
D*
PTIMrD-02 22 D-3017 QOIL) 0 ASTM D-2950 (ASPHALT)
M 9
NUCLEARGALIGENO:
GAUGE STANDARD:MS DS 7-3
LAB METHOD:
0 STANDARD PROCTOR (ASTM D-698)
WbDIFIED PROCTOR (ASTM D-1557)
El RICE (ASTM D-2041) El MARSHALL (ASTM D-1 559)
((PCF 0 1,?— % MST
PCF @ % MST
PCF @ % MST
ELEVATION REFERENCE:
This report is provided soiely for the information of our
Irani This report is not intended to be transmitted to a
t
third pany try any means, except in u", ",.e,,,nc.
written pennission of AME.0 Earth & E =n
0
AMEG FIELD
THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT
TO CHANGE PENDING REVIEW BY PROJECT MANAGER AMEC PROJECT MANXG`ER
Report of Compression Test Results
Client: DAP CONSTRUCTION, INC.
P.O. BOX 1691
KINGSTON, WA 98346
Attn: DENNIS PARKER
amec'0
Report Date: January 24, 2002
Project #: 1-91M-14191-0
Project Name: EDMONDS MIXED USE BUILDING
Project Address: 5TH AND WALNUT
Building Permit: N/A
Project Mgr: VLADI BURAKOVSKIY
Architect: N/A
Engineer: N/A
PO Number: N/A
Specimen Type: CONCRETE ASTM-C39
Mix and Field Data
Cast Date: 12/18/01 Contractor:
Placement: FOOTING @ B TO C AND 3 TO 4 GRID LINES.
Strength ft): Required: 3000 psi @ 28 Days Inspector: SATNAM SINGH
Mix ID:
1188436
Actual
Specs.
Supplier:
CSR
Slump (inches) ASTM C-143:
5.5
4
Load M.
-
Air Content (%),ASTM C-231:
N/A
Truck #:
724
Unit Weight (pef) ASTM C-1 38:
N/A
Ticket #:
582927
Concrete Temp. (OF):
61
50-90
Plant #-
-
Batch Size:
10 YDS
Ambient Temp. (OF):
44
N/A
Water-
-
Weather:
N/A
Admixture-
-
Time
Batch Time:
9:28
Remarks: REFERENCE REPORT #5,
SET 4.
Sample Time:
10:30
Finish Time:
10:45
Test Result
Actual
Spec
Date
Age
Nominal Area Compressive
Strength
Brk. Type/ % of
ID# ID
Date Rec'd
Tested
(days)
Specimen Size (sq in) (Ibs)
(psi)
Cure Req'd
11640 A
12/19/01
12/25/01
7
4x8xO 12.64 34200
2710
SH 90%
B
12/19/01
1/15/02
28
4x8xO 12.56 46030
3660
CSP 122%
C
12/19/01
1/15/02
28
4x8xO 12.56 47890
3810
CSP 127%
D
12/19/01
HOLD
Break Types — (Cn) Cone, (CSp) Cone -Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar
Reviewed By
Distribution Client: Yes File: Yes Producer: Yes Others:
gcj
11
Report of Compression Test Results
Client: DAP CONSTRUCTION, INC.
P.O. BOX 1691
KINGSTON, WA 98346
Attn: DENNIS PARKER
Is ameO \-�
Report Date: January 24, 2002
Project #: 1-91 M-1 4191 -0
Project Name: EDMONDS MIXED USE BUILDING
Project Address: 5TH AND WALNUT
Building Permit: N/A
Project Mgr: VLADI BURAKOVSKIY
Architect: N/A
Engineer: N/A
PO Number: N/A
Specimen Type: CONCRETE ASTM-C39
Mix and Field Data
Cast Date: 1/15/02 Contractor:
P lacement: COLUMN @ BASEMENT FIRTS LEVEL @ LINES E/6.
Strength ft): Required: 5000 psi @ 28 Days Inspector: TIMOTHY R. HYDEN
MixID: 1188540
Supplier: RINKER
Load #- -
Truck #: 87
Ticket #: 261103
Plant M -
Batch Size: 8 C/M
Water- -
Admixture, -
Time
Batch Time:
Sample Time: 9:20
Finish Time: 9:45
Actual Specs.
Slump (inches) ASTM C-143: 7 8
Air Content (%) ASTM C-231: N/A
Unit Weight (pcf) ASTM C-1 38: N/A
Concrete Temp. ff): 76 50-90
Ambient Temp. (*F): 42 N/A
Weather: N/A
Remarks: REFERENCE REPORT #11, SET 13.
Test Resuff
Actual
Spec Date Age Nominal Area Compressive Strength Brk. Type/ % of
ID# ID Date Rec'd Tested (days) Specimen Size (sq in) (Ibs) (psi) Cure Req'd
11733 A 1/16/02 1/23/02 7 4x8xO 12.63 63780 5050 CSP 101%
B 1/16/02 '28
C 1/16/02 28
D 1/16/02 HOLD
Break Types — (Cn) Cone, (CSp) Cone -Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar
Reviewed By
Distribution /Client: Yes File: Yes Producer: Yes Others:
00
DAILY'FIELD REPORTO
RECEIVED
AMEC Earth & Environmental, Inc.
11335 N.E. 122"" Way, Suite 100 Tel (425) 820-4669
Kirkland, Washington 98034 Fax (425) 821-3914
UtVtLurm,'�
PROJECT NAME
90/v
PROJECT NO.
-9
REPORT NO
ADDRESS
XIMIT NO.
A&�/,
DATE
W77V
CLIENT
%MTHER
PAGE (inclu as Test Reports)
OF —%44_
STRUCTURAL EUGINEEEL
AMEC PROJECT MANAGUWPHONE NO.
ARCHITECT
770
CONTRACTOR
TYPE#QEJN7CTION UNEW INSPECTION
0 RE -INSPECTION
0-4111z��M 1;::ggjgp i:,��'�'�!�::�!!l�i:i��'l�ll'�l��!1:1�!�ll:��! EM
7C, W�,
41�r�ZL emod>���. /-Aw Itf CtA97e)p
Moe /IV- it,
/
OTR .%o *VtV ?yeeW41;;'1
,w7at= coya tt,;ovt 4)�� .3,7A,6. ;;�-e
f
W 09"A'CV- � M 11f tw oc&10�0)v
- I r - -er /- V
IiK -;P5X-0 14#-v Z
ActCeVS
clam
eak9VIIV
f,hIXFC00%,01�7
7V aPQ 4M 7V ;P416"-fX Vof-4�. 7k-
d697 71le
Vey -;�e uf-IrA _v�.e-r-7elArff Fl-ze—
To the best of our knowledge, all items inspected as noted above were in general U Yes f L.VPreliminary Observations
conformance with the approved plans and specifications. WNo Deficiency Corrected — Report No.
THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER
This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without
written permission of AMEC, Inc.
AMEC Earth & Environmental, Inc. (Rev. 11 /00)
RECEIVED
FIELD DENSITY REPORT
AMEC Earth & Environmental, Inc. F;
11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669
Kirkland, Washington 98034 Fax (425) 821-3914 DEVELOPMENT SERVICES CTR, ame&
CITY OF EDMONDS
PROJECT NAM
FIELD REPORT NO//,Z
DATEr];;P,0
PAGE
OF
7� l""1-s�"�N'-'--"'-jN �"l'--F"-,�,�k,..,%�,L��--��,44A "I
A
*§M�A -Xg ?"
TEST
NO.
SAMPLE
NO.
LOCATION OF TEST
PROBE
DEPTH
ELEV.
WET
DENSITY
DR
DENSITY
%
MOIST.
%
COMP,
COMP.
SPEC.
% PTS
OPT.
PASS
FAIL
00,
000�-
47
-PROPERTIES;'�'��
PACTIONTES TPARAIVIEFEA"
SAMPLE
NO.
ID
NUMBER
MATERIAL DESCRIPTION
LAB VALUES
TESTIVIETHOD:
)CIASTM D-2922 D-3011!ZXSCUL) El ASTM D-2950 (ASPHALT)
NUCLEAR GAUGE
GAUGE STANDARD:MS DS
LAB METHOD:
E3 STANDARD PROCTOR (ASTM D-698)
WODIFIED PROCTOR (ASTM D-1557)
0 RICE (ASTM D-2041) El MARSHALL (ASTM D-1559)
yg;z
7-77 IV4
N6. I PCF @ % MST
PCF @ % MST
PCF @ % MST
ELEVATION REFERENCE:
This report is provided solely for the inform;tion of our
client This report is not intended to be transmitted to a
third party by any means. except in full, wihtout the
written permission of AMEC Earth & Environmental, Inc.
-2��R �
THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT
--
I - CHA14GE PENDING REVIEW BY PROJECT MANAGER
I
AMEC-fim n REPRESENTATIVE
— , PROJECT MANAGER
0
1�
. " DAILY FIELD REPOR10
0 - A? --d V
AMEC Earth & Environmental, Inc.
11335 N. E. 122nd Way, Suite 100 Tel (425) 820-4669
Kirkland, Washington 98034 Fax (425) 821-3914
PROJECT NAME
4; AI/X
PIP04gCT No.
e.'g�
REPORT NO.
ADDRESS
�MIT NO,
2
DATE
CLIENT Cc?
WEATHER
PAGE (includes Test Reports)
OF
STRUCTURAL ENGINEER
AMEC PROJECT MANAGER/PHONE NO.
vc-o� 1- 4"
ARCH[TEC
AMEC FIELD REPRESENTATIVEIPAGE NO.
CONTRACTOR
TYPE 0 NSPFCTION
4-�
&-NEW INSPECTION
[:] RE -INSPECTION
;iilgil RE
4tF 7�lr
7V
RECEIVED
F,
DEVELOPMENT SER�111C;E�S CTR.
f,ITV nt: rr;�Ar "
THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER
This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without
written permission of AMEC, Inc.
AMEC Earth & Environmental, Inc. (Rev. 11/00)
DATE APPLICATION RECEIVED:
ADDRESS OF PUBLIC USE:
PROPERTY O'WNER:
/e.
PERMIT#:
ONCE YO UR RE VIE W IS COMPLE TE, PLEA SE R 0 UTE TO
DIVISIONIDEPARTMENT ON THE LIST
* * * PLEA SE R 0 UTE IN THE ORDER SHO WN * * *
ray-
NEX ;�
I'--
PLANNING DIVISION Date Stamp Received:
4-W
ppead pe�v7ods o?,
PUBLIC WORKS Date Stamp Received:
ENGINEERING DIVISION Date Stamp Received: RECEIVED
SEP 19 2001
5HOP I AR!j T)
ENGINEERING DIVISION
IDSADMINISTRATION Date Stamp Received:
APPROVAL SIGNATURES AND REMARKS OR C-0-UMENTSARE TOBEMADE
4 le,
UNDER Hi-,F "'DEPARTMENT APPRO VALS"Si q- TION ON THE PERMIT.
RAengrWormsTncroachment permit routing
0'V EDAf
0
Irp
St. I
PROPERTY OWNER
PROPERTY OWNER
ENCROACHMENT PERMIT APPLICATION
BUSINESS NAME for Corrunerical
ADDRESS OF PUBLIC
itions:
-7 )EIAI
fx-�5v
Describe the portion of public space, City right-of-way or easement area to be utilized (i.e., overhead space of
Describe the type r ppe deqired
,of encroachment fence 6 feet by 150 feet, awning 3 feet wide by 7 feet
long, etc.): -lot
Specify the length of time for use (i.e. awning for life of building, espresso cart for summer months, etc.),
NOTE: The issuance of this permit is understood by the applicant to be of a temporary nature and that no vested right is granted.
INDEMNITY.- The applicant understands and by hislher signature to this application, agrees to hold the City of Edmonds
harmless from any injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made
against the applicant or the City of Edmonds, or any of its departments or employees, including but not limited to the defense or
any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit. In addition, the
application understands that the City shall be provided a Certificate of Insurance to indemnity and hold harmless the City of
Edmondsfrom all claims andlorproperty damage, and naming the City ofEdmonds as an additional insured
CODE APPLICATION: By signing the application below the applicant warrants that s1he has read or had the opportunity to read
Chapter 18.70 of the Edmonds Community Development Code and s1he understands that all terms of the adopted ordinance are
incorporated herein as ifsetforth in full and this application andpermits therefore are subject to the terms of that Chapter.
DATE lZc>6
Encroachho.doqj Ig 10/00
0
-4. CRITERIA OF PERMIT APPROVAL
The applicant shall follow the noted conditions on the building permit. For applications that do not require a
building permit the following criteria shall be maintained at all times.
> Provide safe pedestrian travel for sidewalk encroachments. Maintain a clear zone of 44 inches minimum.
See definition of clear zone below.
> Exterior light fixtures, banners and flags must be a minimum of 7 feet above City right-of-way.
> Maintain clear landings on the exterior side of all required exit doors of 44 inches or no less than width of
door, measured toward the street.
> No projections into City alleys are permitted unless the projection exceeds 15 feet above pavement
surface.
> Do not block illumination from City light fixtures or hang objects from City light standards.
> Architectural projections from buildings must be approved by the Design Board and conform to Uniform
Building Code requirements. A building permit shall be required for such projections.
> Maintain 3 feet of clearance around fire hydrants, standpipes, manholes, water meters, blowoffs,
cleanouts and valves.
> Bistro dining tables and chairs must be placed in accordance with City Ordinance No. 3293.
> Merchandise racks, espresso carts, flower planters, benches must not be located within the "clear zone".
> Ramps require a separate building permit and must conform to UBC standards.
Clear Zone Deflnition: Clear Zone refers to an area 7 feet in height and 44 inches in width providing
level, safe walking surface along the public sidewalk (i.e. measuring 44 inches from edge of street tree grates
or newspgper stands toward place of business and from the ground gp to a height of 7 feet).
------------------ DEPARTMENT APPROVALS --- FOR CITY USE ONLY --
Planning Division Approved By ADB#Z00/-2--f7 Date
Remarks or Comments: As blm ge,,-P4�p-r, Mo. 1,00-A
MV1A1,N!q
(In serry'.,/
Public Works Approved By±—)i 6-" Date
Remarks or Comments: 0
Engineering Division Approved By Bond Date
Remarks or Comments:
Certificate of Insurance Verified B ( ) V Date It
Easement Agreement sent to City Clerk -for recording Date
ENCROACHMENT PERMIT# ISSUANCE DATE
RELEASED BY RECEIPT # '/0
BUILDING PERMIT # RECORDING #
Encroachho.docjIgIO/00
VICINITY MAP
NOT TO SCALE
�f
J)
CITY OF 9
EDMONDS HC OiELL
1`114E
SITE FLA'N
I, = 201-0,1
AUL- ^41�
51
GARAGE EXIT
PROPERTY LINE
GARAGE
RAMP
ELEV. VARIE511 11
GARAGE ENTRY —
LINE OF CANOPY
ABOVE SIDEWALK
RESI D.
LINE OF BAT
ENTRY
A50VE SIDEWALK
ELEV. 14'-b'
PEDESTRIAN
BENCP AREA
3'x 5'TREE GRATE
(ADA COMPLIANC-E
TYPICAL OF 3 6
VI -I STREET
LINE Or CANOPY
450,,e SIDEWALK
OFFICE ENTRY
LINE OF BAY
ABOVE SIDEWALK --------
cm
-ELEV'
I
CITY MAINTAINED
PLANTIWa AREAS
WALNUT STREET
BECKILANE
(ALLVY)
M
M
JI,
71
6511 SF,
0
I —
LINE OF DE�
ABOVE (TYP)
LINE OF BAY
WINDOW 45C'v'E
0
LINE OF DECK
A50VE (TYF)
LINE OF 54"r 21�
WINDOW ABCVE Fir
.IP9
0
T
0
M
me
141-11-
PROPERTY LINE
REQUIRED LANDSCAPE
BUFFER
RETAINING WALL
CONCRETE STAIRS
BETWEEN UPPER AND
LOWER LEVEL OF
LANDSCAPE BUFFER
AREA
EX15TING RETAINING
WALL
6' WIGI-I FENCE
LINE OF ADJACENT
BUILDING
RE^ING WALL
;;�gRTY LINE
EXISTING LOW CONCRETE
RETAINING WALL ON
ADJACENT PROPERTY
TO REM4114 &NO NOT BE
DAMAGED
r— — — — —
ELEV.
821-V
DISK/PLE No: DRAWN BY! JOB NAME:
Row AQ5 �-67-6 d. shapi.ro---. architects ps 5TH a. WALNUT MIXED
DAM- CHECKED 9Y.- ROIA/BAY WIN.
0&/2ro/0l ADS 600 Main Street, Suite C SHEET No.
REvoowrzo No.: PRojEcT No-. Edmonds, WA 98020-W9
12 2:�& - 00 425.778.5400 FAX 778.3W2 ASO
- CERTIFICATODF LIABILITY INSURANIR OP IDEF
DATE (MMtDDNY)
1
.AC0,RD-,
GREGG-1
10/31/01
PRODUCER
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
SCOA M.-CampbAl
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Insurance Services Group, Inc.
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
600 Main Street, Suite A
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Edmonds WA 98020
INSURERS AFFORDING COVERAGE
Phone: 425-775-6446 Fax: 425-640-9225
INSURED
INSURER A: Mutual of Enumclaw
INSURER 8:
Robert R Gregg
INSURER C:
INSURER Q
16550 76th Ave W.
Edmonds WA 98026
INSURER E:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTR
TYPE F INSURANCE
POLICY NUMBER
POUCY EFFECTIVE
DAM (MMIDO/M
POLICY EXPIRATION
DATE (MMfDDIYY)
LIMITS
GENERAL UABILITY
EACH OCCURRENCE
3 1000000
FIRE DAMAGE (My — fi.)
$ 100000
A
X COMMERCIAL GENERAL LIABILITY
TBA
10/31/01
10/31/02
I
MED EXP (Ay
$ 10000
C LAIMS MADE FX OCCUR
PERSONAL & ADV INJURY
3 1000000
X WA Stop Gap
GENERAL AGGREGATE
s 2000000
GEN'L AGGREGATE LIMIT APPLIES PER:
PRODUCTS - COMPIOP AGO
$ 1000000
Ro-
PEcT
POLICY 7
E] LOC
AUTOMOBILE
LIABILITY
ANY AUFTO
COMBINED SINGLE LIMIT
(Ea accid-1)
S
ALL OWNED AUTOS
SC*IEDULED AUTOS
Alot"I
BODILY INJURY
(P., P—)
HIREDAUTOS
DOD LY INJURY
S
NOWOMED AUTOS
C/ �'Avr
'Ccid�)
op
O/V,
PROPERTY DAMAGE
)s C;'o
(P. ..W-I)
GARAGE LIABILITY
AUTO —Y - EA ACCIDENT
OTHER THAN EA ACC
ANY AUTO
EXCESS LIABILITY
OCCUR F—] CLAIMS MADE
D DUCTOLE
RETENTION $
SCOTT M. CAMPBELL
INSURANCE PRESIDEND,
WORKERS COMPENSATION AND
EMPLOYERS'UABIUTY
SERVICES ,Smcampbell@insuranceServicesGroup.com
GROUP, INC.
425.775.6446
206.365.1112
FAX 425.640.9225
600 MAIN ST, SUITE A 800.688.7051
OTHER
EDMONDS, WA 98020 s4i�ww Insuran ceServices Group. com
DESCRIPTION OF OPERATIONSILOCATIONSNEMICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS
The City of Edmonds is listed as an additional insured with respects to
property located at 437 5th Ave., Edmonds, WA. 98020
Ur-K I INUA I r- NULUrK Y I ADDITIONAL INSURED; INSURER LETTER: A %oAr11%,r-LLA I 1UN
CITYOFE SHOULD MY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN
NOTICE TO THE CERTIFICA E HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO 80 SHALL
City of Edmonds IMPOSE NO OBLIGATION OR LIABILITY OF THE INSURER, ITS AGENTS OR
Building Division
121 Sth Ave. N. REPRESENTATIVES.
Edmonds WA 98020 AUTHORIIED REPRESENTATIVE
Scott M Camp e
ACORD 25-S (7/97) @ACORD 96RPORATION 1988
ACORD INSURANCVNDER OP ID EF 12/27/01
THIS BINDER IS A TEMPORARY INSURANCE CONTRACT, SUBJECT TO THE CONDITIONS SHOWN ON TWE REVERSE SIDE OF THIS FORM.
PRODUCER . . , & PHONE COMPANY BINDER I
I INC. No, ExU: 425-775-6446 981
Scott M. Campbell 425-640-9225 Mutual of Enumclaw
EFFECTIVE EXPIRATION
Insurance Services Group, Inc. DATE DATE TIME
600 Main Street, Suite A
Edmonas WA 98020
12/31/01 12: 01 PM 01/31/02 NOON
Sco.tt M Campbell -1. SINGER 1. TO EXTEND COVERAGE 1. -E A—. NAMED COMP Y
(;DOE: Co- PER EXPIRING POLICY TBA
AGENCY
CUSTOMER 10: GREGG-1 DESCRIPTION OF OPERATIONSIVEMICLESIPROPERTY (Includl.g L—U..)
INSURED RECEIVED Real Estate Development. Property located
Robert R Gregg at 437 Sth Ave., Edmonds, WA. 98020
16550 76th Ave W. L 8 2001
Edmonds WA 98026
I nr-yFLOPMEN SERVICES CTq-
rnVFRArZF.q CITY 01
TYPE OF INSURANCE
COVERAGEIFORMS
DEDUCTIBLE
COIN3 %
AMOUNT
PROPERTY CAUSES OF LOSS
BASIC r7 .. F7 PEC
GENERAL
LIABILITY
COMMERCIAL GENERAL LIABILITY -] OCCUR
—] CLAIMS MADE FX
WA Stop Gap
P-111 —
RETRO DATE FOR CLA MS MADE:
EACH OCCURRENCE
1000000
X
—
FIRE DAMAGE (Any -tt In)
100000
MED EXP (Any —I p—)
10000
X
PERSONAL & ADV INJURY
1000000
X
GENERAL AGGREGATE
2000000
PRODUCTS - COMPIOP AGO
S 000000
AUTOMOBILE
LIABILITY
ANY AUTO
ALL OWNED AUTOS.
SCHEDULED AU10S
HIRED AUTOS
NON -OWNED AUTOS
COMBINED SINGLE LIMIT
BODILY INJURY (Pw p—)
BODILY INJURY (Pw accid-t)
PROPERTY DAMAGE
$
MEDICAL PAYMENTS
PERSONAL INJURY PROT
UNINSURED MOTORIST
S
AUTO PHYSICAL DAMAGE DEDUCTIBLE
C BID.:
OTHER THAN COL
ALL VEHICLES P-E.-E.VE.I.IES
ACTUAL CASH VALUE
S
STATED AMOUNT
OTHER
GARAGE LIABILITY
ANYAUTO
AUTO ONLY - EA ACCIDENT
S
OTHER THAN AUTO ONLY:
EACH ACCIDENT
AGGREGATE
S
EXCESS LIABILITY
U RELLA FORM
OTHER THAN UMBRELLA FORM
RETRO DATE FOR CLAIMS MADE:
EACH OCCURRENCE
AGGREGATE
SELF -INSURED RETENTION
WORKER'S COMPENSATION
AND
EMPLOYER'S LIABILITY
- 7WC TATLITORY LIMITS
E.L. EACH ACCIDENT
E.L. DISEASE - EA EMPLOYEE
E.L. DISEASE - POLICY LIMIT
S
SPECIAL
CONOITI NSI
OTH R
COVERAGES
FEES
S
TAXES
ESTIMATED TOTAL PREMIUM
NAME & ADDRESS
City of Edmonds
Attn: Building Division
121 Sth Ave. N.
Edmonds WA 98020
ACORD 75-S (1/98)
NOTE: IMPORTANT STATE
MORTGAGEE 1 - 1 ADDITIONAL INSURED
LOSS PAYEE
LOAN 0
AUTHORIZED REPRESENTATIVE
Scott M Campbell
IRMATION ON REVERSE SIDE
O)ACORD CORPORATION 1993
I
CITY OF EDMONDS 121 Fifth Avenue North, Edmonds, Washington 98020
FAX COVER SHEET
To:
Tim Burns
Phone:
Fax phone: 425-673-5077
CC:
Date: 23 Sept, 2002
Number of pages including cover sheet: 2
From:
Lyle Chrisman
Engineering Program Manager
Engineering Division
Phone: (425) 771-0220
Fax phone: (425) 672-5750
REMARKS: El Urgent Z For your review El Reply ASAP
Subject: Traffic control plan
Tim:
Here is the approved traffic control plan. j&W
If you have any questions please call me at 425-771-0220 ext 1324.
El Please comment
0
0
rj
4p
42
4c2
9
,42OA3
Wax—,
46 -4b 40 4p A 'm
I I � � <\� - 0 < VA-
N)o 'S Je, " A C.,, E 0 A-06AD
4o�
10
46 0
Sep. 23 2002 09:05AM
YOUR LOGO :CITY OF EDMONDS-ENGINEERING
YOUR FAX NO. :425-672-5750
NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT
01 96735077 Sep.23 09:04AM 00'44 SND 02 OK
TO TURN OFF REPORT, PRESS 'MENU' #04 SET.
THEN SELECT OFF BY LIS I NG 'JOlG-D I AL'.
SdOl
GtJS 4
--co- ciz - b
7M
t
#��A 4 0.4, AH
60, lc�-dpxroj- ti,
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0- Ez -b
RETURN ADDRESS: �
City of Edmonds, City Clerk CONFORMED COPY
121 5th Avenue North 200201100229
Edmonds, WA 98020 01/10/2002 12:15 PM Snohomish
P.0002 RECORDED County
DECLARATION OF RESTRICTIVE COVENANT
MULTI -FAMILY RESIDENTIAL
Reference #: 1-2001 - 00� 0 �
Grantor(s): (1 (2) Additional on pg._
Grantee(s): City of Edmonds
Legal Description (abbreviated): Sec Twn Rng_Qtr
OR Lot q 7,3 F, 17 ]Block--/ —2 --';---Plat C f-j
; / of C--414�s
Assessor's Tax Parcel 11),#(s): 17-5- 057--0006 (2
0 101 0
_—Assessor s Tax Parcel 11D# not yet assigned
WHEREAS, R0�7e_v�+` C1V_CC)0)
are the owners of the following described real estate in the City of Edmonds, to, wit:
Property Address: '13 7 5-*::- ALv S, EA-etel-s- envz
Legal Description:-. loj_.- 3% 5--?
'P 1, ,F ,t 4--z(, .-,z
Assessor's Tax Parcel JD# (s):
C7
W
AUTHORIZED FOR RECORDING
City of Edmonds
By: CCA, _Date� �/ R71 01
Page of
I z
WBEREAS, the above named owners are desirous. of imposing a restrictive
covenant upon ' said premises in compliance with Section 19-00.040 of the Edmonds
Community Development Code. WITNESSETH, that for and in
consideration of the premises, the above named owners do hereby declare and grant to
the City of Edmonds as Grantee the following restrictive covenant, to -wit:
That at the time of the execution of this Covenant the Grantors have agreed to the
Ordinance of the City of Edmonds provide that no building for multiple family housing
may be erected on subject property containing more than I / C2 X's, units.
Said Covenant shall be binding upon all present and future owners of said real estate and
their heirs, successors and assigns...
DATED this day of NO L�Avi b -4z. ___, iv-200 i
GRANTOR
GRANTOR
State of Washington
I ' A )ss
County of AW [,41 M 1.5k)
I certify that I know * or have satisfactory evidence that. edkI Cc- -� P z, rtv
signed this. instrument, on oath stated that he/she was authorized to �x'6Wte' the
instrument and acknowledged it as the O'W A 6 V\ (title) of 4-kf,
jqgj, A-!� —(name of party on behalf on whom instrument was executed) to be
tl� fr-� and v)oluntary act of such party. for the uses And purposes mentions in this
ipstrument. Subscribed and sworn to before me this &q'day of kO V-Vd
'J_6 0 1
Notary Public in and for the State of Washington.
CONS"I'ANICE M. CURTIS
NOTARY PUBLIC
STATE OF WASHINGTON
COMMISSION EXPIRES
— APRIL 9, 2003
expires. e-4 /,q / 0 4
AUTHORIZED FOR RECORDING
ity of Edmonds
BY: Date
Page Of
UTEMMUILDINGTORWRESTRICT
N
CKLISrO
SEPA EN� TRONMENTAL CHE I
Clity of Edmonds Project File' 4: A-PF, — 7-0611
Project Name: 5' and Walnut Mixed Use
PuMose of Checklist:
The State Environmental Policy Act (SEPA), chapter 43.21 RCW, requires all
governmental agencies to consider the environmental impacts of a proposal before
making decisions. An environmental impact statement (EIS) must be prepared for all
proposals with probable significant adverse impacts on the quality of the environment.
The purpose of this checklist is to provide information to help you and the city identify
impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be
doine) and to help the city decide whether an EIS is required.
Instructions for Applicants:
This environmental checklist asks you to describe come basic information about your
proposal. City of Edmonds will use this checklist to determine whether the
environmental impacts of your proposal are significant, requiring preparation of an EIS
Answer the questions briefly, with the most precise information know, or give the best
description you can.
You must answer each question accurately and carefully, to the best of your knowledge.
In most cases, you should be able to answer the questions from your own observa.
project plans without the need to hire experts. If you really do not know the an
a question does not apply to your proposal, write "do not know" or "does not app] y'
Complete answers to the questions now may avoid unnecessary delays later.
Some questions ask about governmental regulations, such as zoning, shoreline, and
landmark designations. Answer these questions if you can. If you have problems, the
city can assist you.
The checklist questions apply to all parts of your proposal, even if you plan to do them
over a period of time or on different parcels of land. Attach any additional information
that will help describe your proposal or its environmental effects. The city may ask you
to explain your answers or provide additional information reasonably related to
determining if there may be significant adverse impact.
A. Background
Name of proposed project, if applicable: 5"' and Walnut MLxed Use.
2. Name of applicant: A.D. Shapiro Architects
3. Address and phone number of applicant and contact person:
600 Main Street, suite C
Ednionds, WA 98020
(425) 778-5400
A 77N: Carl Colson
RECEIVED
AUG 16 2SO
DEVELOPMENT SERVICES CTR,
CITY OF EDMONDS
RECEIVED
MAR f 8 2001
PERMIT COUNTER
t
SEPA ENNO. ONMENTAL CHECKLISIO
4. Date checklist prepared: 03106101
5. Agency requesting checklist: City of Edmonds
6. Proposed timing or schedule (including phasing, if applicable):
Entire project will be built out at one time. The intent is to begin construction of
proposed building in summer of 2001. The building will be built on a speculative
hasis and therefore, main floor (retail/ office level) tenant improvement work will he
required when actual tenants are selected.
7. Do you have any plans for future additions, expansion, or further activity related to or
connected with this proposal? If yes, explain.
The tenant work mentioned in #6 is the onlyfurther activity that is expected.
8. List any environmental information you know about that has prepared, or will be
prepared, directly related to this proposal.
No other environmental report will be provided.
7raffic report is included in this submission.
9. Do you know whether applications are pending for governmental approvals of other
proposals directly affecting the property covered by your proposal? If yes, explain.
7here are no other applications that are pending.
10. List any government approvals or permits that will be needed for your proposal, if
known.
City of Edmonds as well as other possible agencies. City of Edmonds permits
include but are not limited to: Site Development Plan Approval, Storm Drainage
review, Civil Construction Permit, Building Permit, Landscape and Irrigation permit,
Signage permit.
I App"Y-a,[
11. Give brief, complete description of your proposal, including the proposed uses and
the size of the project and site. There are several questions later in this checklist that
ask you to describe certain aspects of your proposal. You do not need to repeat those
answers on this page. (L-ead agencies may modify this form to include additional
specific information on project description.)
This project will consist of a 4-story building: an office (or retail) level on mainfloor
and 2 levels of residential above. Total building footprint is about 7,820sf (parking
level area). The proposed building is going to be constructed concrete and brick
with a building height of approximately 30'. In addition, , rground parking
stalls and landscaping area will be provided to meet all ap V'icable requirements.
'?� 1
12. Location of the proposal. Give sufficient information for a person to understand the
precise location of your proposed project, including a street address, if any, and
section, township, and range, if known. If a proposal would occur over a range of
area, provide the range or boundaries of the site(s). Provide a legal description, site
plan, vicinity map and topographic map, if reasonably available. While you should
submit any plans required by the agency, you are not required to duplicate maps or
detailed plans submitted with any permit applications related to this checklist.
2
0
SEPA EAtRONMENTAL CHECKLI&I
The site is located on the northeast cornet- of 5"' Ave. and Walnut Street. Vicinirymap
i . s on the architectural cover sheet.
, e- e
-Legal description: 01
Lots 37, 38, 39, and 40, Block 123, Plat of the Cit.), of Edinonds, according to the plat
thereof, recorded it? volume 2 ofplais, page 39, records of Snohotnish Count),,
Washington.
Situate in the County of Snohomish, Slate of Washington.
B. ENVIRONMENTAL ELEMENTS
1. Earth
a. General ' description of the site (circle one): Flat, rolling, hilly, steep slopes,
mountainous, other:
The Site is generallyflat and is slope slightly uphill towards the east.
b. What is the steepest slope on the site (approximate per -cent slope)?
Fewer than 7% at east property line.
c. What general types of soils are found on the site (for exarnple, clay, sand, gravel,
peat, muck)? If you know the classification of agricultural soils, specify them and
note any prime farmland.
The soils report isforth coming.
d. Are there surface indications or history of unstable soils in the immediate vicinity? If
so, describe.
No, the site was graded to its current condition and isflat enough not to have any
problenis with unstable soil.
e. Describe the purpose, type, and approximate quantities of any filling or grading
proposed. Indicate source of fill.
Approx 6,110 Cyof soil will be excavated No filling required.
f. Could erosion occur as a result of clearing, construction, or use? If so, generally
describe.
Erosion on flat site is minimal and will be controlled with appropriate construction
practices.
g. About what percent of the site will be covered with impervious surfaces after project
construction (for example, asphalt or buildings)?
Area -Area S.F.
Overall Site Area 13,18C
Main Floor 7,82(
Garage Area 13,14(
Impervious Suriace Area 13 1V
Lot Coverage
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
3
SEPA E.41RONMENTAL CHECKLA
Ali erosion control plan prepared by a professional engineer licensed in the stale of
Washington will be preparedfor development of this site. The erosion control plan
will contain at a mininium; construction sequences, location of clearing limits,
location and construction details forfilter fabric fence, location and construction
features of a rock construction entrance and rock sioging area.
2. Air
a. What types of emissions to the air would result from the proposal (i.e., dust,
automobile, odors, industrial wood smoke) during construction and when the project
is completed? If any, generally describe and give approximate quantities if know.
Minor air pollutionfrom construction activities may occur. In addition, there will be
emissionsfroyn the autoinobile and truck traffic of thefinished project. It is not
expected that there will be any other types of air pollution involved.
b. Are there any off -site sources of emissions or odor that may affect your proposal? If
so, generally describe.
We do notfeel that there are any off site sources of pollution that will be problematic
to our project.
c. Proposed measures to reduce or control emissions or other impacts to air, if any:
The building's equipment willfully comply with EPA emission requirements and we
will plant the site to provide a natural emissionfilter.
3. Water
a. Surface:
1) Is there any surface water body on or in the immediate vicinity of the
site (including year-round and seasonal streams, lakes, ponds,
wetland)? If yes, describe type and provide names. If appropriate;
state what stream or river it flows into.
No.
2) Will the project require any work over, in, Or adjacent to (within 200 feet) the
described waters? If yes, please describe and attach available plans.
No.
3) Estimate the amount of fill and dredge material that would be placed in or
removed from surface water or wetlands and indicate the area of the site that
would be affected. Indicate the source of fill material.
None.
4) Will the proposal require surface water withdrawals or diversions? Give
general description, purpose, and approximate quantities if known.
The proposal will not require any of the existing surface water to be withdrawn or
Diverted.
5) Does the proposal lie within a 100-year floodplain? If so, note location on
the site plan.
Not in the flood plain.
4
SEPA EATRONMENTAL CHECKLISA
6) Does the proposal involve any discharges of waste materials to
surface waters? If so, describe the type of waste and aoticipated volume
of discharge.
The proposal does lot involve any planned discharges of waste materials to surface
waters.
b. Ground
12) Will ground water be withdrawn, or will water be discharged to
groundwater? Give general description, purpose, and approximate
quantities if known.
Soils report pending ground water nor anticipated.
2) Describe waste material that will be discharged into the ground from
septic tanks or other sources, if any (for example: Domestic sewage;
industrial, containing the following chemicals . . .; agricultural; etc.).
Describe the general size of the system, the number of such systems, the
number of houses to be served (if applicable), or the number of animals
or humans the system(s) are expected to serve.
This proposal does not involve the discharge of waste material into the groundfrom septic
ranks or other sources.
c. Water Runoff (including storm water):
1) Describe the source of runoff (including storm water) and method of
collection and disposal, if any (include quantities, if known). Where will
this water flow? Will this water flow into other waters? If so, describe.
City storm system.
2) Could waste materials enter ground or surface water? If so, generally
describe.
Waste materialsfrom. accidental spills or discharges could enter the ground andlor
surface waters via the storm drainage system.
d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if
any:
All impervious pavement surfaces will be collected and conveyed through an underground wet
vault.
4. Plants
a. Check or circle types of vegetation found on the site:
X deciduous tree: alder, maple, aspen, other: fruit.
— evergreen tree: fir, cedar, pine, other
X shrubs
X grass
— pasture
— crop or grain
— wet soil plants: cattail, buttercup, bullrush, skunk cabbage, otber
water plants: water lily, eelgrass, milfoil, other
other types of vegetation
SEPA EAMONMENTAL CHECKLISO
b. What kind and amount of vegetation will be removed or altered?
All the existing vegetation will be removed. New landscape Plan isforth coming.
c. List threatened or endangered species known to be on or near tre site.
None are known to be on this site. Abra 2�-J
d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on
the site, if any:
A compleie landscape plan showing plant types is provided as a part of this submission.
S. Amimals
a. Circle any birds and animals which have. been observed on or near the site. or are known to be on or
near the site:
birds: hawk, heron, eagle, songbirds, other:
mammals: deer bear elk beaver other:
fish
I I I I
bass, salmon, trout, her -ring, shellfish, other:
b. List any threatened or endangered species known to be on or near the site.
None.
c. Ls the site part of a migration route? If so, explain.
To our knowledge, this is not in a migratory route.
d. Proposed measures to preserve or enhance wildlife, if any:
New landscaping will help to reduce impact of removed landscaping.
6. Energy and Natural Resources
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the
completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc.
Electric power will be used to meet the completed project's energy needs, mainly for lighting and
running equipment. Natural gas will be usedfor heating.
b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally
describe.
No, The maximum height of the building on the site is
c. What kinds of energy conservation features are included in the plans of this proposal? List other
proposed measures to reduce or control energy impacts, if any.
The building will be designed to comply with the Washington State Energy Code.
7. Environmental Health
a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and
explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe.
There are no known hazardous conditions related to this proposal.
2
0
SEV,!�NVIRONMENTAL CHECPLIST
1) Describe special emergency services that might be required.
The 4con2pleted proposal would nor need any emergency services beyond standard Police and Fire
department services.
2) Proposed measures to reduce or control environmental health hazards, if any:
None are included in this proposal.
b. Noise
1) What types of noise exist in the area which may effect your project (for example: traffic,
equipment, operation, other)?
The project is located on 5"' A ve. but the noise should not he o concern.
)f
2) What types and levels of noise would be created by or associated with the project on a
short-term or a long-term basis (for example: traffic, construction, operation, other)?
Indicate what hours noise would come from the site.
The only anticipated noise pollution would be standard construction noise and minor
automobile traffic that would be related to the finished project.
3) Proposed measures to reduce or control noise impacts, if any:
None at this time.
8. Land and Shoreline Use
a. What is the current use of the site and adjacent properties?
A small office building and a single-family house are currently located on the site. Stwil office
buildings and multi-Jamily residential buildings similar to what we are proposing to build surround
the site.
b. Has the site been used for agriculture? If so, describe.
No.
b. Describe any structures on the site.
A small office building and a single-family house are currently located on the site.
d. Will any structure be demolished? If so, what?
Two existing buildings mentioned above will be demolished.
e. What is the current zoning classification of the site? BC - Business Commercial.
f. What is the current comprehensive plan designation of the site?,Same' M1Xa145e_
g. If applicable, what is the current shoreline master program designation of the site?
Does not apply
h) Has any part of the site been classified as an "environmentally sensitive' area? If so, specify?
NO.
i) Approximately bow many people would reside or work in the completed 'project?
There may be perhaps as many as 14 employees and 20 residents in the finished project.
SEPA17INVIRONMENTAL CHECK71ST
J. Approximately how many people would the completed job displace? Abow 6 people.
k. Proposed measures to avoid or reduce displacement impacts,if any: None
1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and
plans, if any:
We have conformed to the entire setback, landscape, building height and parking requirements that
relate to the BC zone.
IG�Wde-
9. Housing
c. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-
income housing.
10 high -end units.
d. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-
income housing.
One.
e. Proposed measures to reduce or control housing impacts, if any:
Does nor apply.
10 Aesthetics
a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal
exterior building material(s) proposed?
Proposed building will have max height at about 30'-0 ". Exterior of the building will have brick,
wood siding and aluminum storefrontfacing the street.
b. What views in the immediate vicinity would be altered or obstructed?
The height of the proposed building will obstruct viewsfroni the building to the east.
c. Proposed measures to reduce or control aesthetic impacts, if any:
None at this time.
11. Light and Glare
a. What type of light or glare will the proposal produce? What time of day would it mainly occur?
This lighting has not yet been designed, but will be done so in a way that limits off site light spill.
b. Could light or glare from the finished project be a safety hazard or interfere with views?
No, there will not be enough light to cause problems to the surrounding area.
c. What existing off -site sources of light or glare may affect your proposal?
Possible streetlights.
d. Proposed measures to reduce or control light and glare impacts, if any:
Lights that are set close to adjacent properties will be fitted with glare shields in order to reduce
impact to others.
12. Recreation
a. What designated and informal recreational opportunities are in the immediate vicinity?
None.
8
0
SEPA ENVIRONMENTAL CHECKLIST
b. Would the proposed project displace any existing recreational uses? If so, describe. No.
d. Proposed measures to reduce or control impacts on recreafion, Including recreation opportunities to
be provided by the project or applicant, if any:
None.
13. Historic and Cultural Preservation
a. Are there any places Or objects listed on, or proposed for, national, state, or local preservation
registers known to be on or next to the site? If so, generally describe.
Nothing of historical significance on or adjacent to site.
b. Generally describe if any landmarks or evidence of historic, archaeological, scientific, or cultural
importance known to be on or next to the site.
Washington Mutual Building across the street.
c. Proposed measures to reduce or control impacts, if any:
None
14. Transportation
a. Identify public streets and highways serving the site, and describe proposed access to the existing
street system. Show on site plans, if any- r
Access to our site will be off ;he alley tg 4A AVe-.
- �4=� Walnut Street and 5" A ve. are the mqJor access
roads adjacent to our site. There is an existing alley bounding the north property line; we propose
accessing the alleyfor garage exiting purposes.
b. Is site currently served by public transit? If not, what is the approximate distance to the nearest
transit stop?
There are two Community Transit bus stops on 5"' Ave. to the north and south of our site.
c. How many parking spaces would the completed project have? How many would the project
eliminate?
31 underground parking stalls added, approximately 10 eliazinated.
d. Will the proposal require any new roads or street, or improvements to existing roads or streets, not
including driveways? If so, generally describe (indicate whether public or private).
No new streets are to be neededfor the project andfronta8e improvements are already in place.
e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so,
generally describe.
There will be no use of water, rail or air transportation by this project.
How many vehicular trips per day would be generated by the completed project? If known, indicate
when peak volumes would occur. 12-
Traffic Report isforth coming.
12-1
g. Proposed measures to reduce or control traysportation impacts, if any: ncts,�x,�) e-S4-V-t;,1rS
None at this time.
0,
SEPAP�NVIRONMENTAL CHECKTIST
15. Public Services
a. - Would i the project result in an increased need for public services (for example: fire protection, police
protection, health care, schools, other)? If so, generally describe.
The increase in density will result in higher detnandfroM public services such as Police and Fire
Protection.
b. Proposed measures to reduce or control direct impacts on public services, if any:
.None.
16. Utilities
a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone,
sanita[y sewer, septic system, other.
c. Describe the utilities that are proposed for the project, the utility providing the service, and the
general construction activities on the site or in the immediate vicinity which might be needed.
Die completed project will need:
Power service that will be provided through Shohontish County PUD.
Water service will be froin the City of Ednzonds.
Gasfroin Puget Sound Energy.
Phone, data and cable will befrom the standard providers in the bowl.
Garbage service will be provided by Sound Disposal.
C. Signature
The above answers are t "an ��lete to the best of my knowledge. I understand that the City of
Ednzonds is relyl��.-i m its kcision.
Signature
Date Submitted V
-5-f`Lff
q-2-7--ol
10
215
221 201
215
220
221 228 CHURCH
523 527 551
219
225 BC
iLUMBER
229 232 229
T--
20
i 1 540
306308 11 524 536
L301-- 161
239 1 —1
LUMBER 303 1 1
233 RM.-
242
247 316
1321
250 1 251 320 313 52� 601
517 55
318 L
253
317 402
PUD
263 410
325 SUB
S TA. 556 604 10
267 405 546
604
410
272 WASH.
33537 271 —MUTUAL
341 301 275
1343 0) 405 437 5th Ave S -5 1,519 529 535 545 555
318 132-0 505 520 524 1 530 6 500
1 02
404 514 515 04
417
U, 'n cn
A� I r4 506 507 1518
SOUNDVIEW 530 15�11
APT 409 !--L--- —
407 540 Y i 520
405 546 556
403 504 10 514 5724
OLYMPIC 401 550 FAMILY 550 528
303 VIEW FOODS — 518 520 540 548 538
533 548
308 610 537 539
511 EDM. to
GARDEN %n
507 564
614 531
515 516
517 706
521 1 520 616 Ell AN DR,
510 516 524 530 f.538 720
27 530 i 609
1 726
531 534 533 630 613 527
I I —] - n
0K N-qk Zoning and Vicinity Map
Aftachment I
File No. ADB-2001-29
�".? C. 1 S () �)
Date:
To:
Subject:
Transmitting
CITY OF EDMONDS GARY HAAKENSON
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 MAYOR
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
Letter of Transmittal
April 30, 2001
Environmental Review Section
Department of Ecology
PO Box 47703
Olympia, WA 98504-7703
437 5th Ave. S., Edmonds
Mitigated Determination of Nonsignificance & Environmental Checklist
For Your Information: X
As you requested:
For your file:
Comment:
Note attachments: X
Sincerely,
Diane Cunningham, Administrative Assistant
Cc: AD Shapiro Architects
Incorporated August 11, 1890
Sister Citv - Hekinan I;inAn
0
DRAINAGE REPORT
FOR
5 1h AVENUE SOUTH
BUILDING PERMIT APPLICATION
q qj sc�'�r
sui M cv-el p]
City of Edmonds, Washington
GROUP FOUR JOB No. 99-4505
RECEIVED
GR 0 UP FO UR, In c. �,Ay 14 1999
16030JUanifa- Woodinville Way NE DEVELOPMENT ESDERV1,CES
Bothell, 147A 98011 OF
FAX (206) 362-3819
(425) 775-4581 a (206) 362-4244
0
E
0
0
DRAINAGE REPORT
FOR
5 T"AVENUESOUTH
BUILDING PERMIT APPLICATION
Prepared For:
Butterfield Design Group
400 Dayton Street
Edmonds,WA 98020
(425) 775-0564
City of Edmonds, Washington
May 3, 1999
Prepared By:
Group Four, Inc.
16030 Juanita -Woodinville Way N.E.
Bothell, WA 98011
(425) 775-4581
16
TABLE OF CONTENTS
Introduction: .................................................................................................................................... I
Summaryof Results: ....................................................................................................................... 2
BasinSummaries: ........................................................................................................................... 3
Runoff Curve Number and Time of Concentration: ........................................................................ 5
Detention Pipe Design Data: ............................................................................................................. 8
PumpCalculations: ........................................................................................................................ 14
Uj
0
INTRODUCTION
The following report presents the design of a storm water detention system for the proposed office building
at 5 1h Avenue West. The project site is located the west side of 5th Avenue West, approximately 130 feet
south of Dayton Street, in the City of Edmonds.
PRE DEVELOPED SITE CONDITIONS
The site is presently developed with a vacant warehouse and paved parking lot. Runoff flows across the site
westerly from 5 1h Avenue West to an on -site storm drain system. The on -site system discharges to an 8"
storm drain pipe system in an alley adjacent to the western boundary of the site. This existing storm drain
system accepts runoff from adjacent parcels south of the project site. The system continues approximately
160 feet northward to an existing system in Dayton Street. The system continues in Dayton Street
approximately 500 feet to eventual discharge in Puget Sound.
POST DEVELOPED SITE CONDITIONS
As shown on the construction plans submitted with the building permit application, the existing warehouse
building and parking area will be replaced with a two story office building with underground parking
garage. Ai-i underground detention pipe system has been designed to control runoff from the proposed
developii-ient in accordance with current City drainage requirements. The proposed deten�jt�i pipe system
has been designed to release flows at the pre -developed rate for the 10 and I 00-year orins. The release rate
r 0
for the facility was reduced to reflect a second growth forested condition � o mreet the standard for
"redevelopment" established in the City Drainage Ordinance. The "Waterworks" program with the Santa
Barbara Unit Hydrograph (SBUH) method and Type 1A rainfall distribution was used in the design of the
proposed facility.
Control in the detention system will be provided by the following set inside of a Type I Catch Basin.
A 1 -inch diameter orifice with an outlet elevation of 186.75.
A 3-inch wide, 6-inch high notch weir at an elevation of 189.80.
0 An 8 inch diameter restrictor with an overflow elevation of 190.30.
The control structure will pump discharge from the system to a proposed catch basin in the alley adjacent to
the western boundary of the site. The catch basin will be part of a series of catch basins and 8" storm drain
pipe constructed as part of the required alley improvements.
11
(200d
9 1
9 -
0
0
SUMMARY OF RESULTS
PROPOSED DETENTION SYSTEM
Total Area of Project Site: ............................................................................................... 0.28 Acres
Total Area Tributary to Detention System (Basin No. 1): ............................................... 0.28 Acres
10YEARSTORM
Peak Discharge for Pre Developed Conditions (Retained Area), Qex: ................................ 0.03 cfs
Allowable Release Rate From Detention System, Qr = Qex: ............................................... 0.03 cfs
Peak Inflow to Detention System: ........................................................................................ 0. 11 cfis
ProposedRelease Rate: ......................................................................................................... 0.03 cfs
Design Water Surface Elevation: ............................................................................................ 188.35
Approximate Volume of Storage Provided: .......................................................................... 396 cf
100 YEAR STORM
Peak Discharge for Pre Developed Conditions (Retained Area), Qex: ................................ 0.07 cfs
Allowable Release Rate From Detention System, Qr = Qex: ................................................ 0.07 cfs
Peak Inflow to Detention System: ........................................................................................ 0. 17 cfs
ProposedRelease Rate: ......................................................................................................... 0.07 cfs
Design Water Surface Elevation: ........................................................................................... 189.88
Approximate Volume of Storage Provided: .......................................................................... 676 cf
HISTORY OF HYDROGRAPH ACTIVITY
Date of Session: 5/3/99 2:18:7 pm
LPOOL 1 "BASIN 1-10 YR STORM" Bl-EX10 Bl-DE10 ST01 C-1 1
Description
MatchQ
PeakQ
Sto
Dis
PkStg
OutQ
hyd
Volume
BASIN 1-10 YR STORM
0.03
0.11
ST01
C-1
188.35
0.03
1
395.72 cf
LPOOL 2 "BASIN 1-100
YR STORM" Bl-EX100
Bl-DE100
ST01 C-1
2
Description
MatchQ
PeakQ
Sto
Dis
PkStg
OutQ
hyd
BASIN 1-100 YR STORM
0.07
0.17
ST01
C-1
189.88
0.07
2
0 2
9 ,
0
0
0
BASIN SUMMARIES
A
0
BASIN SUMMARIES
PRE DEVELOPED CONDITIONS
BASIN ID: Bl-EX10
NAME: 13ASIN 1 - EX. 10 YEAR STORM
SBUH METHODOLOGY
TOTAL AREA .......
0.28 Acres
BASEFLOWS: 0.00 cfs
RAINFALL TYPE ....
TYPElA
PERV
IMP
PRECIPITATION ....
2.00 inches
AREA..: 0.28 Acres
0.00 Acres
TIME INTERVAL...
10.00 min
CN .... 81.00
0.00
TC .... 10.00 min
0.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.03 cfs
VOL: 0.01
Ac-ft TIME: 480 min
BASIN ID: BI-EX100
NAME: BASIN 1 - EX. 100 YEAR STORM
SBUH METHODOLOGY
TOTAL AREA .......
0.28 Acres
BASEFLOWS: 0.00 cfs
RAINFALL TYPE ....
TYPElA
PERV
IMP
PRECIPITATION ....
3.00 inches
AREA..: 0.28.Acres
0.00 Acres
TIME INTERVAL .....
10.00 min
CN .... 81.00
0.00
TC .... 10.00 min
0.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.07 cfs
VOL: 0.03
Ac-ft TIME: 480 min
BASIN SUMMARIES
POST DEVELOPED CONDITIONS
BASIN ID: Bl-DE10
NAME: 13ASIN 1 - DEV. 10 YEAR STORM
SBUH METHODOLOGY
TOTAL AREA .......
0.28 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE ....
TYPElA
PERV
IMP
PRECIPITATION.....:
2.00 inches
AREA..:
0.28 Acres
0.00 Acres
TIME INTERVAL ......
10.00 min
CN ....
98.00
0.00
TC ....
6.00 min
0.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.11 cfs
VOL: 0.04
Ac-ft TIME:
480 min
BASIN ID: Bl-DE100
NAME: 13ASIN 1 - DEV.
100 YEAR STORM
SBUH METHODOLOGY
TOTAL AREA .......
0.28 Acres
BASEFLOWS:
0.00 cfs
RAINFALL TYPE ....
TYPElA
PERV
IMP
PRECIPITATION ....
3.00 inches
AREA..:
0.28 Acres
0.00 Acres
TIME INTERVAL .....
10.00 min
CN ....
98.00
0.00
TC ....
6.00 min
0.00 min
ABSTRACTION COEFF:
0.20
PEAK RATE: 0.17 cfs
VOL: 0.07
Ac-ft TIME:
480 min
le
RUNOFF CURVE NUMBER
TIME OF CONCENTRATION
0
5TH AVENUE SOUTH
RUNOFF CURVE NUMBER CALCULATIONS
PRE DEVELOPED CONDITIONS
RETAINED AREA ,
Soil Name and
Hydrologic Soil Group
Cover Description
Runoff Curve
Number
RCN
Area
(Acres)
. A
RCN x A
Name
HSG
Alderwood
C
Wooded Areas (Second Growth)
81
0.280
22.68
1
Totals
0.280
1 22.68
Runoff Curve Number = (RCN x A) / A: .....................................................................................
Runoff Curve Number Used in Basin Calculations ......................................................................
Time of Concentration, Tc (Minutes) : ...........................................................................
POST DEVELOPED CONDITIONS
RETAINED AREA
81.00
81.00
10.00
Soil Name and
Hydrologic Soil Group
Cover Description
Runoff Curve
Number
RCN
Area
(Acres)
A
RCN x A
Name
HSG
Alderwood
C
Impervious Areas
98
0.280
27.44
1
1
1
Totals
1
1 0.280
1 27.44
Runoff Curve Number = (RCN x A) / A: .....................................................................................
Runoff Curve Number Used in Basin Calculations ......................................................................
Time of Concentration, Tc (Minutes) : ............................................................................
10.00
DetCalcAs 5/7/99
SOILS MAP
SCALE: F'= 2,000'
Reference: Soil Survey of Snohomish County
Sheet Number 56
Soil Type: Symbol 5-Alderwood Urban Land Complex, 2% to 8% Slopes
Hydrologic Soil Group C
0 7
0 0
�j
DETENTION BASIN
DESIGN DATA
6 "1
0 0
STAGE STORAGE TABLE
CUSTOM STORAGE ID No. ST01
Description: 64"x43" CMPA DETENTION PIPE
STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- > STAGE < ---- STORAGE ---- >
(ft) --- cf --- -- Ac-Ft- (ft) --- cf --- -- Ac-Ft- (ft) --- cf --- -- Ac-Ft-
186.75 0.0000 0.0000 187.70 221.00 0.0051 188.70 487.00 0.0112
186.80 9.4444 0.0002 187.80 248.40 0.0057 188.80 505.80 0.0116
186.90 28.333 0.0007 187.90 275.80 0.0063 188.90 524.60 0.0120
187.00 47.222 0.0011 188.00 303.20 0.0070 189.00 543.40 0.0125
187.10 66.111 0.0015 168.10 330.60 0.0076 189.10 562.20 0.0129
187.20 85.000 0.0020 168.20 358.00 0.0082� 189.20 581.00 0.0133
187.30 112.20 0.0026 188.30 383.80 0.0088 189.30 594.67 0.0137
167.40 139.40 0.0032 188.40 409.60 0.0094 189.40 608.33 0.0140
187.50 166.60 0.0038 188.50 435.40 0.0100 189.50 622.00 0.0143
187.60 193.80 0.0044 188.60 461.20 0.0106 189.60 635.67 0.0146
STAGE < ---- STORAGE ---- >
(ft) --- cf--- --Ac-Ft-
189.70 649.33 0.0149
189.60 663.00 0.0152
189.90 678.00 0.0156
190.00 693.00 0.01TT-
190.10 708.00 0.0163
190.20 723.00 0.0166
190.30 761.00 0.0175
190.40 762.00 0.0175
190.50 763.00 0.0175
1 ul,-�
& i -0 0 0
0
0
STAGE DISCHARGE TABLES
COMBINATION DISCHARGE ID No. C-1
Description: CONTROL STRUCTURE -BASIN 1
Structure: 0-1 Structure:
Structure: N-1 Structure:
Structure: R-1
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
----------------
1 86.75
0.0000
187.70
0.0264
188.70
0.0379
189.70
0.0466
186.80
186.90
0.0061
0.0105
187.80
187.90
0.0278
0.0291
188.80
188.90
0.0389
0.0398
189.80
189.90
0.0474
0.0720
187.00
0.0136
188.00
0.0303
189.00
0.0407
190.00
0.1108
187.10
0.0161
188.10
0.0315
189.10
0.0416
190.10
0.1530
187.20
0.0182
188.20
0.0327
189.20
0.0425
190.20
0.1933
187.30
0.0201
188.30
0.0338
189.30
0.0433
190.30
0.2280
187.40
0.0219
188.40
0.0349
189.40
0.0442
190.40
0.7857
187.50
0.0235
188.50
0.0359
189.50
0.0450
190.50
1.0208
187.60
0.0250
188.60
0.0369
189.60
0.0458
MULTIPLE ORIFICE ID No. 0-1 (USED TO DEVELOP COMBINATION DISCHARGE C-1)
Description: CONTROL ORIFICE - BASIN 1
Outlet Elev: 186.75
Elev: 184.75 ft Orifice Diameter: 1.0000 in.
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE --- >
STAGE
<--DISCHARGE-->
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- CfS -- -------
(ft)
--- cfs--
186.75
0.0000
187.70
0.0264
188.70
0.0379
189.70
0.0466
166.80
186.90
0.0061
0.0105
187.80
187.90
0.0278
0.0291
188.80
188.90
0.0389
0.0398
189.80
189.90
0.0474
0.0482
187.00
0.0136
188.00
0.0303
189.00
0.0407
190.00
0.0489
187.10
0.0161
188.10
0.0315
189.10
0.0416
190.10
0.0497
187.20
0.018"
188.20
0.0327
189.20
0.0425
190.20
0.0504
187.30
0.0201
188.30
0.0338
189.30
0.0433
190.30
0.0511
187.40
0.0219
188.40
0.0349
189.40
0.0442
190.40
0.0518
187.50
0.0235
188.50
0.0359
189.50
0.0450
190.50
0.0526
187.60
0.0250
188.60
0.0369
189.60
0.0458
NOTCH WEIR ID No. N-1 (USED TO DEVELOP COMBINATION DISCHARGE C-1)
Description: CONTROL STRUCTURE -BASIN 1
Weir Length: 0.2500 ft. Weir height (p): 3.0500 ft.
Elevation : 189.80 ft. Weir Increm: 0.10
STAGE <--DISCHARGE --- >
STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- >
STAGE <--DISCHARGE --- >
(ft) --- CfS -- -------
(ft) --- CfS --
------- (ft) --- CfS -- -------
(ft) --- CfS -- -------
189.80 0.0000
190.00 0.0619
190.20 0.1429
190.40 0.2023
189.90 0.0239
190.10 0.1033
190.30 0.1769
190.50 0.2166
RISER DISCHARGE
ID No. R-1
(USED TO DEVELOP COMBINATION DIS ARGE C-1)
Description: OVERFLOW RISER -BASIN
1
Riser Diameter (in):
8.00
elev: 190.30 ft
Weir,Coefficient ...
9.739
height: 190M ft
Orif Coefficient ...
3.782
increm: 0.10 ft
STAGE <--DISCHARGE --- >
STAGE <--DISCHARGE --- > STAGE <--DISCHARGE --- >
STAGE <--DISCHARGE --- >
(ft) --- CfS -- -------
(ft) --- CfS --
------- (ft) --- CfS -- -------
(ft) --- CfS -- -------
190.30 0.0000
190.30 0.0000
190.40 0.5315
190.50 0.7517
0 10
0
0
0
DETENTION BASIN NO. I - POST -DEVELOPED CONDITIONS
Water
Surface
Elevation
Catch Basin
Volume
(CF)
CNTA
Volume
(CF)
Total
Volume
(CF)
Orifice I
Head
(Fcet)
Orifice I
Outflow
(CFS)
Weir I
Head
(Feet)
Weir I
Coefficient
Weir 2
Outflow
(CFS)
Restrictor
Head
(Feet)
Restrictor
Outflow
(CFS)
Total
Outflow
(CFS)
186.75
0.00
0.00
0.00
0.00
0.0000
0.00
0.00
0.0000
0.00
0.0000
0.0000
I
187.20
3.30
81.50
85.00
0.45
0.0182
-
0.00
0.00
0.0000
0.00
0.0000
0.0182
187.70
6.97
214.00
221.00
0.95
0.0264
0.00
0.00
0.0000
0.00
0.0000
0.0264
188.20
10.63
347.50
358.00
1.45
0.0327
0.00
0.00
0.0000
0.00
0.0000
0.0327
188.70
14.30
473.00
487.00
1.95
0.0379
0.00
0.00
0.0000
0.00
0.0000
0.0379
189.20
17.97
563.50
581.00
2.45
0.0425
0.00
0.00
0.0000
0.00
0.0000
0.0425
189.80
22.37
641.00
663.00
3.05
0.0474
0.00
3.27
0.0000
0.00
0.0000
0.0474
190.20
25.30
697.50
723.00
3.45
0,0504
0.40
3.32
0.1429
0.00
0.0000
0.1933
190.30
26.03
735.00
761.00
3.55
0.0511
0.50
3.34
0.1769
0.00
0.0000
0.2280
190.50
27.50
1 735.00
763.00
3.75
0.0526
0.70
3.36
1 0.2166
0.20
0.5593
0.8284JI
DetCalc.xls,,
I I
5/7/99
0
0
0
40
GOVERNING EOUATIONS:
Detention PiDe
Size of Detention Pipe: ............................................. ..... 64"X43" CMPA
Length of Detention Pipe, Lp (Feet): ..............................................
50.00
Number of Detention Pipes, Np: ....................................................
1.00
Height of Detention Pipe, Hp (Feet): ..............................................
3.58
Invert of Detention Pipe at Downstream Catch Basin: ....................
186.75
Slope of Detention Pipe, Sp (ft/ft): ................................................
0.0050
Area of Catch Basin, Ab (Feet): ....................................................
3.67
Number of Catch Basms: ..............................................................
2.00
Low Flow Orifice No. I
Q = c x A x (64.4 x orifice head)A0 .5
Orifice Coefficient, c: .................................................................... 0.62
Diameter of Low Flow Orifice (Inches): ........................................ 1.000
Orifice Area, A (Square Feet): ....................................................... 0.0055
Invert of Low Flow Orifice: ........................................................... 186.75
Low Flow Weir No. I
Q = CwxLwxH WAl .5
Weir Coefficient, Cw: ..................................................
3.27+0.4Hw/Pw
Head on Wier, Hw: ....................................
WS Elev - Weir Elev.
Height of Weir, Pw: ............................................
WS Elev - Orifice hiv.
Length of Weir, Lw (Feet): ............................................................
0.25
Elevation of Weir: .........................................................................
189.80
DetCalc.xls 12
5/7/99
R
Pi
0
0
Overflow Restrictor (Weir Flow)
Q = 9.379 x D x (restrictor head)AI .5
Elevation of Overflow Restrictor: .................................................. 190.30
Diameter of Overflow Restrictor, D (Inches): ................................ 8.00
Transition Elevation (elevation at which
flow over riser changes from weir flow to orifice flow): ........... 190.60
Overflow Restrictor (Orifice Flow)
Q = 3.782 x D A 2 x (restrictor head)A0 .5
Elevation of Overflow Restrictor: .................................................. 190.30
Diwiieter of Overflow Restrictor, D (Inches): ................................ 8.00
Transition Elevation (elevation at which
flow over riser changes from weir flow to orifice flow): ........... 190.60
DetCalc.xls 13
5/7/99
Z.
0
PUMP CALCULATIONS
14
0 '
0
0
5TH AVENUE SOUTH
PUMP DESIGN CALCULATIONS
FOR DETENTION PIPE DISCHARGE
Basis of Calculation
The pump has been designed to safely handle the undetained peak
discharge from the detention pipe system.
Total Dynamic Head, TDH, (Feet): .............................................
15.08
TDH = Hs + Hhv + Hf + Hp
Elevation Head, Hs (Feet) = Outfall Elevation - W.S. Elevation: .........
8.20
Hs = Outfall Elevation - W.S. Elevation:
Outfall Elevation: ......................................................
j-2,260
W.S. Elevation in Wet Well: ..........................................
184.40,
Minor Losses in Pump Discharge Assembly, Hhv (Feet): ............... .
2-Q-O -
Total Friction Loss Through The Force Main, Hf (Feet): ..................
4.88
Hf = Hfp + Hff
Friction Loss Through Pipe, Hfp: ....................................
1.88
Hfp = (0.00095 x L x QAJ.85) / D A 4.87
Length of Force Main, L (Feet): ....................................
19.00
Peak Flow in Force Main, Q (gpm): ..............................
76.30
Q = Peak 100 Year Inflow to Detention Pipe
Q = 0.17 cfs x 7.48 gal/cf x 60 sec/min t�—
Diameter of Force Main, D (inches): ..............................
2.00
Friction Loss Through Fittings, Hff: .................................
.3.00
Pressure Head in the Receiving Main, Hp (Feet) ...........................
0.00
Pump Selected: Hydromatic SPD50H or Equal (See Attached Pump Curve)
DetCalc.xls 15 5/7/99
1 0
0 0
Z-11-,
Typi(al.Appli(olion*
Effluent and Dewafering
to 112 GPM (7.1 I/s)
Heods-10
50 It (15.2 m)
Electrical
115V, To, 14FIA, 60Hz; 230V, To, 7.OFLA, 60Hz
2OOV, 3o, 3.6FLA, 60Hz; 230V, 3a, 3.5FLA, 60Hz
460V, 3o, 1.8FLA, 60Hz; 575V, 3o, 1.6FLA, 60Hz
Wakc�r_Isingle"
phase) - I/2HP S plit ph ase w/solid state
switch, start capacitor and thermal overload
protection, 3450 RPM; (three phase) - 1/2HP
polyphose, 3450 RPM
Minimum Recommended
Simplex 24' (609.6mm)
Sump Diameter
Duplex 36" (914.4mm)
Aul6ali( operation--
Diaphragm pressure switch isin"gie phase only)
(manual available)
)Wo_ter�a_1soFcoWs_tru6�i_n
Oass 30 cost iron
Impeller
(loss 30 cost iron, two vane non -(log
Discharge Size
2" (50.11mm); 3" (76.2mm) optional
Solids handling_.3/4"
(119.1
Power card
I a (without seal failure probe) -
10' , SJ1W, STW-A(?O' optional);
10 (with seal failure probe) & 3o - 20', STVA
'Superior features
* Two (2) (arbon/(erami( type 21
mechanical seals mounted in tandem
• Oil filled motor w/aulonnoti( reset thermal
overload for maximum protection
• Upper & lower ball bearing (onsirudion
• Piggy -back plug available for easy
maintenance and replacement (automatic models only)
• Seat failure probe warns of seal leak (optional)
• capacitor start for increased starting torque
18
60
12-
40
6
20
CD
0___
0
Capacity-U.S.
G.P.M.
Typical Application'
Effluent and Dewalering
(opacities
to 140 GPM (8.8 I/s)
Heads
to65fl(19.8m)__
fledrical
----- ----- ----
230V, I a, 9.7FLA, 60Hz; 20OV, 3o, 5.5fLA, 60flz
230V, 3o, 4.OFLA, 60Hz;
460V, 3o, 73FLA, 60Hz; 575V, 3o, 2.5FLA, 60Hz
Motor
(single phase) - I HP Split phase w/solid stale switch, start
capacitor and thermal overload ptoledion, 3450 RPM;
(three phase) - I HP polyphose, 3450 RPM
Minimum Recommended
Simplex 24" (609.6mm)
Sump Diameter
Duplex 36' (914.4mm)
Automatic Operation
Wide-angle float switch (single phase only)
(manual available)
Materials of construction
(loss 30 cost iron
Impeller
(loss 30 cast iron, two vane non -dog
Discharge Size
2" (50.8mm); 3" (76.2mm) optional
Solids handling
3/4" (19.1
Power card
I a (without seal failure probe) - 20' STW-A;
I a (with seal failure probe) & 3o - 20', STVA
Superior Features
* Two (2) (arbon/(erami( type 21 mechanical seals
mounted in tandem
• Oil filled motor w/automali( reset thermal overload for
maximum proledion
• Upper & lower boll bearing construction
• Piggy -back plug available for easy maintenance and
replacement (automatic models only)
• Seal failure probe warns of seal leak (optional)
• capacitor start for increased starting torque , . .,
SPD100H
SPD50H
0 20 40 60 80 100 120 140
Liters/Second 0
0
0
5TH AVENUE SOUTH
PUMP DESIGN CALCULATIONS
FOR FLOOR DRAIN DISCHARGE
Basis of Calculation
The pump has been designed to safely handle minimum peak
discharge from the floor drain system.
Total Dynamic Head, TDH, (Feet): .............................................
7.61
TDH = Hs + Hhv + Hf + Hp
Elevation Head, Hs (Feet) = Outfall Elevation - W.S. Elevation: .........
5.10
Hs = Outfall Elevation - W.S. Elevation:
Outfall Elevation: ......................................................
189.50
W.S. Elevation in Wet Well: ..........................................
184.40
Minor Losses in Pump Discharge Assembly, Hhv (Feet): ...............
1.00
Total Friction Loss Through The Force Main, Hf (Feet): ..................
1.51
Hf = Hfp + Hff
Friction Loss Through Pipe, Hfp: ....................................
0.01
Hfp = (0.00095 x L x QAJ.85) / D A 4.87
Length of Force Main, L (Feet): ....................................
13.00
Peak Flow in Force Main, Q (gpm): ..............................
5.00
Diameter of Force Main, D (Inches): ..............................
2.00
Friction Loss Through Fittings, Hff: .................................
1.50
Pressure Head in the Receiving Main, Hp (Feet) ...........................
0.00
Pump Selected: Hydromatic W25 or Equal (See Attached Pump Curve)
DetCalc.xls 16
0
5/7/99
0 -
9
or
, Aw.
a
Typi(al Appli(olion'
Sump/Efflueni pump
(apadlies
to 44 GPM (2.8 I/s)
Ileads
to 24 11 (7.3 m)
Ele(fri(al
115V, to, 8.OF9,_6fiz__
Motor
1/4 HP shaded Fole _w/lherm-al overload 1550 RPM
Minimum Recommended
Sump Diameter
D25 = 12" (304.8mm)
W25 = 18"(457 mm)
Automatic Operation
W = Wide angle flool switch
D = Diaphragm pressure switch
Materials of Construdion
(asl iron and engineered Ihermoplosli(
Impeller
Thermoplastic vortex
Discharge Size
V 1/2" NPI (38.1 mm)
Solids handling
1/2" (12.8 mm)
Power (old
10' , SJTW, (20' opt ionol)
Superior Features
* (arbon/(eFamic mechanical seal
- Oil filled motor w/culomati( resel
thermal overload
* Uses single tow ball bearing construction
* Piggy -back plug available for easy maintenance
and replacement
0
nromise
9 T - 30
6 !L =
3 1 21
4 1."
'41
Typi(al Application'
V25 & V25-YS
Sump/Ifflueni pump
(apadlies
to 44 GPM (2.8 IN
Ileads
to 24 It (7.3 m)
Iledti(ol
I I 5V, I a, 8.OFLA, 60Hz
Motor
1/4 HP shaded pole w/fhermal overload 1550 RPM
Minimum Recommended
Sump Diameter
V25 = 12" (304.8mm)
Automatic Operation
V = Vertical flool swil(h
YS = Single (ord
Materials of (onsiruction
(asf iron and engineered ihermoplasti(
Impeller
Thermoplastic vortex
Dis(harge Size
1-1/2" NPI (38.1mm)
Solids handling
1/2" (12.8 mm)
Power (ord
10' , SJTW, (20' oplional)
Superior Features
* (arbon/(efami( mechanical seal
• Oil filled motor w/oulomofic reset
thermal overload
• Uses single row ball bearing construction
• Figgy-bo(k plug available for easy maintenance
and replacement
20
10
W/025,
V25
01- 0
(opacity-U.S. G.P.M. 10
Lilers/Second 0
20 30 40 50
1 2 3
0
0
STREET USE PERMIT APPLICATION
NAME OF APPLICANT:
NAME OF BUSINESS:
MAILING ADDRESS: 59AOCo c0A �112)3
CONTACT PERSOfa NE NUMBER: ;:M4.
) 5 q 2-- 1
ADDRESSf IC USE: 7 S4N As-P, IE�Nlot-o,,stsl WA '�8'0 Z�c
Describe the public place or portion of public space to be utilized:
Attach a plot plan.
Specify tile type of use
vested right is granted.
INIDEN4NITY: The applicant understands and by his/her signature to this application, agrees to hold the
City -of Edmonds harmless from any injuries, damages or claims of any kind or descn' * n whatsoever,
foreseen or unforeseen, that may be made against the applicant or the City of EdnamidS any of its
departments or employees, including but not limited to the defense or any I a, ngs includi�g
defense costs, court costs, and attorney fees by reason of granting this VA it n, the ap�lication
understands that the City sliall be provided a Certificate of Ins emnity and hold harmless the
City of Edmonds from all claims and/or property damage n the City of Edmonds as an
additional insured.
CODE APPLICATION: By sign i ng the application below the applicant war rants that s/he has read or
had the opportunity to read Chapter 18 of the Edmonds Community Development Code and s/he
understands that all-tcrms of the adopted ordinance are incorporated herein as if set forth in full and this
application and permits thejzkre are subject to the terms of that Chapter.
SIGNATURE
DATE
0 . 0
SIGNATURE OF APPROVAL FROM ABUTTING PROPERTY OWNERS
When applicable, if the street use proposal d.irect.ly impacts any.adj4ccnt business or private property
owner the applicant must obtain written approval from the. affected pahies. This requirement is evaluated
by City Staff after the initial submittal of the application."
Signature.,
Signature
Signature
Address-.,.
—Address
Address
Signature Address
DO NOT WRITE BELOW THIS LINE ... FOR CITY USE ONLY
Planning Division Review: ADBA qlq- 9 /7-
Approved B DaW
Public Works Review: Approved By —Date 3 —'q,4
ew: A
Fire Department Revi pproved By_ 'Da e
Police Department Review: A p p r ove-d IB L Laa t e
Engineering Division Review: Certificate of Insurance Verified i5k.1 y
I ��I" -
Bond Required AmountS IIAI
Permit Approved fpjr Ipsuance By
Dated
Remarks or
Comments:
j,
PERMIT # 91�-Pl
DATE OF ISSUANCE_A&-7/
RELEASED BY -RECEIPT
-0
0
_ -- __--~-=.='o^m^~ y
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--
/
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2 CAR
CONCRETE PARKING GARAGE
SINGLE/
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RESIDENCEI STORY
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38'
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WALNUT ST,
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LETTERS ARE WHITE 3COTCHCAL VYN.AL [UR-APHICS INFO
-J �-
0
0 0
CITY OF EDMONDS,
250 5TH AVENUE NORTH - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works 9 Planning o Parks and Recreation e Engineering
May 19, 1997
Raoul Rivera
H & R Block
20013 Aurora Ave. N.
Seattle, WA 98133
Re: Street Use Renewal Fee Permit #94-14
BARBARA FAHEY
MAYOR
As required by City Ordinance #2972, Street Use permit renewal fees are now
collected every three years instead of yearly. The first effective billing date was l/l/96
however, due to staff shortages, the City was unable to send out this billing for the
period 1/96 to 1/99. . Please remit renewal fees in the amount of $25.00 to the City of
Edmonds, c/o Building Division, Permit Specialist, 250 5th Avenue North, Edmonds,
Washington 98020 within 15 days date of this letter.
If this permit is no longer applicable i.e., you no longer utilize that portion of the City
right-of-way granted under the street use permit; please notify the Building Division in
writing so that we may cancel the permit. As permit holder it is your responsibility to
inspect the permitted use for safety hazards on a yearly basis.
Note, with the payment please include a current Certificate of Insurance since the
insurance policy on file with the City has expired on 1/25/95.
If you have any questions please feel free to call me at 771-0220.
Thank you,
if
Vivienne Myers
Permit Specialist
Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
AGbOltil. CERTIFICA* OF INSURAN-PE DATE (MMIDDIYY)
6-7-94
PRODUCER
44
THIS CERTIFICATE IS MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
SEA WEST INSURANCE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
512-5th ave South Ste 2
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Edmonds, Wa 98020
COMPANIES AFFORDING COVERAGE
COMPANY
2-0-6-- 6-7-2=-8-8-L3
A CIGN RTY & CASUALTY
, -A P RaREJ-
INSURED
COMPANY
RAOUL RIVERA DBA
B
COMPANY
C
H & R BLOCK
437 5TH AVE SOUTH 2
COMPANY
D
EDMONDS, WA 98020
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
Co
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (MMODNY)
POLICY EXPIRATION
DATE (MMlOD/YY)
LIMITS
GENERAL
LIABILITY
GENERAL AGGREGATE
s
-2-,-0-0-0-,-0-0-0-
PRODUCTS-COMP/OP AGG
$?__0_0_0_0_4_0_0_0_.
COMMERCIAL GENERAL LIABILITY
D 2 8 9 4 4 6 9 A
1-25-94
1-25-95
CLAIMS MADE [—] OCCUR
PERSONAL & ADV INJURY
$1 f_0_0_0_,_0_0_0_
EACH OCCURRENCE
$1 1-0-0-01-0-0-0—
OWNER'S & CONT PROT
FIRE DAMAGE (Any one fire)
$ _5_0_
-0----
MED EXP (Any one person)
$ 00
AUTOMOBILE
LIABILITY
COMBINED SINGLE LIMIT
$
ANY AUTO
BODILY INJURY
(Per person)
$
ALL OWNED AUTOS
SCHEDULED AUTOS
RFcFivF.D
BODILY INJURY
(Per accident)
$
HIRED AUTOS
NON -OWNED AUTOS
JUN 0 7 1994
PROPERTY DAMAGE
$
PERMIT COUNTER
G GARAGE LIABILITY
AI
AUTO ONLY - EA ACCIDENT
$
OTHER THAN AUTO ONLY:
ANY AUTO
EACH ACCIDENT
AGGREGATE
EXCESS LIABILITY
EACH OCCURRENCE
$
AGGREGATE
$
UMBRELLA FORM
$
OTHER THAN UMBRELLA FORM
WORKERS COMPENSATION AND
LIMITS
EMPLOYERS'LIABILITY
EACH ACCIDENT
$
THE PROPRIETOR/ INCL
PARTNERS[EXECUTIVE
FIEXCL
DISEASE - POLICY LIMIT
$
DISEASE - EACH EMPLOYEE
$
OFFICERS ARE.
OTHER
I
I
DESCRIPTION OF OPERATIONS/LOCA71ONSfVEHICLESISPECIAL ITEMS
IT IS UNDERSTOOD AND AGREED THAT THE
CITY OF EDMONDS IS NAMED AS AN
ADDITIONAL INSURED.
-d-Ekfi4dA—TE k OL, D E 9-
--C A-- N--C-E L"L-A-Tl 0-- -N-
CITY OF EDMONDS
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
BUILDING DIVISION
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
250-5TH AVENUE NORTH
3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
EDMONDSf WASHINGTON 98020
BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
ACORD 25-S (3/93)
AUTHOLW��@ ;777 ATI
ACORD CORPORA71ON 1993
A —3 A? NE 1/4, SECTION 26, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. 4M
ENGINI-F
1. 1. - ...
Ell- ERIM
Z - --- - --- - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 11
BECK LANE
- - - - - - - - - - - - - - - - - -
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F.F.E. = 65.5
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APPROVED FOR CONSTRUCTION
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C4.1
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6' CONC, CURB BEHIND SW
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0+-
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
*01 PHONE: (425) 771-0220 - FAX: (425) 771-0221
67'. 1 g 91J "Ifftflif
STATUS: APPROVED ENG20130230
Permit Number: ENG20130230
Address of Public Use/Encroachment:-4-3-7 5TH AVE S, EDMONDS
PROPERTY OWNER BUSINESS OWNER
MACGREGOR BUILDING OPUS BANK
16550 76TH AVE W 2828 COLBY AVE
EDMONDS, WA 98026-4917 EVERETT, N�A 98201
STREET USE/ENCROACHMENT
ARCHITECTURAL AWNINGS, HANDRAILS
STREET USE. Placement of any temporary or movable objects in any portion ofpublic space or, City right-of-way shall
meet all code requirements as setforth in thefollowing chapters of the Edmonds Community Development Code.
ENCROACHMENT. Permanent structures encroaching upon any portion ofpublic space, City right-gf-way or
easement area shall meet all Code, Requirements as setforth in the following chapter of the Edmonds Community
Development Code.
CODE APPLICA TION.- Chapter 18.70, 17.65, and 17.70.040 of the Edmonds Community Development Code. All terms
of the adopted ordinance are incorporated herein as ifsetforth in full and this permit therefore is subject to the terms of
those chapters.
FOR THE TERM IN WHICH THIS PUBLIC LISEIENCROACHMENTIS IN EFFECT, THE OWNER SHALL COMPL Y WITH
THE PERMIT CONDITIONS SET FOR TH B Y THIS PERMIT.
NOTE. The issuance of this permit is understood by the owner to be of a temporary nature, shall vest no permanent right
and shall be issued and may in any case he revoked at the sole discretion of the City per ECDC 18.70.040. Applicant is
responsible to provide a copy of the insurance certificate to the City at the beginning of each calendar year, no later
than the 21st day of January.
INDEADVITY. The Applicant understands and agrees to hold the City of Edmonds harmlessftom any injuries, damages
or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the applicant or the
City ofEdmonds, or any of its departments or employees, including but not limited to the defense ofany legal
proceedings including defense costs, court cost, and attorneyfees by reason ofgranting this permit. In addition, the
applicant understands that helshe shall provide and continually maintain during the term of the permit a ceritificdte of
insurance naming the city as an additional insured, with respect to liability, andproviding that it shall be primary as to
any other policy of insurance.
THIS APPLICATION IS NOT A PERNITT UNTIL SIGNED BY THE CITY ENGINEER OR HISMER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN
SPACE PROVIDED.
Printed: Wednesday. Anril 17. 2013
R FILE COPY R INSPECTOR COPY F-1 APPLICANT COPY
STATUS: APPROVED ENG20130230
I CONDITIONS
0 k
• 'The p�6posal will not adversely impact public space open to vehicular or pedestrian travel.
0 ArAit`6ctural Design Board Approval has been granted or the process has been administratively
approved.
• The proposal will not unreasonably interfere with the rights of the public.
• The proposal either benefits the public interest, safety or convenience (e.g., supports or protects the city
street) of is an accessory structure such as fence normally associated with residential use of the property
as fully complies with the requirements of criteria above.
• Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per
City standards that is caused by or occ ' urs during the permitted project.
• Sound/Noise originating from temporary construction sites as a result of construction activity are exempt
from the noise limits of ECC Chapter., 5.30 only during the hours of 7:00am to 6:00pm on weekdays and
10:00arn and 6:00prn on Saturdays, excluding Sundays and Federal Holidays. At all other times the
noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30,
unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, 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 fo this
permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any
City ordinance not limit in any way the City's ability to enforce any ordinance provision.
I INSPECTIONS
0 None
N,l,ACGRF(X)R. PTACE. CONT)ONINTINIUN4
1,'4 SW .21 14. PaF 'ZN - ' C �
0, 0-vl)5, Zp' COUWY. YO_-17 11
I s
17
m
4: i
b
POO
NAVD -N YEF%T!0�� Cokyulof
RECEIVED
JUL 0 1 2011
PAR NT
BUILDING DE TME
CJTY OF EDMONDS
ExHisrr LR2 GARAGE I C '7,E
T Cil r. -J W At, Lrr 5 T
tv rw-
77
-7
SU*RVV"V co:-Nw'lANv!l
CONDOMINIUM SURVEY
MAP & PLANS
V, "a. -
5-1
INDEX
SOT
/7 2- b -OZ 0Aa,- /� a-rIl-e5--r
16a11'VW6 ��Ioollzl-,ed
STREET USE PERMIT APPLICATION
Date Received c:�7-6_-93
Date Issued �7-"
Permit No. 9F 3 -CA
Name of Applicant or Business: OWN A101L.F_A'Ek9 _7�3uk.4kec_al F1_14'f11V&11&_
_5'e'.0 �//c
'e-5
Mailing Address: .437 6 * 11XE So. Telephone No: 7 71 - 710 0
Address of Public Use:_457 .5 `?� -1111E ac., Ecl�W-D'VJ'5 Ida, wo2z
1. DESCRIBE THE PUBLIC PLACE OR PORTION OF PUBLIC PLACE TO BE UTILIZED:
ACQ AJ / AJ Q a ele 0 I'd e WA 1, I�V I-'_RQ1V7
*—Attach an appropriate plot plan or elevation view. —,rhe 4D&
_IYW 5 9
7 o Olt- llwwlAl��
2. SPECIFY THE TYPE OF USE DESIRED:
C 0 a Clew
"A) ad y C 7r
0 /Us
3. SPECIFY LENGTH OF TIME FOR US�Ka'l 1'g-la2l- -Sryles - ee'-Ilxwel-
,(7. .r
The issuance of this permit is understood by the applicant to be of a
temporary nature and that no vested right is granted.
INDEMNITY: The applicant understands and by his signature to this
application, agrees to hold the City of Edmonds harmless from any
injuri.es, damages or claims of any kind or description whatsoever,
foreseen or unforeseen, that may be made against the applicant or the
City of Ed ' monds, or any of its de�partments Or employees, including but
not limited to the defense or any legal proceedings'including defense
costs, court.costs, and -attorney fees by reason of granting this
permit. In addition'the appli6ant understands that the City shall be
provided a certificate of insurance.to indemnity and hold harmless the
City of Edmonds from all claims and/or property damage, and naming the
City of Edmonds as an additional insured.
CODE APPLICATION:
By signing the application below the applicant warrants that s/he has
read or had the opportunity to read Chapter 18 of the Edmonds Community
Development Code, and s/he understands that all terms of that Ordinance
are incorporated herein as if set forth in full and this application
and permit therefore are subject to the terms of that -Chapter.
RECEIVED
�a4tc 5�_JA
Appftcan -Signature Date FEB U8 1993
Page 6 of 8 1/89 EDMONDS FIRE DEP�L
Street Use,Permit Application
Page Two 141
SIGNATURE OF APPROVAL FROM ABUTTING PROPERTY OWNERS
When applicable; if the street.use proposal is for utilization of City
right-of-way that may directly impact any'adjacent business or private
property owners, the applicant shall obtain written approval from the
neighbors. (This requirement will be eval-uated by the City after
initial submittal of the permit has been made by the applicant.)
SIGNATURE PRINTED NAME ADDRESS DATE
Joe's
DO NOT WRITE BELOW THIS LINE FOR CITY USE ONLY
City Council Approval Date A11,27 ADB Approval Date
Certificate Of Insurance Posted,:� V7-0 Bond Required
SIGNATURES OF PERMIT APPROVAL' FOR ISSUANCE
Fire Department
Police Department
Engineering Dept
Date q��
Da te, --q-3
Date_ 9S
Building Official e� Date Z-11 -?J? -,
Publ i c Works J�X� —Date -?-- 1() -13
REMARKS/COMMENTS:
I
PERMIT NO. 9,3 — c;� DATE OF ISSUANCE --Z -17- 9-3
RELEASED Ba-2Zo- RECEIPT NO. IJ6 / 7 9
BUILDING PERMIT NO. 4)
Page 7 of 8
1/89
t :
CITY OF EDMONDS BARBARA FAHEY
MAYOR
250 5TH AVENUE NORTH EDMONDS, WA 98020 J206) 771-0220 FAIX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works * Planning e Parks and Recreation Engineering
May 19, 1997 460
Van Hollebeke Insurance & Financial Services
437 5th Ave. S
Edmonds, WA. 98020
Re: Street Use Renewal Fee Permit #93-2
As required by City Ordinance #2972, Street. Use permit renewal. fees are now
collected every three years instead of yearly.. The first effective billing date was l/l/96
however, due to staff shortages, the City was unable to send out this billing for the
period 1/96 to 1/99. Please remit renewal fees in the amount of $25.00 to the City of
Edmonds, c/o Building Division, Permit Specialist, 250 5th Avenue North, Edmonds,
Washington 98020 within 15 days date of this letter.
If this permit is no longer applicable i.e., you no longer utilize that portion of the City
right-of-way granted under the street use permit; please notify the Building Division in
writing so that we may cancel the permit. As permit holder it is your responsibility to
inspect the permitted use for safety hazards on a yearly basis.
Note, with the payment please include a current Certificate of Insurance since the
insurance policy on file with the City has expired on 2/10/93.
If you have any questions please feel free to call me at 771-0220.
Thank you,
Vivienne Myers
Permit Specialist
9 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
JAN 22 '98 10:06 THE
HENRY AGENCY
A OR
THE MENRY AGENCY
INSURAWCE
437 STH AVE S
IrDMONDS
WA 99020
3 VAN HOLLEBEKE
T)14A V" HOLLE52KE
INS & FIN WLKV
4 3 7 ST11 AVE 9
D MS
E Mot
WA 98020
0
P. 1/1
2-9A
UW AS A I In ur uw(MUMN
THIS (MMOATE R RMS AS A40 I left
OILY AM COOPS NO Rm TS UPON THE CIR70001�
W"Ek TWs coyMATE OW NOT AMILMD, W= OR
ALTM THE COVMAK finMWAV THR POLIC" "D*-
COMPAKV
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OWN iiA "1 -1 " A V POLIO PMOO
V
F.WFINIM.R: �;
Twis is TO CFjMFV JHAT TWF PnUCM (k INSURANCE LISM BELOW mAvE G= r-WED TO THE NSURED NAW41 AKWE FOR t y
T MENT WITH REV= 70 WW1041HIS
jKnL^ = To ALL THF TFAMS,
,ATED, NDIMIlibl'ApaM ANY FMIJIREMENT. TERM On CONDMON OF AMV CONTRAC CH r$l'HZp OMU
QejMFr (fi K-" ES = [BED 11CAM JS 81JEW
.ATE MAy Be 133UED Op MAY PERTAJN, THE INSURANCE AFMADBI Ky fl' 01 CH
E=UBIONS AND CONNTI" OF SUCH POUCES- LIMIsS SHI'MN MAY HAVE BEEN IREDUCED Dy PAID..CWMS.
ev LAWTN9 PoLky OMMOM
60 riN OF INORMACE KXJGY h OA7E 0"W" DA72 OUM"
LTA
Co&k#L
A C4Wft-h"NE FOW SP4045061 12-22-97112-9.12-98 SWILY MAW AW S
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9q=PWU OF nXKATMKUJXAY&4&%WKLZ=W" MW
CITY OF ED14ONDS IS NAMED AS AN ADDITOWAL INSURED AS RESPECTS TO THE XWNING
FnRYA SP0404
&MPAD OWN OF -n If AMM OMPSED P&JMr J3E CANL":U" 8WO' Ito
crvy OF EDMONDS owturaN cAm THwwp. '(w mum =-- w" " ' vA#
-4& 004, MUM writz -M ra OWYWATE NMW WMD'M M 6M-
121 5TH AVE N air FAum ic) w& WON MO= Owl INIMM w 00�"7" OR I ami."Y
EDMONDS, WA 98020
WE 06~. ITS AIM18 OR RCpR9W.WATr9t
4
r-
L
ACOW
, CERTIFICAiT. OF
DATE (MMO/M
AWCE
LIABIL&Y INSUR 01-22-98
PRODUCER
THE HENRY AGENCY - INSURANCE
37 5TH AVE S
DMONDS WA 98020
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CER71FICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
-- COMPANIES AFFORDING COVERAGE
C MP
A SAFECO
VAN HOLLEBEKE
DBA VAN HOLLEBEKE INS & FIN SERV
COMPANY
B
437 5TH AVE S
EDMONDS WA 98020
COMPANY
C
--
COMPANY
D
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, N01WITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO
LTR
TYPE OF INSURANC E
POLICY NUMBER
POLICY EFFECTIVE
DATE (MM)DO" -
POLICY EXPIRATION
DATE (&ft?DDNY), -
LIMITS
GENERAL
LIABILITY
BODILY INJURY OCC
$
BODILY 114JURY AGG
$
A
COMPREHENSIVE FORM
SP4045061
12-22-97
12-22-98
_
A
PREMISES/OPERATIONS
PROPERTY DAMAGE OCC
$
UNDERGROUND
EXPLOSION & COLLAPSE HAZARD
PROPERTY DAMAGE AGG
$
A
PRODUCTS/COMPLETED OPER
81 & PD COMBINED OCC
$ 1,000,00
A
CONTRACTUAL
INDEPENDENT CONTRACTORS
BI & PD COMBINED AGG
$ 2F000'Q0-0
PERSONAL INJURY AGG
$ 1,000,00
BROAD FORM PROPERTY DAMAGE
PERSONAL INJURY
AUTOMOBILE
LIABILITY
ANY AUTO
BODILY INJURY
(Per person)
ALL OWNED AUTOS (Private Pass)
ALL OWNED AUTOS
(Other than Private Passenger)
BODILY INJURY
(Per accident)
S
HIRED AUTOS
PROPERTY DAMAGE
$
NON -OWNED AUTOS
BODILY INJURY &
PROPERTY DAMAGE
$
GARAGE LIABILITY
COMBINED
EXCESS LIABILITY
EACH OCCURRENCE
$
AGGREGATE
$
UMBRELLA FORM
$
OTHER THAN UMBRELLA FORM
WORKERS COMPENSATION AND
WC STATU-
MRY LIMITS I I 0111H-
EL EACH ACQDENI
S
EMPLOYER& LIABILTIV
EL DISEASE - POLICY LIMIT
$
THE PROPRIETOR/ INCL
PARTNERS/EXECUTIVE
OFFICERS ARE: EXCL
EL DISEASE - EA EMPLOYEE
S
OTHER
DESCRIPTION OF OPERATIONS&OCATIONWEHICLESISPECLAL ITEMS
CITY OF EDMONDS IS NAMED AS AN
ADDITONAL INSURED AS RESPECTS TO THE AWNING
FORM SP0404
CERTIFICATE. HOLDER
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCE1 I BEFORE THE
CITY OF EDMONDS
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAL
0 121 5TH AVE N
I C) DAYS WRITTEN NOTICE -TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
EDMONDS, WA 98020
BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABLITY
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVE&
AUTHORIZED REPRESENTATIVE
ACOAD 2" (110)
0 ACORID CORPORATION 1968
SAFECO INSURANCE COMPANY OF AMERICA
Home Office, 41 33 Brooklyn Ave N E, Seattle, Washington 98185
SAFECO" (A stock insurance company) POLICY NUMBER: SP4045061
SAFEPLAN RENEWAL DECLARATIONS
TRANSACTION: RENEWAL
NAMED INSURED: DICK VAN HOLLEBEKE
DBA DICK VAN HOLLEBEKE INSURANCE & FINANCIAL SERVICES
437 5TH AVE S
EDMONDS WA 98020
ENTITY: AN INDIVIDUAL
NATURE OF BUSINESS: INSURANCE SALES
POLICY PERIOD FROM 12/22/98 TO 12/22/99
12:01AM STANDARD TIME AT YOUR MAILING ADDRESS
LOCATION OF PREMISES
LOCATION ADDRESS
1 437 5TH AVE S
EDMONDS SNOHOMISH WA 98020
LOCATION COVERAGES
PART COVERAGE LOC BLD LIMIT OF INSURANCE
ONE SPECIAL COVERAGE
PART ONE DEDUCTIBLE $250
LOSS OF INCOME ALL ACTUAL LOSS SUSTAINED, NOT
EXCEEDING 12 CONSECUTIVE MONTHS
BUSINESS PERSONAL PROPERTY
1 001
26,000
EXTERIOR BUILDING GLASS
1
REPLACEMENT
COST
MINI -COMPUTER: EQUIPMENT
1
$ 3,000
PER
OCCURRENCE
SUBLIMIT OF
PROPERTY COVERAGE
MEDIA & DATA
1
$ 5,000
PER
OCCURRENCE
TWO LIABILITY & MEDICAL EXPENSES
ALL
$1,000,000
PER
OCCURRENCE
TENANTS LEGAL LIABILITY
ALL
$1,000,000
PER
OCCURRENCE
MEDICAL EXPENSES
ALL
$ 1,000
PER
PERSON
NON -OWNED & HIRED AUTO
ALL
$1,000,000
PER
OCCURRENCE
0
FORMS INCLUDED IN THIS POLICY
............
SAFEPLAN PACKAGE BOOKLET SP-0001 02-97
WASHINGTON-AMENDATORY ENDORSEMENT SP-0131 10-92
WASHINGTON-EXCLUDED CAUSES OF LOSS SP�-0152 06-93
EXTERIOR BUILDING GLASS ENDORSEMENT SP-0429 10-92
NON -OWNED AND HIRED AUTO ENDORSEMENT SP-0431 10-92
ADDITIONAL INSURED (OPERATIONS) SP-0404 02-91
MINI -COMPUTER ENDORSEMENT SP-0406 10-92
PREMIUM
ANNUAL PREMIUM $359.00
THE HENRY AGENCY
437 5TH AVE S
EDMONDS WA 98020-3402
AGENT TELEPHONE: (425) 775-6730
SP 16 11 EP 1192
G2
MORTGAGEE/INTEREST COPY
DATE PREPARED: NOV 17, 1998
0
Admk
SAFECO INSURANCE COMPANY OF AMERICA
Home Office: 4333 Brooklyn Ave. N.E., Seattle, Washington 98185
SAFECOO (A stock insurance company) POLICY NUMBER: SP4045061
SAFEPLAN SCHEDULE
OTHER INTEREST SCHEDULE
JADDITIONAL INSURED - OPERATIONS
CITY OF EDMONDS
121 - 5TH AVE N
EDMONDS WA 98020
APPLIES TO ALL LOCATIONS AND BUILDINGS
MORTGAGEE/INTEREST COPY
Sp 16 13 EP 1/92 DATE PREPARED: NOV 17, 1998
GI
V
6 9 0 - 199 -
City of Edmondo STREET FILE
RIGHT-OF-WAY CONSTRUCTION
PERMIT PermitNumber: 210V
I _15tq � -
"I e4l 31. lssueDate:-
A. Address or Vicinity of Construction: 437 — 5TH AVE. SOUTH
B. Type of Work (be specific): INSTALL TELEPHONE BURIED SERVICE WIRE —
PUSH 36—FT ACROSS ALLEY, PLOW 55—FT. SEE ATTACHED SKETCH. A
C. Contractor: GTE NORTHWEST INCORPORATED Contact: BARBARA TOLLEFSON, PERMIT COORDINATOR
Mailing Address:- 22118 20TH AVE. SE SUITE I.Mone: 488-1642
State License #: BOTHELL, WA 98021 Liability Insurance: Bond:$
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):'
E. Commercial E] Subdivision El City Project [N Utility (PUD, GTE, WNG, CABLE, WATER)
Multi -Family E] Single Family El Other W. 0 21070-8POOlDB 242310
INSPECTOR: INSPECTOR:
F. Pavement or Concrete Cut El Yes [NNo G. Size of Cut: x H. Charge
APPLICANT TO READ A I ND Sl!�N
INDEMNITY. Applicant understands and by his signature to this application, agrees t�ppfd the City Edmonds harmle�Es from injuries, damages, or
claims of any kind or description whatsoever, foreseen or unforee . n, that may be made faQ, the City of Edmonds, or any, ? e
_� ! i� #4&';�zs or employ
ees, including or not limited to the defense of any legal proceedings including defense cos t7nd attorney fees by reason of granting Aispermtit.
THE CONTRACTORIS RESPONSIBLEFOR WORKMANSHIPAND MATERIA
LS FOR A PE� ONE YEAR FOLLOWING 7HE FINAL INSPEC77ON
AND ACCEPTANCE OF THE WORK ES77MA7FD RESTORA77ON FEES WILL BE HELD UN77L THE FINAL STREET PATCH IS COMPLETED BY
CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Department
Work is to be'inspected d iuring progress and at completion. �771-0220
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved ff�aterial prior to the end ol�t4ewor.kiqg day;
NO EXCEPTIONS.
I have read the above statements and understand the permit requirements and the pink copy of the permit will be available
on site. at all times or inspection purposes.
.af
Signature: 1,)aA44A"0t_-
Date: 2-18-93
(Contractor or Agent) FOR S DE IESO
CALL DIAI;-A-DIG PRIOR TO BEGINNING WORK
SHALL.BEGIN PRIOR TO PERMIT ISSUANCE
Engrg. Div. 1991
Eng. Div. July 1985
�?7- S'44 S.
-113 7 - 6-h V. 9 (36
575
- E4ole�
TrA 5Vl-
ER
I V % K
SO
I
9 0 - 1 9
0 City of Edmonit STREET FILE
RIGHT-OF-WAY CONSTRUCTION
PERMIT Permit Number: 2,3-oZ7
Issue Date:— �2-,P&-
A. Address or Vicinity of Construction: 437 - 5TH AVE. SOUTH
B. Type of Work (be specific): INSTALL TELEPHONE BURIED SERVICE WIRE -
PUSH 36-FT ACROSS ALLEY, PLOW 55-FT. SEE ATTACHED SKETCH.
C. Contractor: GTE NORTHWEST INCORPORATED Contact: BARBARA TOLLEFSON, PERMIT COORDINATOR
Mailing Address: 22118 20TH AVE. SE SUITE I.Mone: 488-1642
State License #: BOTHELL, WA 98021 Liability Insurance: Bond: $
D. Building Permit # (if applicable):
Side Sewer Permit # (if applicable):
E. F1 Commercial El Subdivision El City Project [N Utility (PUD, GTE, WNG, CABLE, WATER)
R Multi -Family [:] Single Family E] Other W.O.# 2100-3POOIDB 242310
INSPECTOR: INSPECTOR:
F. Pavement or Concrete Cut : 0 Yes [29No G. Size of Cut: — x — H. Charge$
APPLICANT TO READ AND SIGN
INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the Chy of Edmonds harmlessfrom injuries, damages, or
claims of any kind or description whatsoever, foreseen or unforeen, that may be made against the City of Edmonds, or any of its departments or employ-
ees, including or not limited to the defense of any legal proceedings including defense costs, and atiorneyfees by reason of granting this permit.
THE CON77ZA CTOR IS RESPONSIBLE FOR WORKMANSHIP A ArD MA YERIALS FOR A PERIOD OF ONE YEAR FOLLO WING THE FINAL INSPECHON
AAD ACCEPTANCE OF 77LE WORK. ES77MA7ED RESTORA77ON FEES WILL BE HELD UN77L THE FINAL S7REET PATCH IS COMPLE7ED BY
CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO 7HE APPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Departmenij 771-3202.,
Work is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes. CY 7 r"11,12 62 @
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day;
NO EXCEPTIONS.
I have read the above statements and understand the permit requirements and the pink copy of the per7nit will be available
on site at all time or inspection purposes.
2t`
Signature: /,) Date: 2-18-93
(Contractor or Agent) FOR,4ES DE IESO
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
Engrg. Div. 1991
FA -
RECEIVED
FE B 2 3 1993
ENGINEERING
RIGHT OF WAY CONSTRUCTION PERMIT ROUTING FORM
DATE APPLICATION RECEIVED 2 -,�,
�-- 73
WORK ADDRESS- 1-137 5)tC
CONTRACTOR
1. DATE TO PUBLIC WORKS FOR REVIEW/-----)
REV/APP BY STREET.DIV. dateab")�lq�
REV/APP BY WATER/SEWER ]cc date -2:2
REV/APP BY PUBLIC WORKS _date
2. DATE TO ENGINEERING FOR REVIEW
REV/APP BY ENG. AID
or
REV/APP BY ENG. INSPTR.
3. Return to Community Services front desk
date
—date 2,5?'%S "
DATE PERMIT ISSUED,�- -,-) C4 -23 PERMIT # y
_Z3-0 �7
0
Name of Applicant:
Mailing Address:
CITY OF EDMONDS
&MMUNITY SERVICES DEPARTMENT
250 5th Ave N
771-3202
is DATE RECEIVED
DATE ISSUED
PERMIT NO.
CATION FOR STREET USE PERMIT)�—/
'11V / I-J'a ��Al
'0/f AWMI
- -�3 7- 11511- /i&y- -10U7H
Telephone Number: Date: 7_ -7 T-a L
Description of Public Place or Portion thereof desired to be used: (exhibit
may be attached)
Type of Use desired to be made of Public Place: I'a I t'a
If applicable, attach plans and specifications for any utility or structure to
be erected and/or maintained on the Public Place: A 7,*,>,E
TEMPORARY PERMIT: Unless otherwise designated herein, this permit is understood
by applicant to be wholly of a temporary nature, that it vests no permanent right
whatsoever. If the permitted use becomes dangerous or such structure shall
become insecure or unsafe or shall not be constructed, maintained or used in
accordance with the provisions of this title, the same may be revoked and the
structure and obstructions ordered removed by order of the City Engineer.. If this
application is for a specified period of time, the terms of said application is:
/V/h-
-INDEMNITY: Applicant understands and by his signature to this application, agrees
to hold the City of Edmonds harmless from any injuries, damages or claims of any
kind or description whatsoever, foreseen or unforeseen, that may be made against
the applicant or the City of Edmonds, or any of its department or employees,
including but not limited to the defense or any legal proceedings including defence
costs, court costs, and attorney fees by reason of granting this permit. In
addition, applicant understands that the City shall be provided a certificate of
insurance to indemnify and hold the City of Edmonds harmless from all claims
and/or property damage, naming the City of Edmonds as an also insured.
APPLICATION OF CHAPTER 18.70 OF THE COMMUNITY DEVELOPMENT CODE: Applicant warrants
that he has read, or had the opportunity to read, Chapter 18.70 of the Community
Development Code, attached herewith, and understands that all terms of that
Ordinance are incorporated herein as if set forth in full and this application
and permit therefore are subject to the terms of that Chapter of the Edmonds City
Code.
Applicant'rs Signature
Date
X
CERTIFICWE OF INSURANCE
ISSUE DATE (MM/DD[YY)
12/10-/-9.0
PRODUCER
F�
OELL AN-DERSO?
P 0 BOX 887
KENT WA 98035
INSURED
AGENCY
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
-0887 COMPAN
4 LETTER A
COMPANY
C M B
LEOiTER
COMPANY c
MICHAEL W MEDIN 0 D
437 5TH SOUTH COMPANY D
LETTER
EDMONDS
WA 98020
'COMPANY E
!LETTER
COVERAGES
THIS IS TO CERTIFY THAT POLICIES OF
INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,
NOTWITHSTANDING ANY REQUIREMENT,
TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE
MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND
CONDITIONS OF SUCH POLICIES.
CO TYPE OF INSURANCE
LTR
POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION ALL LIMITS IN THOUSANDS
DATE (MMIDDNY) DATE (MM/DDNY)
A GENERAL LIABILITY
-1/14/911 1/14/9 2 'GENERAL AGGREGATE
SP776954 1
X t'COMMERCIAL GENERAL LIABILITY
-COMPICIPS AGGREGATE ;$
PRODLICT�_
CLAIMS MADE OCCURRENCE
PERSONAL & ADVERTISING INJURY J_t_O_Qo_
OWNER'S & CONTRACTOR'S PROTECTIVE
[EACH (�CC�JRRENC� $ .-i-ro-0-0.
FIRE DAMAGE (ANY ONE FIR js
!MEDICAL EXPENSE (�NY O�E PERSON)
I$
AUTOMOBILE LIABILITY
ANY AUTO
CSL
;ALL OWNED AUTOS
BODILY I
SCHEDULED AUTOS
NJURY
PR PERSON)
HIRED AUTOS
i BODILY
NON -OWNED AUTOS
DEC
1 IPIJU RY
! PER
JA
GARAGE LIABILITY
CCI
P'r RMIT couNi
iPROPERTY
IDAMAGE
EXCESS LIABILITY
i
EA.-
AGGREGATE
OCCURRENCE
Te
:OTHER THAN UMBRELLA FORM
$
iATATYTORY
WORKERS' COMPENSATION
Is (EACH ACCIDENT)
AND
EMPLOYERS' LIABILITY
Is (DISEASE -POLICY LIMI'
(DISEASE -EACH EMPLOY
OTHER
DESCRIPTION OF--O-PE—RAT-10—NS-/LOC—ATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS
CERT HOLDER IS ADDITIONAL INSURED
& HELD. HARMLESS WITH RESPECTS TO
OPERATIONS OF THE INSURED
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX-
PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
OITY OF EDMONDS MAIL 1 oDAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
COMMUNITY SERVICES LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
250 - 5TH AVE NORTH
EDMONDS WA 98020 AUTHO NTATIVE
Ll
Applicable in. California
For your protection, California law requires the following to appear on this form:
It is unlawful to:
(a) Present or cause to be presented any false or fraudulent claim for the payment of a loss under
a contract of insurance.
(b) Prepare, make, or subscribe any writing, with intent to present or use the same, or to allow
it to be presented or used in support of any such claim.
Every person who violates any provision of this section is punishable by imprisonment in the state
prison, or by fine not exceeding one thousand dollars ($1,000), or by both.
Applicable in Florida, Idaho, and New York
Any person who Knowingly and with Intent to Injure, Defraud, or Deceive any Insurance Company
Files a Statement of Claim Containing any False, Incomplete or Misleading Information is Guilty
of a Felony. * +
*In Florida - Third Degree Felony
+In New York - Insurance Fraud In Third Degree - Class A Misdemeanor
In Second Degree - Class E Felony
In First Degree - Class D Felony
Applicable in New Jersey
Any person who knowingly and with intent to defraud any insurance company or other persons,
files a statement of claim containing any materially false information, or conceals for the purpose
of misleading, information concerning any fact, material thereto, commits a fraudulent insurance act,
which is a crime, subject to criminal prosecution and civil penalties.
0
0
Ci.ty of Edmonds, Community Services Department
APPLICATION FOR STREET USE PERMIT Page 2
Approval (and Agreement, if applicable) of Abutting Property Owners:
SIGNATURE PRINTED NAME ADDRESS DATE
DO NOT WRITE BELOW THIS LINE (To be completed by Issuing Agency)
City Council Approval (if applAtable) (.Attach Minute. Entry): 4//.l
AM
ADB Approval (if applicable)(Attach Minute Entry):
Building Official Approval (if applicable): J40-c 8-4-08
Signature Date
Provision for Indemnity: or_7
,4W44,t16e IOS7eb f-1 7ZfW,
40 67y Ing5l 4�pe- 11A11W11v371m,4V4e AlAll AA�
Terms and Provision of Performance Bond, if applicable:
PERMIT AUTHORIZATION BY:
PERMIT NO.
RELEASED BY
Remarks/Comments:
gff,arture
Date Issued: Y—/ :7— 9?
RECEIPT NO. 1:57103
Date
-Af
Permit Fee: 2-5
BUILDING PERMIT # 9$80538
FIRE DEPARTMENT APPROVAL__J������_DATE k— q -k�
POLICE DEPART1.4ENT APPROVAL PATE
ENGINEERING DEPARTMENT APPROVAL DATE o""-
&�4,4
sq. It.
naX.
2. Area of proposed freestanding sign 82 sq. ft.
B Sign Height
1. Maximum height of freestanding Sign permitted by Code 25
ft.
2.- Height of proposed freestanding sign -
C. Landscaped Area at Base of Sign
1. Landscaped area required by Code = 164 sq. ft.
2. Area of existing landscaping = more than 164 sq. ft.
Staff Findings
The staff finds the following:
1. Comprehensive Plan
The subject proposal is consistent with the Comprehensive Plan
and other adopted City policies.
2. Zoning Ordinance
The subject proposal meets the requirements of the Zoning
Ordinance.
3. Criteria
The subject proposal satisfies the criteria and purposes of
Chapter 20.10 of the City of Edmonds Community Development Code.
Mr. Finke submitted a colored rendering to the Board. He said signing on the awning
was proposed in a previous proposal but is intended to be eliminated
DISCUSSION
Charles Mott, 19243 Ashworth Ave. N.,�Seattle, applicant, was present.
Board member Beck inquired if the pantone colors were proposed. Mr. Mott replied
affirmatively.
Board member Kehle inquired why the same color scheme was not proposed throughout
the top and bottom panels, as well as the vertical supports. Mr. Mott said two
companies will be represented on the sign, and the tenant has a different color
scheme than Howie's Power Vac. Board member Kehle recommended that the color scheme
be more uniform. Board member Waymire concurred.
ACTION
BOARD MEMBER WAYMIRE MOVED, SECONDED BY BOARD MEMBER KOENIG, TO APP20VE ADB-44-86
WITH THE RECOMMENDATION THAT THE VERTICAL SUPPORTS ARE PAINTED PANTONE 40-C3.
MOTION CARRIED.
ADB-67-87 NEW AWNING WITH ATTACHED SIGNS FOR DR. MICHAEL W. MEDIN
Michael W. Medin, O.D. (Puget Sound Tent & Awning--C—o—.T
437 Walnut Street (BC Zone)
Final Approval
The applicant proposes to install a wedge awning with graphics on the
west side of the subject building with 8 ft. returns on the north and
south sides of the building. The awning will be 3 ft. tall at the
building, sloping down to a 1 ft. band. It will project out 3 ft.
from the building. The awning will be burgundy colored "weblon"
triple vinyl laminate.
ADB Minutes
September 2, 1987
Page 8
A sjUn will be located on the west side of the awning. It will say
"Dr. Michael W. Medin, ... Optometry" in white letters. The sign will
measure 8" high x 15 ft. long with the top of the sign about 8'-10"
above the ground.
Also, another sign will be located on the south side of the awning.
It will say "Optometry" in white letters'. This sign will measure 8"
high x 3 ft. long with the top of the sign about 8'-10" above the
ground.
A comparison of the proposed and permitted sign area and height is as
follows:
A. Sign Area
1. Maximum area of signs permitted by Code = 34 sq. ft.
2. Area of proposed signs = 12 sq. ft.
B. Sign Height
1. Maximum height of signs permitted by Code = 14 ft.
2. Height of proposed signs = 8'-10".
Staff Findings
The staff finds the following:
1. Comprehensive Plan
The subject proposal is consistent with the Comprehensive Plan
and other adopted City policies.
2. Zoning Ordinance
The subject proposal meets the requirements of the Zoning
Ordinance.
3. Criteria
The subject proposal satisfies the criteria and purposes of
Chapter 20.10 of the City of Edmonds Community Development Code.
DISCUSSION
Michael Medin, 8821 Shell PI., applicant, was present.
Board member Kehle inquired about the present color of the building. Dr. Medin
replied grey with white trim.
Board member Kehle inquired if the awning would project onto City right-of-way. Mr.
Finke said he did not believe so. He noted that a street use permit would be
required if the awning did project onto City right-of-way.
ACTION
BOARD MEMBER WAYMIRE MOVED, SECONDED BY BOARD MEMBER KEHLE, TO APPROVE ADB-67-87 AS
SUBMITTED. MOTION CARRIED.
A68-68-87 NEW CANOPY WITH ATTACHED SIGNS FOR SHERRY SCOTT SALON
Bruce Blunt
218 Main Street (BC Zone)
Final Approval
The applicant has installed a bullnose canopy with graphics over the
doorway to the subject building. The canopy is 5 ft. tall and
projects out 3 ft. 6 inches from the bottom of the mansard wall. The
canopy is burgundy colored vinyl.
ADB Minutes
September 2, 1987
Page 9
--Ammm— C�
go . 19
9
0
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works 9 Planning * Parks and Recreation a Engineering
November 15, 1989
Medin Optical
437 5th Ave. S.
Edmonds, WA 98020
RE: Street Use Permit #11-88
Yearly Renewal Fee
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
According to building division records, yearly street use permit fees
are again due.
This payment is for 1989, the renewal fee is $10.00, please make your
check payable to the City of Edmonds, Building Division, 250 Fifth
Avenue North, Edmonds, Washington, 98020.
Please enclose a current certificate of insurance with your payment.
If you have any questions please feel free to call me at 771-3202.
Thank you,
eannine L. Graf
Permit Coordinator
STREEUSE/TXTDMC24
-Z,4— 60;�
0
0 Incorporated August 11, 1890 -
Sister Cities International — Hekinan, Japan
0
0 0
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works * Planning * Parks and Recreation * Engineering
, 890 . 199
January 18, 1991
Michael Medin, OD
437 5th Ave. S.
Edmonds, WA 98020
RE,: Street Use Permit 11-88
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
According to Building Division records, Street Use Permit renewal fees
are due. As you were notified on the November 1989 billing, street use
renewal fees are now collected in January for the current year. No fee
was collected for 1990, therefore, total fees now due are $20.00 - $10
for 1990 and $10 for 1991. Please remit fees within 15 days date of
this letter.
If you no longer utilize the portion of City right-of-way under the
subject permit, please contact the City at your earliest convenience.
Also note, a current certificate of insurance is required to be on file
with the City at all times, you may want to check expiration dates with
your insurance carrier.
If there are any questions contact the building division at 771-3202.
Thank you,
Jeannine L. Graf
Permit Coordinator
0 Incorporated Au-qust 11, 1890 9
Sister Cities International — Hekinan, Japan
PRODUCER
F-I '
OLL AND�RSON
P 0 BOX 887
KENT NA 98035
INSURED
CERTIFIC*E OF INSURANCE ISSUE DATE (MM/DDNY)
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE - CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
AGENCY COMPANIES AFFORDING COVERAGE
-0887
MICHAEL W MEDIN 0 D
437 5TH SOUTH
EDMONDS
COVERAGES
COMPAN
LETTER A 0 INS
SAFEC
COMPANY
ILETTER
COMPANY c
LETTER
41992
COMPANY
lIcTTco
WA 98020
COMPAN
LETTER E
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE
MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND
CONDITIONS OF SUCH POLICIES.
CID TYPE OF INSURANCE
LTR
A GENERAL LIABILITY
COMMERCIAL GENERAL LIABILITY
CLAIMS MADE F-1 OCCURRENCE
IOWNER'S & CONTRACTOR'S PROTECTIVE
OMOBILE LIABILITY
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON -OWNED AUTOS
GARAGE LIABILITY
EXCESS LIABILITY
OTHER THAN UMBRELLA FORM
WORKERS' COMPENSATION
AND
EMPLOYERS' LIABILITY
OTHER
POLICY NUMBER
SP776954
POLICY EFFECTIVE POLICY EXPIRATION ALL LIMITS IN THOUSANDS
DATE (MM/DDNY) DATE (MMIDDNY)
1/14/92 1/14/93 GENERAL AGGREGATE s Aj�o_o 0-
PRODUCTS-COMP/OPS AGGREGATE I$
PER SONAL & ADVERTISING IN It I RY 1,$ 1 00
EACH OCCURRENCE
1.9.00.0
FIRE DAMAGE (ANY ONE FIRE) !$
--J MEDICAL -EXPENSE (ANY ONE PERSON) !s I
CSL
BODILY
INJURY
(PER PERSON)
[E" ODWY
I I JU
N RY
(ER
p
A C H.Enj__
PROPERTY
DAMAGE i
EACH
AGGREGATE
OCCURRENCE I
$
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS
CERT HOLDER IS ADDITIONAL INSURED
& HELD HARMLESS W/RESPECTS TO
OPERATIONS OF THE INSURED
FICATE HOLDER
fTY OF EDMONDS
IOMMUNITY SERVICES
250 5TH AVE NORTH
EDMONDS WA 98020
CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX-
PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL io DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS -OR REPRESENTATIVES.
AUq TIVE �,� Z3 K A
IZV
0
0
Applicable in California
For your protection, California law requires the following to appear on this form:
It is Unlawful to:
(a) Present or cause to be presented any false or fraudulent claim for the payment of a loss under
a contract of insurance.
(b) Prepare, make, or subscribe any writing, with intent to present or use the same, or to allow
it to be presented or used in support of any such claim.
Every person who violates any provision of this section is punishable by imprisonment in the state
prison, or by fine not exceeding one thousand dollars ($1,000), or by both.
Applicable in Florida, Idaho, and New York
Any person who Knowingly and with Intent to Injure, Defraud, or Deceive any Insurance Company
Files a Statement of Claim Containing any False, Incomplete or Misleading Information is Guilty
of a Felony. * +
*In Florida - Third Degree Felony
+In New York - Insurance Fraud In Third Degree - Class A Misdemeanor
In Second Degree - Class E Felony
In First Degree - Class D Felony
Applicable in New Jersey
Any person who knowingly and with intent to defraud any insurance company or other persons,
files a statement of claim containing any materially false information, or conceals for the purpose
of misleading, information concerning any fact, material thereto, commits a fraudulent insurance act,
which is a crime, subject to criminal prosecution and civil penalties.
; I
0
E
40
9 0 C) C�
0 0
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works 9 Planning * Parks and Recreation 9 Engineering
January 15, 1992
Kathys Courtyard
515 Main St.
Edmonds, WA 98020
RE: Street Use Permit 88-1
LARRY S. NALIGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
According to Building Division records, Street Use Permit renewal fees
are due. Street use renewal fees are collected in January for the
current year and are currently set at $10. Please remit fees within 15
days date of this letter.
If you no longer utilize the portion of City right-of-way under the
subject permit, please contact the City at your earliest convenience.
Also note, a current certificate of insurance is required to be on file
with the City at all times. Please check expiration dates with your
insurance carrier and include a current copy of your Certificate of
Insurance with your payment.
The City Council will be reviewing Building Department fee increases
during the next few months and it is possible that Street Use fees,
both original and renewal fees, will be increased for next year and
reflected in the billings for 1993.
If there are any questions contact the building division at 771-3202.
Thank you,
/D
Sharon F. Nolan
Permit Coordinator
STREETLT/TXTDOS62
9 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
� 8 9 0 . 19 9 -
9 0
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works e Planning 9 Parks and Recreation o Engineering
December 30, 1992
Mr. Dick Van Hollenbeck
437 5th Avenue South
'Edmonds, WA 98020
Re: STREET USE PERMIT AWNING
Dear Mr. Van Hollenbeck:
LAURA M. HALL
MAYOR
The previous.tenant/owner at 437 5th Avenue South, Dr. Medin, had a
Street Use permit for the awning of the building. -The City requires a
Street Use permit anytime a structure extends, or in any way uses,
public right-of-way.
Since you are the new tenant/owner, you are required to get a Street
Use permit in your name if yo u intend to keep the awning. Permits are
$25 initially, with a $10 renewal fee due on January 1 of each year.
I am enclosing the Street Use permit form. Please fill it out and
return to me with a $25 check. In addition, insurance is required.
There is a sample of the insurance requirements attached to the permit
form showing the amount and the necessary 'hold harmless" statement.
The permit request is routed for approval through several departments,
but it should take no longer than a week to process. Of course, if you
should take the awning down, the permit is not necessary.
r Please give me a call at 771-0220 if you have any questions.
Thank you,
Sharon Nolan
Permit Coordinator
cc: Building Official
Street File
I
0 Incorporated August 11, 1890 9
Sister Cities International — Hekinan, Japan
STREET FILE
CSTY OF
200 DAYTON ST - EDMONDS. WASHINGTON 98020 - (206)
DEPARTMENT OF PUBLIC WORKS
March 16, 1981
Dear Resident:
HARVE 11. HARRISON
NIIAYOR
On February 17, 1981, the Edmonds City Council passed
Resolution 488 for construction, reconstruction and repair
of deteriorated sidewalks. A public hearing will be held
in the Council Chambers at the"Civic Center on April 21,1981
at 7:30 P.M. You are invited to at-t;.o,.nd_t;,his hearing
discussing Irepair of portions of deteri'o'ra'iE" ' sl* ewalk
1. .. . e&`.' ' i d ' ' -/
abutting your property. -The'--impr6vement oa-�--s '6�;,a-l--ks in
need of repair at the expense of the abutting property
owner is provided by City Ordinance, Chapter 7.20 and.
Revised Code of Washington, Chapter 35.68.
The areas needing repair have been marked in paint on
the sidewalk adjoining your property. Reconstruction and
repair of these sidewalks must be Completed on or before
September 1, 1981. In the event impr('-)vements are not
completed within the above specified time, the City will
perform and complete the improvements at the expense of the
abutting property owner.
This action is' in response to many citizen requests
and pedestrian falling accidents which have been increasing
in recent years as a result of sidewalk deterioration and
increased pedestrian traffic.
Sincerely,
FRED F. HERZBERG
Director of Public Works
DATE: PLAN CHK#: 4 o7
NAME OF BUILDING PERMIT APPLICANT: . Dkrn, ae"4
V
PROJECT DESCRIPTION: Tnst4f o,- oit44-, s�P2 ale'-
- -N 12-11K'o-te k, t", --4 &P—^OtA f?i4 ze�� a,4-0-
ADB FILE #: OR DATE WAIVED: Ap� 14�iklat
PLANS MATCH APPROVED PLAN:
SUBDIVISION:
LOT AGGREGATION REQUIRED?:
REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE?
OTHER:
Plan Review By:
V
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PLANNING DATA
New Commercial / MultiFamily Proem...
SITEADDRESS: u,-tal ZONING: 96
USE(S) PROPOSED: PM E4�fyc 01-Aa ALLOWED?: '141
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N
CUP File: To Allow What Uses?-
ADB FILE, #: 1V1,4
PARKING: N/A
Use:
No. Spaces Required:
. X
(floor area, # employees, etc.) =
Use:
No. Spaces Required:
X
(floor area, # employees, etc.) =
Use:
No. Spaces Required:
X
(floor area, # employees, etc.) =
Use:
No..Spaces Required:
X
(floor area, # employees, etc.) =
Total Required:
Actual Provided:
SETBACKS: OVA
Reauired Setbacks:
Front: Left Side: -Right Side: Rear:
Actual Setbacks:
Front: Left Side: Right Side: Rear:
Street map checked for additional setback required? (Yes/No)
MAXIMUM FLOOR AREA: NIA
Maximum Allowed: Actual:
BUILDING HEIGHT:
Maximum Allowed: Actual Height:_
Modulation Allowed?: Modulation Height:
Datum Point: Datum Elevation:
Elevato r Penthouse > 3 feet over height limit? If so,VAR#
LANDSCAPING: 91A
Matches ADB approved:
S-1
0
Bid Provided? Bond Amount (100% bid):
CRITICAL AREAS #:
SEPA DETERMINATION: AVA
SHORELINE REQUIRED?: W,4
Continued ...
1A1ibrary\^P1andatNewConun.doc
L.SVOttRIAL ESTATE
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Attachment detail
Mr X W galvanized
lags Into expansion
anchors
3 ft 0
3ftO
12 ft 6 i
Elevation
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EIVED
DEC 7 2004
BUILDING DEPT.
oo?X6600 eooy
C197
CITY OF EDMONDS
BUILDING DEPARTMENT
WORK.
ADDRESS
0 W N E R
APPROVED DAI
BLDG. OFFICIA9
PERF
NUMBER
- Xx�,W 6-;�
APPROVED By PLANNING
/ �2-11
RECEIVED
DEC - 7 Z�'N
BUILDING DEPT.
STREET FILE
01
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Aur rr-T
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RECEIVED
NOV 2 6 2001
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
5TH & WALNUT MIXED USE
N'.
EQUIPMENT SUBMITTAL
*Rpmlmlable
E
Model F1 FR Sprinider Types
Standard Upright
Standard Pendent
Conventional
Vertical Sidewall
Horizontal Sidewall
—HSW 1 Deflector
Model F1 FR Recessed Spdnlder Types
Recessed Pendent
Recessed Horizontal Sidewall - HSW1 Deflector
Product Description
Reliable Models F1 FR and F1 FR Recessed Sprinklers
are quick response sprinklers which combine the dura-
bility of a standard sprinkler with the attractive low profile
of a decorative sprinkler.
The Models F1FR and F1FR Recessed automatic
sprinklers utilize a 3.Omm frangible glass bulb. These
sprinklers have demonstrated response times in labora-
tory tests which are five to ten times faster than standard
response sprinklers. This quick response enables the
Model F1 FR and F1 FIR Recessed sprinklers to apply wa-
ter to a fire much faster than standard sprinklers of the
same temperature rating.
The glass bulb consists of an accurately controlled
amount of special fluid hermetically sealed inside a pre-
cisely manufactured glass capsule. This glass bulb is
specially constructed to provide fast thermal response.
The balance of parts are made of brass, copper and be-
ryllium nickel.
At normal temperatures, the glass bulb contains the
fluid in both the liquid and vapor phases. The vapor
phase can be seen as a small bubble. As heat is applied,
the liquid expands, forcing the bubble smaller and
smaller as the liquid pressure increases. Continued
heating forces the liquid to push out against the bulb,
causing the glass to shatter, opening the waterway and
allowing the deflector to distribute the discharging water.
The temperature rating of the sprinkler is identified by
the color of the glass bulb.
Mod , F1 FR Bulletin 136H
Model F1 FR Recessed
Quick Response
Sprinklers
06
Vertical Sidewall Conventional
Horizontal Sidewall
HSW 1 Deflector
L
Recessed Pendent
Application
Quick response sprinklers are.used in fixed fire protec-
tion systems: Wet, Dry, Deluge or Preaction. Care must
be exercised that the orifice size, temperature rating, de-
flector style and sprinkler type are in accordance with the
latest published standards of the National Fire Protection
Association or the approving authority having jurisdiction.
Quick response sprinklers are intended for installation as
specified in NFPA 13. Quick response sprinklers and
standard response sprinklers should not be intermixed.
(D
The Reliable Automadc Sprinider Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552
Model F1 FR Quick Respolte Upright, Pendent & Convental Sprinklers
Installation Wrench: Model D Sorinkler Wrench I --I
Installation Data:
"K" Factor
Sprinkler
Approval
US
Metric
Sprinkler Type
Height
Organizations
Standard- rZt (SSU) and Pendent (SSP)
Deflectorsuaar ed to Indicate Position
5.62
81.0
2.2'
1,2,3,4.5,6,7.8
y2" (1 5mm) Standard Orifice with Y2" NPT (RY2) Thread
ly32" (20mm) Large Orifice with y4" NPT( RY4) Thread
8.0
115.3
2.3"
1,2,3.4,7,8
Small Orifice with y2" NPT (RY2) Thread (1)
4.24
61.0
2.54"
1.2.8
Small Orifice with Y2" NPT (RY2) Thread (1)
2.82
40.6
2.54"
1,2.8
1 Omm Orifice XLH with Rye " Thread
4.10
59.1
1 56. 1 mm
4,6.7
Conventional -Install in Upright or Pendent Position
4.10
59.1
56. 1 mm
1 Omm Orifice XLH with RYe Thr9ad
'NPT
15mm Standard Orifice with.Y2 (RY2)Thread
5.62
81.0
56. 1 mm
4,6,7
20mm Large Orifice withY4"NPT (R%) Thread
8.0
115.3
58.4mm
4,7
Upright
Z
Identified by a pintle extending beyond the deflector.
Upright 0)
Model 171 FR Quick Response Recessed Pendent Sprinkler
Installation Wrench: Model RC1 Sprinkler Wrench
Installation Data:
Nominal
Orifice
Thread
Size
"K" Factor
Sprinkler
Height
Approval(2)
Organizations
US
Metric
Y," (1 5mm)
Y2" NPT(RY2)
5.62
81.0
2.2" (56.1 m m)
1.2,3,4,5,7.8
%2" (20mm)
X" NPT(RY4)
8.0
115.3
2.3"
1,2,3,4,7,8
Y 141)
16
Y2" NPT
4.24
61.0
2,54"
1,2.8
Y-0)
8
X" NPT
2.82
40.6
2.54"
1,2.8
1_10mm
RY8
4.10
59.1
56.1 mm
4,7
(1) Identified by a pintle extending beyond the deflector.
(2) Refer to escutcheon data table for approvals and dimensions.
I
i D I
Pendent
RAS,
Conventional
"M
F
1AC1 �1 11-,
M1.1 &.EI&.l
Model F1 FR Quick Response Vertical Sidewall Sprinkler
Installation Wrench: Model D Sprinkler Wrench
Installation Position: Upright or Pendent
Approval Type: Light Hazard Occupancy
Installation Data:
Nominal
Orifice
Thread
Size
"K" Factor
Sprinkler
Height
Approval
Organizations
US
Metric
Y2"(15mm)
Y2" NPT(RY2)
5.62
81.0
2.2" (56. 1 mm)
1,2,3,4(1',5,6,8
�') LPC Approval is Pendent only.
Model F1FR Quick Response Horizontal Sidewall Sprinkler
n fl # r W(ZXA/ I
lu '�%' %F 8
Installation Wrench: Model D Sprinkler Wrench
Installation Data:
"K" Factor
I
Approval Or anizations
and Type O?Approval
Light
Ordinary
Nominal
Thread
Sprinkler
Orifice
Size
us
Metric
Length
Hazard
Hazard
)12"
y," NPT
1 5 ' 62
81.0
1 2 ' 63"
1,2,3,518
112.5.8
MEN
WR
IN
0
NOTE: UL and ULC Listing permits use with F1 or F2 recessed esctucheons.
2.
0 0
Model F1 FR & F1 FR Recessed Quick Response Sprinklers
Installation
Quick response sprinklers are intended for installation
as specified in NFPA 13. Quick response sprinklers and
standard response sprinklers should not be intermixed.
The Model F1FR Recessed Quick Response Sprin-
klers are to be installed as shown. The Model F1 or F2 Es-
cutcheons illustrated are the only recessed escutcheons
to be used with the Model F1FR Sprinklers. The use of
any other recessed escutcheon will void all approvals
and negate all warranties.
When installing Model F1FR Sprinklers use the Model
D Sprinkler Wrench. When installing Model F1FR Re-
cessed Sidewall Sprinklers use the Model GFR1 Sprin-
kler Wrench. Use the Model RC1 Wrench for installing
F1FR Recessed Pendent Sprinklers. Any other type of
wrench may damage these sprinklers.
Maintenance
The Models F1FR and F1FR Recessed Sprinklers
should be inspected quarterly and the sprinkler system
maintained in accordance with NFPA 25. Do not clean
sprinklers with soap and water, ammonia or any other
cleaning fluids. Remove dust by using a soft brush or
gentle vacuuming. Remove any sprinkler which has
been painted (other than factory applied) or damaged in
any way. A stock of spare sprinklers should be main-
tained to allow quick replacement of damaged or oper-
isated sprinklers.
Approval Organizations
1. Underwriters Laboratories, Inc.
2. Underwriters' Laboratories of Canada
3. Factory Mutual Research Corporation
4. Loss Prevention Council
5. NYC BS&A No. 587-75-SA
6. Meets MIL-S-901C and MIL -STD 167-1
7. Verband der Schadenversicherer
8. NYC MEA 258-93-E
ULI Listing Category
Sprinklers, Automatic & Open
Quick Response Sprinkler
ULI Guide Number
VNIV
0
Temperature Ratings
Classification
Sprin1der
Tem rature
Bulb
Color
T
T
Ordinary
57
135
Orange
Ordinary
68
155
Red
Intermediate
79
175
Yellow
Intermediate
93
200
Green
High �')
1 141
1 286
Blue
(1) Not available for recessed sprinklers.
Sprinkler Types
Standard Upright
Standard Pendent
Conventional
Sidewall
Vertical
Horizontal HSW1
Recessed Pendent
Recessed Horizontal Sidewall HSW1
Standard Finishes
Sprinkler (1)(2)
Escutcheon
Bronze
Bronze
Chrome Plated
Chrome Plated
White Polyester Coated
White Painted
Other finishes and colors are available on special order, consult the
factory for details.
(2) FM Approval is limited to bronze and brass, chrome or black plated
finishes only.
Escutcheon Data
Face of Fitting
Escutcheon
Approvals
Adjustment
"A"
to Ceiling or
Model
(inches)
(inches)
Wall Dimension
(inch s)
Fl
1.2,4
Y.
Y4
Y16 - N6
F2
1.2,3,4,5,7,8
Y2
1
Y. - ly.
Ordering Information
Specify
1. Sprinkler Model
2. Sprinkler Type
3. Orifice Size
4. Deflector Type
5. Temperature Rating
6. Sprinkler Finish
7. Escutcheon Type
8. Escutcheon Finish (where applicable)
Note: When Model F1FR Recessed sprinklers are
ordered the sprinklers and escutcheons are packaged
separately.
,C]
Rellable...For Complete Protection
Reliable offers a wide selection of sprinkler components. Following are some of the many
precision -made Reliable products that guard life and property from fire around the clock.
• Automatic sprinklers
• Flush automatic sprinklers
• Recessed automatic sprinklers
• Concealed automatic sprinklers
• Adjustable automatic sprinklers
• Dry automatic sprinklers
• Intermediate level sprinklers
• Open sprinklers
• Spray nozzles
• Alarm valves
• Retard chambers
• Dry pipe valves
• Accelerators for dry pipe valves
• Mechanical sprinkler alarms
0 Electrical sprinkler alarm switches
- Water flow detectors
• Deluge valves
• Detector check valves
• Check valves
• Supertrol electrical system
• Sprinkler emergency cabinets
• Sprinkler wrenches
• Sprinkler escutcheons and guards
• Inspectors test connections
• Sight drains
• Ball drips and drum drips
• Control valve seals
• Air maintenance devices
• Air compressors
• Pressure gauges
• Identification signs
• Fire department connection
The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research
Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Products manufactured and distributed by Reliable have been protecting life and property for over 70 years, and are installed and serviced by the most highly qualified and
reputable sprinkler contractors located throughout the United States, Canada and foreign countries,
Manufactured by
Reliable'
The Reliable Automatic Sprinkler Co., Inc.
(800)431-1588 Sales Offices
(800)848-6051 Sales Fax
(914)668-3470 Corporate Offices
http://www.reliablesprinkler.com Internet Address
0 Recycled
Paper
Revision lines indicate updated or new data
EG. Printed in U.S.A. 6/98 P/N9999970027
0
0
M
lReliabl
The LifeSaver Line of Residenfial
Glass Bulb Spriniders
1 . Model F1/RES 16 Pendent (8.0 gpm/7.1 psi)(1)
2. Model F1/RES 18 Pendent (10.5 gpm/6.2 psi)")
3. Model F1/RES 20 Pendent (14.0 gpm/1 1.1psi)(11
4. Model F1/RES Pendent
5. Model F1/RES 2 Pendent
6. Model F1/RES 16/F1 or F2 Recessed Pendent
7. Model F1/RES 18/F2 Recessed Pendent
8. Model F1/RES 20/1`1 or F2 Recessed Pendent
9. Model F1/RES/F2 Recessed Pendent
10. Model F1/RES 2/F2 Recessed Pendent
11 - Model F1/RES/3 Horizontal Sidewall
12. Model F1/RES Horizontal Sidewall
13. Model F1/RES/3/F2 Recessed Horizontal Sidewall
14. Model F1/RES/F2 Recessed Horizontal Sidewall
O)Minimum two sprinkl . ef flow requirement.
Refer to Installation DA� Table.
Product Description
All Model F1 Residential Sprinklers are fast response
residential glass bulb automatic sprinklers. Residential
sprinklers differ from standard sprinklers primarily in their
response time and water distribution patterns.
Model F1 Residential Sprinklers utilize a 3.Omm frangi-
ble glass bulb. These sprinklers have demonstrated re-
sponse times in laboratory tests which are five to ten
times faster than standard sprinklers of the same tem-
perature rating.
The Models F1 Pendent and Recessed Pendent Resi-
dential Sprinklers discharge water in a hemispherical
pattern below the sprinkler deflector. Models F1 Horizon-
tal Sidewall and Recessed Horizontal Sidewall Residen-
tial Sprinklers discharge water in a quarter spherical
pattern which distributes approximately 10% of the water
on the backwall and 90% on the three remaining walls
and floor. -1hese residential distribution patterns are
higher and generally contain a finer droplet size than
standard sprinkler patterns.
The combination of speed of operation and high dis-
charge pattern has demonstrated, in fire testing, an abil-
ity for controlling residential fires, thereby providing
significant evacuation time for occupants.
The Model F1 Residential Sprinklers maybe installed in
the residential portions of any occupancy in accordance
with NFPA 13,13D or 13R.
Mflel F1
Residential
Sprinklers
Pendent
Horizontal Sidewall
Hecessed Horizontal Sidewall
Recessed Pendent
Bulletin 139N
The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552
CC)
C:
5�
=3
Model FVRES 16, Fl/RE,5&, FVRES 20, FVRES 2 and &RES
Pendent Residential SprinMers
Installation Wrench
Model D Sprinkler Wrench
Approval Organizations
Underwriters Laboratories, Inc.
Underwriters' Laboratories of Canada
N.Y.C. BS&A 587-75-SA (Fl/RES)
N.Y.C. MEA 258-93-E (Fl/RES 2, Fl/RES 18)
Tat-hnit-ni nntn
Thread
Size
Temp.
Rating
Maximum
Pressure
Maximum
Ceiling Temp.
Sprinkler
Height
1/2' NPT
1550F
175 psig
1 OOOF
2.2"
1/2- NPT
1751F (1)
175 psig
150OF
2.2"
0)Only FURES 18. ULI Listed Only.
Model FVRES 16
Model FVRES/F-2, F1 /RES 2/F2, FVRES 16/F1 or F2,
FVRES 18/F2 and FVRES 20/F� or F2
Recessed Pendent Residential Sprinklers
Installation Wrench
Model GFR1 Sprinkler Wrench
Approval Organizations
Underwriters Laboratories, Inc.
Underwriters' Laboratories of Canada
N.Y.C. BS&A 587-75-SA (Fl/RES/F2)
N.Y.C. MEA 258-93-E (Fl/RES 2/F2, F1/RES 18/F2)
Technical Data
Thread
Size
Temp.
Rating
Maximum
Pressure
Maximum
Ceiling Temp.
S rinkler
geight
112- NPT
155*F
175 psig
100*F
2.2-
112- NPT
175'F(l)
175 psig
150*F
2.21,
(1) Only F1/RES 18/F2 and FURES 20/F1 or F2. ULI Listed Only.
(2) Refer to escutcheon data table for dimensions.
Installation Data (Pendent/Recessed Pendent)
IsRh
Model FVRES 18
Model F1 /RES 2
-0,C PA.
TuR., coLLA- - - - - - -
UNTk rIGHT
AcAimsr spm&
.Qflc� aoss
AD�SWEPJ
,,�c - : 2,7. J2 D-,
Ah
Model FVRES 20
Model FVRES
P 112- RIDUC�
F-CE 27 "Ir"G 70
1 CV.,U� DOMENSAON
-j
Nominal
Max.
M;nimum Required Sprinkler Discharge
Sinq e Sprinkler
Two Or Mo Sprinklers
Orifice
Te
Sprinkler
Distance
Flow
Pressure
Flow Ea.
Pressure Ea.
Size
R a Xing
"K"
Spacing
To Wall
Model
(in.)
(*F)
Factor
(ft.)
(ft.)
(qpm)
(psi)
(gpm)
(PSI)
Fl/RES 16
12 x 12
6
9
9
8
7.1
&
155
3.0
14 x 14
7
10
11.1
8
7.1
F1/RES 16/F1 or F2
16 x 16
8
10
11.1
8
7.1
12x 12
6
10.5
7.2
7.2
Fl/RES 180)
155
14 x 14
7
12
9.5
10.5
7.2
&
Y8
&
3.9
16 x 16
8
12
9.5
10.5
7.2
F1/RES 18/F20)
175
18 x 18
9
15
14.8
10.5
7.2
20 x 20
10
18
213
18
213
Fl/RES 20
155
&
Y16
&
4.2
20 x 20
10
16
14.5
1
14
11.1
FVRES 20/F1 or F2
175
1
12 x 12
6
12
8.2
11.5
7.5
FI/RES 2
14 x 14
7
13
9.6
11.5
7.5
&
X6
155
4.2
16x 16
8
15
12.8
12
8.2
Fl/RES 2/F2
18 x 18
9
17
16.4
is
12.8
20 x 20
10
19
20.5
17
16.4
12 x 12
6
20
12.8
15
7.2
Fl/RES/F2
155
5.6
14 x 14
7
20
12.8
15
7.2
16 x 16
8
20
128
20
12-8
12x 12
6
20
12.8
15
7.2
Fl/RES
Y2
155
5.6
14 x 1,V
7
20
12.8
15
7.2
16 x 16
8
20
12.8
20
12.8
18 x 18
9
28
25.0
22
15.4
0
0
(1) 9 foot minimum spacing required between sprinklers
2.-
I Mode'l F1/RES and FAES/3 Horizontal Sidewall Resential Sprinklers
0
11
installation Wrench
Model D Sprinkler Wrench
Approval Organizations
Underwriters Laboratories, Inc.
Underwriters' Laboratories of Canada
N.Y.C. MEA 258-93-E (Fl/RES, Fl/RES/3)
Tnf-hnif-ni mnt!n
Thread
Size
Temp.
Rating
Maximum-
Pressure
Maximum
Ceiling Temp.
Sprinkler
Length
1/2-NPT
155*F
175 psig
1001F
2.75"
1/2"NPT
175oF(l)
175 psig
1501F
2.751,
4
Model F1/RES/3
Model F1/RES
0) Only Fl/RES/3. UL and ULC Listed Only.
Model F1/RES/F2 and F1/RES 3/F2 Recessed Horizontal Sidewall
Residential Sprinklers
Installation Wrench
Model GFR1 Sprinkler Wrench
Approval Organizations
Underwriters Laboratories, Inc.
Underwriters' Laboratories of Canada
N.Y.C. MEA 258-93-E (Fl/RES/F2, F1/RES 3/F2)
TPrhnir:ainat;,
Thread
Size
Temp.
Rating
Maximum
Pressure,
Maximum
Ceiling Temp.
Sprinkler
Length
112" NPT
155*F
175 psig
1 001F
2.75-
1/21, NPT
175-01)
175 psig
�'V' 150OF
2.751,
MOnly Fl/RES/3/F2. ULI and ULC Listed Only.
(2) Refer To Escutcheon Data Table For Dimensions.
Installation Data (HSW/Recessed HSWI
I- X 112- FACE OF F1 N SEE INSTAtLAFION
REDUCER rO WALt (2) OArA IABLE
,m #(21
2 114' HOLE Okk 2 27132- DL4-
-4'
516- DIA 0
TURN COLLAR VVRL
nG"'
AGAINST SPRfNK4Q!,WRfNCH Boss 12, Aajusr"ENr
Nominal
(W) x (L)
Maximum
Minimum Required Sprinkler Discharge
Single Sprinkler
Two or More Sprinklers
Orifice
Temp
Sprinkler
Distance To
Deflector to
Flow
Pressure
Flow Ea.
Pressure Ea.
Size
Rating
"K"
Spacing
Adjacent Wall
Ceiling Dimension
Model
(in.)
(*F)
Factor
(ft.)
(ft.)
Min.(In) - Max. (in)
(gpm)
(psi)
(gpm)
(psi)
12x 12
6
4-6
13
11.1
11
7.9
14 x 14
7
4-6
14
12.9
12
9.5
16 x 16
8
4-6
17
19.0
14
12.9
Fl/RES/3
16 x 18
8
4-6
18
21.3
16.5
17.9
&
3/8
155
3.9
16 x 20
8
4-6
25
41.1
19.5
25.0
Fl/RES/3/F2
18X 18
9
4-6
22
1 31.8
21
29.0
12 x 12
6
6-12
13
11.1
13
11.1
14 x 14
7
6-12
17
19.0
16
16.8
16 x 16
8
6-12
20
26.3
1 17
19.0
12 x 12
6
4-6
14
12.9
11
7.9
14 x 14
7
4-6
14
12.9
12
9.5
16 x 16
8
4-6
17
19.0
14
12.9
Fl/RES/3
1 6x 18
8
4-6
19
23.7
16.5
17.9
&
3/8
175
3.9
16 x 20
8
4-6
25
41.1
20
26.3
Fl/RES/3/F2
1 2 x 1 2
6
6-12
13
11.1
13
11.1
1 4 x 14
7
6-12
17
19.0
16
16.8
16 x 1 6
8
6-12
20
26.3
17
19.0
12x 12
6
4-6
25
19.9
18
10.3
1 4 x 1 4
7
4-6
25
19.9
18
10.3
FI/RES
'12
155
5.6
16x 16
8
4-6
30
28.7
21
14.1
16 x 18
8
4-6
34
36.9
24
18.4
16 x 20
8
4-6
37
43.7
26
21.6
1 2x 12
6
4-6
28
25.0 -F
20
12.8
Fl/RES/F2
V2
155
5.6
14 x 14
7
4-6
28
25.0
20
12.8
3.
7-
Application and Installation
Model F1 Residential Sprinklers must be installed
in accordance with NFPA 13,13D or 13R. These
sprinklers are approved solely for use with indoor wet
pipe sprinkler systems.
Model F1 Recessed Residential Sprinklers are to
be installed only as shown. The Model F1 or Model
F2 Escutcheon illustrated is the only recessed
escutcheon to be used with the Model F1 Pendent or
Horizontal Sidewall Residential Sprinklers. The use of
any other recessed escutcheon will void all
approvals on these sprinklers and negate all
warranties. When installing Model F1 Residential
Sprinklers use the Model D Sprinkler Wrench and
when installing Model F1 Recessed Residential
Sprinklers use the Model GFR1 Sprinkler Wrench.
Any other type of wrench may cause damage to
these sprinklers.
Models F1/RES, FURES 2, F1/RES 16, F1/RES 18 and
F1/RES 20 Pendent Residential Sprinklers shall be
positioned such that the deflectors are within 1 to 4
inches from the ceiling.
Finishes
Standard Finishes
Sprinkler Escutcheon
Bronze Brass
Chrome Plated Brass Plated
White Polyester Coated Bright Chrome Plated
Black Plated
White Painted
ther finishes and colors are available on special order.
Consult factory for details.
Escutcheon Data
Maintenance 0 1 1
Model F1 Residential Sprinklers should be
inspected quarterly, and the sprinkler system
maintained in accordance with NFPA 25, 13, 13D,
and 13R. Do not clean sprinkler with soap and water
ammonia or any other cleaning fluids. Remove dusi
by using a soft brush or gentle vacuuming. Remove
any sprinkler which has been painted (other than
factory applied) or damaged in any way. A stock of
spare sprinklers should be maintained to allow quick
replacement of damaged or operated sprinklers.
ULI Listing Category
Residential Automatic Sprinkler
ULI Guide Number
VKKW
Patents
US. Patent No. 5,687,914 applies to the Model
F1/RES 18 Pendent Sprinklers.
U.S. Patent number 5,727,737 applies to the Model
F1/RES/3 Horizontal Sidewall Sprinklers.
Ordering Information
Specify:
1. Sprinkler Model
2. Sprinkler Type
3. Orifice Size
4. Temperature Rating
5. Sprinkler Finish
6. Escutcheon Finish (where applicable)
7. Escutcheon Model (Fl/RES 16 and 20 Only)
Note:
When a Model F1 Recessed Residential Sprinkler is
ordered .. sprinklers and escutcheons are packaged
separately.
Recessed Sprinkler
Escutcheon
Model
Ajjustnnent
(inches)
"A"
(inches)
Face of Fitting to Ceiling
or Wall Dimension.
(inches)
Model F1/RES Pendent
F2
Y2
ly
Y16-1)/16
Model FVRES 2 Pendent
F2
Y2
ly
1,
Y1 6 -'Y1 6
Model F1/RES 18 Pendent
F2
Y2
IY16
Y1 6 -'Y1 6
Model F1/RES HSW
F2
Y2
1Y16
Y1 6 -'Y1 6
Model Fl/RES/3 HSW
F2
Y2
*6
Y1 6 -'Yl 6
Model Fl/RES 16 Pendent
F1 or
Y,
Y,
Y1 6 -% 6
Model F1/RES 20 Pendent
F2
X
1Y16
Y1 6 -',Vl 6
The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual
Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Products manufactured and distributed by Reliable have been protecting life and property for over 70 years, and are installed and serviced by the most highly qualified and
reputable sprinkler contractors located throughout the United States, Canada and foreign countries.
Manufactured by
I- - _ _ The Reliable Automatic Sprinkler Co., Inc,
0 (800)431-1588
Sales Offices
I
(800)848-6051
Sales Fax
(914)668-3470
Corporate Offices
)Iesprinkler.com
Internet Address
4.
0 R-Yded P4w
Revision lines indicate updated or new data
E.G. Printed in USA 6/99. P/N 9999970030
Bulletin 116H
R
0
RIM11able
Features
1
Styles available:
Pendent
Recessed
Concealed
Horizontal Sidewall
2.
11/2" Escutcheon adjustment on
Model G3 Dry Pendent and Dry
Horizontal Sidewall sprinklers.
3.
1/2" Escutcheon adjustment on
Model G3 Dry Pendent Recessed
sprinkler.
4.
112" Cover Plate adjustment on
Model G3A Dry Pendent Concealed
Sprinkler.
5.
Employs attractive center strut, lever
and solder capsule principle.
6.
Lengths available to accommodate any
desired installation dimension
from 2" to 48", refer to approvals table.
7.
Available in a variety of finishes.
8.
Unobstructed waterway.
9.
U.S. Patent No. 4,288,858. Canadian
Patent No 1,112,126. Other patents
pending.
10.
Listed by Underwriters Laboratories,
Inc. & UL Certified for Canada.
Approved by Factory Mutual Research
Corp. & Loss Prevention Council.
NYC BS&A No. 587-75-SA.
Product Description
All Reliable Model G3 and G3A Automatic Dry Sprin-
klers utilize the center strut in compression principle of
construction which controls the valve mechanism at
the inlet end. This valve seals pressurized water or air
from the sprinkler is activated, at which time water flows
unobstructedly through the tube and is distributed by
0 the deflector.
ModeI13
ModeIG3A
Dry Sprinklers
Pendent
Recessed
Concealed
Horizontal Sidewall
Dry sprinklers incorporate a galvanized outer tube and
are available in pendent, recessed, concealed and hori-
zontal sidewall types and with a variety of finishes. The
escutcheons and cover plates are adjustable.
(D
0)
The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552
Model G3 Dry Pendent Sprinkler 0
"A" Dim —7 2" to 48" in 1/4" increments(l)
(1) Refer to approvals table for maximum "A" dimension/approval combinations.
Finishes :12)
Bronze All Temp. ratings
Chrome Plated All Temp. ratings
(2) Other finishes including lead plated, wax coated or wax coated over lead
plated are available on special order, consult factory for details.
Sprinkler
Temperature Rating
Frame Color*
Max.
Ceiling Temp.
135-F (57-C)
Black Stripe
100-F (38-C)
165-F (74-C)
Uncolored
100-F (38-C)
212'F(100'C)
White
150-F (66-C)
286-F(141'C)
Blue
225-F(107'C)
Trame color does not apply to plated sprinklers
Sprinkler cup and escutcheon fabricated of brass to provide
improved appearance in exterior applications.
Sprinkler Installation Wrench:
Model G3 Sprinkler Wrench
Note: Sprinkler cup protrudes 114" when escutcheon is in nomi-
nal position. Escutcheon adjustment provides +1/4" to -11/4" "A"
dim. adjustment range.
Model G3 Dry Pendent Recessed Sprinkler
F—,,A" Dim � 3 112" to 48" in 1/4" increments(l)
(1) Refer to approvals table for maximum "A" dimension/approval combinations.
Finishes :(2)
Sprinkler Escutcheon
Bronze
Bronze Chrome Plated
Chrome Plated
White Painted
�2) Other finishes and colors are available on spedal order, consult factory for
details.
Sprinkler
Max.
Temperature Rating
Ceiling. Temp
135-F (57-C)
100-F(38-C)
165-F (74-C)
100-F(38-C)
212-F(100-C)
150-F(66-C)
Sprinkler cup and escutcheon fabricated of steel and intended
for interior applications
Sprinkler Installation Wrench:
Model G3 Recessed and Concealed Wrench
Escutcheon Installation Wrench:
Reliable Model FEA Flush Sprinkler Escutcheon Wrench
Do not install the Model G3 recessed sprinkler in ceilings which
have positive pressure in the space above.
0
System Tee
_ c ,
---- 1p
ITITIF
I L
"A" Dimension 2 1/8" Dio. I" NPT
Range + 1/4" Hole in Ceiling
Adjustm 1 en 1 t /4' 1 43/64" Dio.— 1 1/4" Escutcheon
Sprinkler Cup Adjustment
cutcheon
Ceiling 1/4" Es
Adjustment
Li
E —le
Protru Sion 2 1/16"
Nominal Posi tion
of Escutcheon
3 Did.
System Tee
1 " NPT
A" Dimension
Adjustment
Range 1/4" 2 1/4 " Did.
Hole in Ceiling
2 3/16 " Dio.
*1 — Sprinkler
1/4 " Escutcheon Cup assembly
Adjustment
�flhng
1 /4" Escutcheon 3" Di..
Adjustment I I 5rGO29
Nominal Position
of Escutcheon
0
2.
Operation: When the sprinkler has been W, its operating
parts spring away allowing the spring -loaded inner tube to
move toward the sprinkler head releasing the locking balls.
The inlet seal is now free to be expelled through the sprinkler
head permitting an obstructed flow of water.
Inli,t Seal
I NPT Locking Balls
Outer Tube
(Steel)
Inner Tube
W1
Ordering Information
Specify:
1. Sprinkler temperature rating.
2. Sprinkler Type (select one)
(a) Model G3 Dry Pendent (b) Model G3 Dry Pendent Metric
(c) Model G3 Dry Horizontal Sidewall, (d) Model G3 Dry
Pendent Recessed, (e) Model G3A Dry Pendent Concealed
3. Sprinkler finish
4. Escutcheon finish (where applicable)
5. Cover plate finish (where applicable)
6. Length
"A" dimension (face of tee to face of ceiling/wall)
Note:
1. The "A" dimension is based on a nominally gaged pipe thread
"make-up" of .600" per ANSI B2.1 (7 112 threads approx.).
2. Dry PendenVHorizontal Sprinkler Cup protrudes 1/4" when escutch-
eon is in nominal position.
3. Lead plated, wax coated and wax coated over lead plated finishes
will provide improved corrosion resistance in many environments.
4. All other platings and paintings are decorative and intended for inte-
rior use.
5. Acceptable appearance, in conditions such as parking garages, is
generally provided by the dry pendent or horizontal sidewall sprin-
klers with bronze sprinkler, brass cup and escutcheon.
6. Unless otherwise specified, the 165'F concealed sprinkler will be pro-
vided with a 165'F cover
General Installation Instructions
The dry sprinkler must be installed only in standard (ANSI B16.4) Pipe
tees even at branch line ends. The "A" dimension of a dry sprinkler,
which extends into freezers from wet pipe systems should be selected
to provide at least 14" between the freezers outside wall or ceiling and
the wet pipe.
1. Cut the appropriate size hole for the sprinkler in the wall or ceiling di-
rectly in line with the tee.
2. Apply pipe joint compound to the 1" pipe threads and install sprinkler
using the correct sprinkler wrench.
Sprinkler Type
Approvals
Model 33 Dry Pendent
1 2,4,5
Model 33 Dry Pendent Metric
6
Model G3 Dry Horizontal Sidewall
1,4
Model G3 Dry Pendent Recessed
1,3,4,5
Voclel 133A Dry Pendent Concealed
1,4,5
) Model G3 Dry Pendent Concealed
3
Approval Organizations
Maximum
"A" Dimension
1. Underwriters Laboratories Inc.
48"
2. Factory Mutual Research Corp.
36"
3. Factory Mutual Research Corp.
36"
-Light Hazard Occupancies No Limitations
-Ordinary Hazard Occupancies Group
1 & 2 Wet System Only
4. UL Certified for Canada
48"
5. NYC BS&A No. 587-75-SA
36"
6. Loss Prevention Council (57oC & 74oC only)
36"
Technical Data:
Orifice: 1/2"(15mm)
ThreadSize: 1"NPTperANSIB2.1
or R1 per ISO 7/1 when metric sprinkler specified.
Working Pressure: 175 psi
"K" Factor: Up to 18":5.7
181/4" to 48":5.5
NOTE: Installation of Model G3 or G3A Sprinklers in copper pipe
systems is not recommended as this may reduce the life
expectancy of the sprinklers.
Contact Reliable for additional technical information on this sprinkler.
3. Install the escutcheon. Use of the FEA Wrench to install the recessed es-
cutcheon will avoid smudge on the wall or ceiling. See Bulletin 205 for de-
tails.
Model G3 Recessed Installation Instructions
The Model G3 Wrench, Figure (1), is designed to locate on the wrenching
pads of the sprinkler while centering in the cup. A standard 1/2" drive ratchet
may be used to drive this wrench. Figure (2) shows the removal of the
wrench. Care should be taken during this procedure to avoid hitting the de-
flector with the wrench. The wrench should be lowered until it clears the
cup, and then moved horizontally to clear the sprinkler.
WRENCHAW
Figure 1 Figure 2
Model G31A Concealed Installation Instructions
After a 2 y," diameter hole is cut in the ceiling, the sprin-
�7
kler is easily installed with the Model G4 Wrench. The
wrench has drive tangs which insert into the cup slots.
When installing a sprinkler the wrench is first posi-
tioned into the sprinkler cup assembly until the wrench
tangs engage drive slots in the top of the cup (there
are two sets of mating drive slots in the cup). The sprin-
kler is then tightened into the pipe fitting. When insert-
ing or removing the wrench from the sprinkler cup
assembly care should be taken to prevent damage to
>
the sprinkler DO NOT WRENCH ON ANY OTHER
PART OF THE SPRINKLER CUP ASSEMBLY.
Figure 3
The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual
Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Products manufactured and distributed by Reliable have been protecting life and property for over 70 years, and are installed and serviced by the most highly qualified and
reputable sprinkler contractors located throughout the United States, Canada and foreign countries.
Manufactured by
The Reliable Automatic Sprinkler Co., Inc.
R Recycled Paper
(914) 668-3470 Corporate Offices
(914) 592-1414 Sales Off ices Revision lines indicate updated or new data.
Reliab Im (914) 592-3676 Fax
liablesprinkler.corn Internet Address E.G. Printed in USA 10/98. P/N 9999970010
0
0
4
Model I G3A Dry Pendent Concld Sprinkler
"A" Di 41/,- to 48" in 114" increments(l)
Refer to approvals table for maximum "A" dimension/approval combinations
Cover Plates Finishes :(2�
White
Bronze
Chrome Plated
(2) Other finishes and colors are available on
special order, consult factory for details.
Sprinkler
Cover Plate
Max.
Temperature Rating
Temp. Rating
Ceiling Temp.
135-F (57-C)
135-F(57-C)
100'F(38-C)
165-F (74-C)
135-F(57-C)
100-F(38-C)
165-F (74-C)
165-F(74-C)
100-F (38-C)
212-F(100-C)
165-F(74-C)
150'F(66-C)
Sprinkler cup fabricated of steel and intended for interior applications
Sprinkler Installation Wrench:
Model G4 Sprinkler Wrench
Do not install the Model G3A Sprinkler in ceilings which have
positive pressure in the space above
Model G3A Dry Horizontal Sidewall
"A" Dim 1 2" to 48" in 114" increments(l)
Refer to approvals table for maximum "A" dimension/approval combinations
Finishes:(')
Bronze All Temp. ratings
Chrome Plated All Temp. ratings
(2) Other finishes including lead plated, wax coated or wax coated over lead
plated are available on special order, consult factory for details.
Sprinkler cup and escutcheon fabricated of brass to provide im-
proved appearance in exterior applications.
Sprinkler Installation Wrench:
Model G3 Sprinkler Wrench
System Tee
----- IP
Vi: L ---
I NPT
"A" Dimension
Adjustment 2 5 8
Ra ge 1/4"
Hole in Ceiling
2 3/8 D'o.
Sprinkler
1/4 " Co�erplote,A Cup Assembly
'I
Adjustment
Assembly
Coverplote
I L Cei
hng
C
J
3/16"—J
1/4 . Coverplote 3 5/16
Adjustment L 116room
Nominal Position
of Escutcheon
Sprinkler
Temperature Rating
Frame Color*
Max
Ceiling Temp.
135-F (57-C)
Black Stripe
1 00-F (38-C)
165oF (740C)
Uncolored
100oF (38-C)
212-F(100-C)
White
150-F (88-C)
286OF(141-C)
Blue
2250F(107oC)
*Frame color does not apply to plated sprinklers
Note: Sprinkler cup protrudes 1/4" when escutcheon is in nomi-
nal position. Escutcheon adjustment provides +1/4" to -11/4" "A"
dim. adjustment range.
: F___7, F___'___'_C_e'i1_ing___
F
1/4 " Escutcheon
Adiustment _f
System Tee
1 NPT
2
Ho
I 16FGOIB
1 /4 " Escutcheon
jus men
2 17/32
/8" Dia. J_
in Wall 1/4"Protrusi n
A" Dimension
Adjustment
Range + 1/4 Nominal Position
— 1 1/4 of Escutcheon
4" Min,
6" Mo..
3 11
10
0
BACKIFLOW PREVENTION
DOUBLE CHECK DETECTOR ASSEMBLY
1111111111IF
Physical Properties
Size of Mainline
2-1/2", 3, 4", 6", 8", & 10"
Max. Working Pressure
175 PSI (1200 KPa)
Hydrostatic Test Press.
350 PSI (2400 KPa)
Temperature Range
320 F to 1400 F
(00 C to 600 C)
End Connections
Flanged ANSI B16.1
Class 125
Materials
Main Valve Body
Ductile iron Grade 65-45-12
Coating
Fusion epoxy coated
internal and external
AWWA C550-90
Shut Off Valves
OS & Y resilient wedge
gate valves AWWA C509
Trim
Bronze
Elastomer Discs
EPDM
Spring
Stainless steel
Installation Views
1
18" min
Vaiv
ar
FLOW
Standard orientation (Model 876*/876V)
Note -Model 876 does not include grooved end coupling.
Recommended minimum clearances from permanent structures for
ease of testing and maintenance.
U.S. Patent No. 4,989,635 U.S. Patent No. 5,107,888
U.S. Patent No. 5,385,166 U.S. Patent No. 5,226,441
U.S. Patent No. 5,392,803 U.S. Patent No. 5,503,176
MODEL 876V DOUBLE CHECK DETECTOR
(Shown in vertical position)
MODEL 876/876V DOUBLE CHECK DETECTOR
(Shown in standard orientation)
r
4" m
L
FLOW
181,
mill
cal Support Adaptor**
i Support
iished by customer)
falve weight only.
Vertical orientation (Model 876V)
** Adaptor supplied with 876V only
T � FAT5, ' C! F,
A a
0
876/876V Materials of Construction
ITEM
DESCRIPTION
MATERIALS
ITEM
DESCRIPTION
MATERIALS
ITEM
DESCRIPTION
MATERIALS
1
Body
A536 GR 65-45-12
8
Lower Spring Retainer
B584 Alloy C83600
26
Gasket
EPDM ASTM D2000
2
Cover
A536 GR 65-45-12
9
Spring Stem
304SS
35
O-ring
EPDM ASTM D1999
2.1
O-ring
EPDM ASTM D2000
9.1
Elastic Stop Jam Nut
18-BSS
35.1
Back Up Ring
Acetal Resin
2.2
Cap Screw
Plated Steel
10
Spring
A313 Type 631 SS
36
Cover
8584 Alloy C83600
2.3
Hex Nut
Plated Steel
10.2
Spring Shim
Acetal Resin
40
Ball Valve
B584 Alloy C83600
2.5
Cover (w/o holes)
A536 GR 65-45-12
10.3
Spring Shim
Acetal Resin
41
Nipple
Brass
3
Seat Ring
B524 Alloy C83600
11
Spring Guide
B 130 Alloy C22000
42
Gate Valve (OS&Y)
AWWA C509
3.1
Gasket
EPDM ASTM D2000
12
Upper Spring Retainer
B584 Alloy C83600
43
Bulkhead Filling
B584 Alloy C83600
4
Arm
B584 Alloy C83600
12.1
Bushing Spring Stem
Acetal Resin
43.1
Bulkhead Fitting
B584 Alloy C83600
4.1
Bushing -Swing Pin
Acetal Resin
13
Pivot Bearing
B585 Alloy C83600
44
Bulkhead Fitting
B584 Alloy C83600
42
Swing Pin
304SS
14
Flange Gasket
Rubber/Fabric
45
Gasket
EPDM ASTM D2000
5
Retaining Clip
302SS
15
Bearing Socket
Acetal Resin
45.1
Gasket
EPDM ASTM D2001
5.1
Retaining Clip
302SS
16
Hex Jam Nut
18-8SS
46
Washer
B36 Alloy 260
6
Check Disk (2-1/2" - 8")
EPDM Coated GR, 45
Capscrew (10" Only)
18-8SS
46.1
Washer
B36 Alloy 260
Ductile Iron w/ type
17
Washer
302SS
47
Nut
B584 Alloy C83601
304SS
18
Flange Nut
Plated Steel
47.1
Nut
B584 Ailloy C83602
Seat Disc (10" Only)
Silicone ASTM D2000
18.1
Flange Nut
Plated Steel
60
Identification Plate
B36 Alloy C26000
6.1
Disc Holder (10" Only)
ASTM A743 304 SS
19
Cover
A36 StI. Epoxy Coated
61
Identification Plate
B36 Alloy C26000
6.2*
Disc Retainer (10' Only)
ASTM A743 304 SS
24
Bolt
Plated Steel
62
Drive Screw
Stainless Steel
6.3*
Capscrew, (10" Only)
18-8SS
24.1
Washer
Plated Steel
70
Clamp 876V Only
AWWA C606
7
Load Pin
304SS
25
Bolt
Plated Steel
I
I
* Not Shown
0
is
Model 876/876V
Standard Orientation
Note: The Model 876V is shipped in the standard (N-Shape)
orientation as shown below. Model 876 does not include
grooved end coupling.
arooved and
0
Model 876V
Vertical Orientation
Size
A
B
C
Ell
OS&Y
OPEN
Dimensions
F G
H
i
K
M
Approximate
Net.
OS&Y
(Lbs.)
21/2"
121/2
253/4
241/4
163/8
165/8
61/4
11 '/2
3'/2
13'/8
271/4
230
3"
121/2
253/4
243/4
221/4
165/8
6'/4
111/2
33/4
141/8
281/4
300
4"
14
277/8
263/4
231/4
173/4
7
13
41/2
151/2
31
330
6"
16
32'/4
32'/4
301/s
21'/8
8
13
5'/2
185/8
371/4
520
8"
181/2
37%
363/8
373/4
243/4
91/4
141/2
63/4
203/4
41112
860
110..
21
421/2
403/4
48
271/2
10
15
8
24
48
1460
Weights do not include risers or optional valve setter.
Note: Dimensions shown are nominal. Allowances must be made for normal manufacturing tolerances
Refer to Specification Sheet SS VS for details on valve setter.
Application
Non -Health Hazard Fire Sprinkler Systems
Flow Orientation
Standard orientation is inlet flow vertical up, outlet flow
vertical down. Vertical orientation is inlet and outlet flow
vertical up.
Options
0 Valve Setter with MJ x FL, MJ x MJ
or FL x FL ends
16
14
U)
12
10
0 8
-0 6
ca
4
2
18
16
ou) 14
;� 12
10
8
0M 6
a)
4
2
B
A
0 1 .
Agency Compliance
• Approved by the Foundation for Cross
Connection Control and Hydraulic Research
at the University of Southern California.
• ASSE (Std. 1048)
• ANSI/AWWA (C510-89)
• CAN/CSA (B64.5)
• FM*
• UL*
• cUL
Less gate not FM approved.
Less gate not UL listed unless installed with UL listed
gated valves.
.11 .11 oil
311 811
10
—14
0 25 75 125 175 225 275 325
GPM
411
B I
0 100 200 300 400 500 600 700
GPM
A -Vertical orientation (model 876V)
B-Standard orientation (model 876)
cf) 12
�� 10
U)
U) 8
0
_j 6
_0W 4
a) 2
n
16
—14
Fn
IL 12
cn 10
on
0 8
-o 6
4
2
— A
=04
B —
0 500 1000 1500 2000 2500 3000
GPM
1011
B
0 1000 2000 3000 4000 5000
GPM
The 6" and 10" flow curves in the standard orientation
include the FEBCO valve setter model 611.
FEBCO Backf1low Prevention
P.0. Box 8070 * Fresno, CA 93747 * Fax: (559) 453-9030 e www.cmb-ind.com CMB Industries, Inc.
SS876V 12/98 F=A United Dominion Company
0
0
0
0
OSYSU-1 Stock No. 1010106
OSYSU-2 Stock No. 1010206
GENERAL INFORMATION
The OSYSU is used to monitor the open position of an
OS & Y (outside screw and yoke) type gate valve. This
device is available in two models; the OSYSU-1,
containing one set of SPDT (Form C) contacts and the
OSYSU-2, containing two sets of SPDT (Form C)
contacts. These switches mount conveniently to most
OS & Y valves ranging in size from 2" to 12". They will
mount on some valves as small as 1/2".
The cover is held in place by two tamper resistant screws
that require a special tool to remove. The tool is furnished
with each device and should be left with the building
owner or responsible party. Replacement or additional
OSYSU-1 1 -2
OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SWITCH
UL and CSFM Listed, FM Approved, NYMEA Accepted,
CE Marked
Dimensions: 6.19"L X 2.25"W X 5.88"H
15.7cm L X 5.7cm W X 14.6cm H
Weight: 2 lbs. (.9 kg.)
Enclosure: Cover - Die -Cast
Finish - Red Spatter Enamel
Base - Die Cast Zinc
All parts have corrosion resistant finishes.
Cover Tamper: Tamper resistant screws,
Optional cover tamper kit available.
Contact Ratings:
OSYSU-1: One set of SPDT (Form C)
OSYSU-2: Two sets of SPDT (Form C)
15.00 Amps at 125/250VAC
2.50 Amps at 30VDC resistive
Environmental Limitations:
• NEMA 4 and NEMA 6P Enclosure (IP67) when used
with appropriate watertight conduit fittings.
• Indoor or Outdoor use (Not for use in hazardous
locations. See bulletin no. 5400705 OSYS-U-EX
for hazardous locations.)
• Temperature Range: -40OF to 140OF (-400C to 600C)
Conduit Entrances:
2 knockouts for 1/2" conduit provided
Service Use:
Automatic Sprinkler NFPA-1 3
One or two family dwelling NFPA-13D
Residential occupancy up to four stories NFPA-13R
National Fire Alarm Code NFPA-72
cover screws and hex keys are available. See ordering
information on page 4.
OPTIONAL COVER TAMPER SWITCH
A field installable cover tamper switch is available as an
option which may be used to indicate removal of the
cover. See ordering information on page 4.
TESTING
The OSYSU and its associated protective monitoring
system should be inspected and tested in accordance
with applicable NFPA codes and standards and/or the
authority having jurisdiction (manufacturer recommends
quarterly or more frequently).
Potter Electric Signal Company * 2081 Craig Road, St. Louis, MO, 63146-4161 * Phone: 800-325-3936/Canada 905-882-1833 * www.pottersignal.com
PRINTED IN USA MKT. #8820004 - REV N PAGE 1 OF 4
9/99
0 0
damallbb
Alrm�mlhl OSYSU-1 1 -2
IF R.J 'I
N IBM W In
%X7JP0TTER OUTSIDE SCREW AND YOKE VALVE
,%move SUPERVISORY SWITCH
FIG. 1 SMALL VALVE INSTALLATION - 1/2" THRU 2 1/2" SIZES
THESE SWITCHES MOUNT CONVENIENTLY TO MOST 2" TO 12" OS & Y VALVES. THEY WILL MOUNT ON SOME
VALVES AS SMALL AS 1/2". J-HOOKS MAY BE REQUIRED ON VALVES WITH LIMITED CLEARANCE.
CLAMP BAR
CARRIAGE BO
SMALL VALVE INSTALLATION
1. Remove and discard "C" washer and roller from the trip
rod.
2. With the valve in the FULL OPEN position, locate the
OSYSU across the valve yoke as far as possible from the
valve gland, so that the trip rod lays against the non -
threaded portion of the valve stem.
3. Loosen the locking screw that holds the trip rod in place
and adjust the rod length (see Fig. 4). When adjusted
properly, the rod should extend past the valve screw, but
not so far that it contacts the clamp bar. Tighten the
locking screw to hold the trip rod in place.
NOTE: If trip rod length is excessive, loosen the locking
screw and remove the trip rod from the trip lever. Using
pliers, break off the one (1) inch long notched section (see
Fig. 5). Reinstall trip rod and repeat Step 3 procedure.
4. Mount the OSYSU loosely with the carriage bolts and
clamp bar supplied. On valves with limited clearance use
J-hooks supplied instead of the carriage bolts and clamp
bar to mount the OSYSU.
5. Mark the valve stem at the center of the trip rod.
SLOTTED MOUNTING HOLES
MAY BE USED FOR FINE
ADJUSTMENT OF SWITCH
ON BRACKET
BRACKET
DWG. #979-3
6. Remove the OSYSU. File a 1/8" deep groove centered on
the mark on the valve stem utilizing a 3/16" round, non -
tapered file. Round and smooth the edges of the groove to
prevent damage to the valve packing and to allow the trip
rod to move easily in and out of the groove as the valve is
operated.
7. Mount the OSYSU with the trip rod centered in groove.
8. Final adjustment is made by loosening 2 screws (see Fig.
1) and sliding the OSYSU on the bracket. Adjustment is
correct when switches are not activated with the trip rod
seated in the valve stem groove and that the switches
activate when the trip rod moves out of the groove.
9. Tighten the adjustment screws and all mounting hardware.
Check to insure that the rod moves out of the groove easily
and that the switches activate within one turn when the
valve is operated from the FULL OPEN towards the
CLOSED position.
NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT
THE STEM THREADS DO NOT ACTIVATE THE SWITCH.
THE SWITCH BEING ACTIVATED BY THE STEM THREADS
COULD RESULT IN A FALSE VALVE OPEN INDICATION.
7
PRINTED IN USA MKT. #8820004 - REV N PAGE 2 OF 4
9/99
0
0
0
E
0
POTTER
OSYSU-1 , -2
OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SWITCH
FIG. 2 LARGE VALVE INSTALLATION - 3" THRU 12" SIZES
3" THRU 12" VALVES USE CARRIAGE RACKET
BOLTS. CARRIAGE BOLTS MOUNT
ON INSIDE OF YOKE, IF THERE CLAMP BAR
IS SUFFICIENT CLEARANCE.
CARRIAGE BOLTS
SLOTTED MOUNTING (2 REQUIRED)
HOLES. MAY BE USED ROLLER
FOR FINE ADJUSTMENT GROOVE
OF SWITCH ON BRACKET.
YOKE
VALVE STEM
PAGE 3 OF 4
TRIP ROD
DWG. #979-4 \�:�p \ GLAND
LARGE VALVE INSTALLATION
1. With the valve in the FULL OPEN position, locate the
OSYSU across the valve yoke as far as possible from the
valve gland, so that the trip rod lays against the non -
threaded portion of the valve stem.
2. Mount the OSYSU loosely with the carriage bolts and
clamp bar supplied.
3. Loosen the locking screw that holds the trip rod in place
and adjust the rod length (see Fig. 4). When adjusted
properly, the rod should extend past the valve screw, but
not so far that it contacts the clamp bar. Tighten the
locking screw to hold the trip rod in place.
NOTE: If trip rod length is excessive, loosen the locking
screw and remove the trip rod from the trip lever. Using
pliers, break off the one (1) inch long notched section (see
Fig. 5). Reinstall trip rod and repeat Step 3 procedure.
4. Mark the valve stem at the center of the trip rod.
5. Remove the OSYSU. File a 1/8" deep groove centered on
the mark of the valve stem utilizing a 3/8" round, non -
tapered file. Round and smooth the edges of the groove
to prevent damage to the valve packing and to allow the
trip rod to move easily in and out of the groove as the
valve is operated.
Mount the OSYSU loosely with the trip rod centered in
groove.
7. Final adjustment is made by loosening 2 screws (see Fig.
2) and sliding the OSYSU on the bracket. Adjustment is
correct when switches are not activated with the trip rod
seated in the valve stem groove and that the switches
activate within one turn when the valve is operated from the
FULL OPEN towards the CLOSED position.
8. Tighten the adjustment screws and mounting hardware.
Check to insure that the rod moves out of the groove
easily and that the switches activate within one turn when
the valve is operated from the FULL OPEN towards the
CLOSED position.
NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT
THE STEM THREADS DO NOT ACTIVATE THE SWITCH.
THE SWITCH BEING ACTIVATED BY THE STEM THREADS
COULD RESULT IN A FALSE VALVE OPEN INDICATION.
PRINTED IN USA
MKT. #8820OD4 - REV N
9/99
0
0
.ddmmh�
(D.POTTER
FIG. 3 DIMENSIONS
3
ROD E)(TENDEO Lr DWG. J979-5
BREAKING EXCESSIVE ROD
LENGTH
FIG. 5
I)Vr� #979-7
ORDERING INFORMATION
OSYSU-1 9 -2
OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SWITCH
FIG. 4
KN
FOI
2.25 co
LL?
SWITCH TERMINAL
CONNECTIONS
CLAMPING PLATE
TERMINAL
CAUTION:
An uninsulated section of a single conductor
should not be looped around the terminal and
serve as two separate connections. The wire
must be severed, thereby providing supervi-
sion of the connection in the event that the wire
becomes dislodged from under the terminal.
MODEL DESCRIPTION
STOCK NO.
OSYSU-1 Outside Screw & Yoke -Supervisory Switch (Single switch)
1010106
OSYSU-2 Outside Screw & Yoke -Supervisory Switch (Double switch)
1010206
Cover Screw
5490344
Hex Key for Cover Screws and Installation Adjustments
5250062
Optional Cover Tamper Switch Kit
0090131
For pressure reducer type valve installation kits (if required) contact valve
manufacturer.
PARTS
CREW
CREW
ROD
9-6 0
TYPICAL ELECTRICAL CONNECTIONS
LOCAL CIRCUIT
N 0
TO POWER FOR
Co. N.C.
.C.
ILN
INDICAT NG
DEVICE
INDICATING DEVICE
TO SUPERVISORY CIRCUIT
7N-0.
OF CONTROL PANEL
END OF
COM..L_r C
UNE
RESISTOR
DING. #979-1
Contacts shown in normal (valve open) condition.
TYPICAL SWITCH ACTION
OPEN VALVE POSITION
COM' N.C.
Sw #1 N.C.
CztSw #2
CLOSED VALVE POSITION
COM"
Sw # 1
N.C.
-N C. IS
SW #2
DWG. #979-2
PRINTED IN USA MKr. #8820004 - REV N PAGE 4 OF 4
9/99
0
ictaulice
An G 9001 certified company
PRODUCT DESCRIPTION
Series 717 FireLockTM
check valve is a CAD -
developed design that is
hydrodynamically efficient.
A totally rubber encapsu-
lated disc on 4 - 12 " (114,3 -
323,9 mm) sizes provides
Sizes 21/2 - 3"
superior corrosion resis-
tance. This single disc
design incorporates a
spring assisted featur
non -slamming operat
For systems requiring
Riser Check option re
section 10.09.
Sizes 4 - 12" The 4 " (114,3 mm) and
larger sizes are provided
DIMENSIONS
Typical 21/2 - 3"
e for
ion.
a
fer to
with upstream and down-
stream drains and a
welded -in nickel seat
design. All sizes of Series
717 can be installed in the
vertical or horizontal posi-
tion to provide leak -free
sealing under conditions as
low as five feet of head.
Each valve is factory tested
to 500 PSI (3440 kPa). The
21/2 and 3 " (73,0 and
88,9 mm) sizes are UL/ULC
Listed and 4 " (114,3 mm)
sizes and larger are UL/ULC
Listed and FM Approved
R 1�
P
(7))
(22y 1
J,
T 112" NPT Upstream Drain
1h" NPT Downstream Drain
2" NPT (Drain Optional)
Typical 4 - 8"
Series 717
FireLock TM
Check Valves
for services up to 250 PSI
(1725 kPa). Sizes 4 - 8V
114,3 - 219,1 mm (except
165,1 mm size) are VdS
approved.
Grooved ends allow fast,
easy installation with just
two Victaulic couplings or
the valve may be mounted
to flanged (ANSI CL.150)
equipment using either to
Victaulic Style 741
Vic -Flange' or Style 744
FireLock flange adapters on
either end.
A--
C
P
�J
D E
K,1 2
B ), �!J:�
0 1/2" NPT Upstream Drain
01/2" NPT Downstream Drain
Typical 10 - 12"
10.08-1A
SIZE
Dimensions- Inches/millimeters
Approx.
Nominal
Wgt. Ea.
Inches
E to E
Lbs.
Actual mm
A
B
C
D
E
J
K
P
R
kg
21/2
3.88
4.25
3.56
-
-
-
-
-
3.6
73.0
99
108
90
-
-
-
-
-
1,6
76,1 mm
3.88
4.25
3.56
-
-
3.6
99
108
90
-
-
1,6
3
4.25
5.06
4.13
-
-
4.5
88,9
108
129
105
-
-
2.0
4 t
9.63
6.00
3.88
2.75
3.50
2.00
4.50
3.50
3.35
20.0
114,3
245
152
99
70
89
51
114
89
85
9,1
5 t
10.50
6.80
4.50
-
4.17
2.15
5.88
4.08
3.98
2 .0
141,3
267
173
114
-
106
55
149
104
101
12,3
139.7 mm t
1050
680
4 _50
-
4 17
215
5.88
4.08
3.98
27.0
267
173
114
-
106
55
149
104
101
12,3
6 t
11.50
8.00
5.00
-
4.50
2.38
6.67
4.73
3.89
38.0
168,3
292
203
127
-
114
61
169
120
99
17,2
165,1 mm
11.50
8.00
5.00
-
4.50
238
6.67
4.73
3.89
j 38.0
292
203
127
-
114
61
169
120_
99
17,2
8 t
14.00
9.88
6.06
5.05
5.65
2.15
8.85
5.65
5.75
64.0
219,1
356
251
154
128
144
55
225
144
146
29,0
10
17.00
12.00
7.09
5.96
6.69
2.15
10.92
6.73
-
100.0
273,0
432
305
180
151
170
55
277
171
-
45,4
12
19.50
1400
806
691
7.64
251
1281
773
-
1400
323,9
495
356
205
176
19 4
64
925
196
-
63,5
t VdS Approved
VictaulieWorld Headquarters 9 P.O. Box 31, Easton, PA 18044-0031 9 4901 Kessiersville Rd., Easton, PA 18040 9 1-800-PICK VIC * FAX: 610/250-8817 o www.victaulic.com
1479 Rev.13 9/00 0 Registered Trademark of Victaulic
@Copyright 1996 Victaulic
Printed in U.S.A.
0
` 0
FLOW CHARACTERISTICS
NOTE: Placement of check valves
too close to sources of unstable flow
will shorten the life of the valve and
potentially may damage the system.
To extend valve life, valves should
be installed a reasonable distance
downstream from pumps, elbows,
ex panders, reducers or other similar
devices. Sound piping practices
dictate a minimum of five (5) times
the pipe diameter for general use.
Di stances between three (3) and
five (5) diameters are allowable pro-
vl ded the flow velocity is less than
eight (8) feet per second ( ' s
Distances less than three (3�`dmiapme-
ters are not recommended and will
violate the Victaulic product warran-
ty.
6.0
5.0
4.0
.0
.0
CL
1 1.0
CL
0 U.V
.8
.7
W .6
cc
D .5
U) .4
W
W
cc .3
CL
012
01
SERIES 717
FF
A
HIM WAINI I
FAFAI fAlfAw"1AFA0111101
�MMEMENOW�WMWAME'AMV,d�AMAWAMENNIN�l
���MMEMENIF�F"IFAMIFiEl'Al�MWAVAMENNIN
�MMENJIlPAFMW
10 20 30 40 60 80 100 200 300 400 600 1,000
800
MATERIAL SPECIFICATIONS
Body: Ductile iron conforming
to ASTM A-395, grade 65-45-15,
and ASTM A-536, grade 65-45-
12. 21/2 - 3 " (73,0 - 88,9 mm) sizes
PPS coated. 4 - 12" (114,3 -
323,9 mm) sizes painted black
enamel.
Body Seat: 21/2 - 3" (73,0 -
88,9 mm) sizes PPS coated.
4 - 12 " (114,3 - 323,9 mm) inte-
grally welded on nickel alloy.
Disc Seal or Coating:
LJ Grade "E" EPDM
EPDM (Green color code).
Temperature range —30oF to
+230OF (-34oC to +11 OoC).
Recommended for cold and
hot water service within the
specified temperature range
plus a variety of dilute acids,
oil -free air and many chemi-
cal services. UL classified in
FLOW RATE - G.P.M.
accordance with ANSI/NSF
61 for cold +86'F (+30'C) and
hot +180oF (+82oC) potable
water service. NOT RECOM-
MENDED FOR PETROLEUM
SERVICES.
*Services listed are General Ser-
vice Ri-commi-ndations only It
should be noted that there are
services for which these gaskets
are not recommended. Refer-
ence should always be made to
the latest Victaulic Gasket
Selection Guide for specific gas-
ket service recommendations
and for a listing of services
which are not recommended.
Discs: 21/2 - 3" (73,0 - 88,9 mm)
Aluminum bronze conforming to
ASTM B-148. 4 - 12" (114,3 -
323,9 mm) ductile iron conform-
ing to ASTM A-395, grade 65-
2,000 4,000 6,000 10,000 20,000
3,000 8,000
45-15, and ASTM A-536, grade
65-45-12, fully encapsulated in
Grade "E" elastomer.
Shaft: 21/2 - 3" (73,0 - 88,9 mm)
Type 416 stainless steel. 4 - 12"
(114,3 - 323,9 mm) Type 316
stainless steel
Spring: All sizes Type 302/304
stainless steel.
Shaft Plug: 21/2 - 3" (73,0 -
88,9 mm) only; SAE Hex Socket
Type conforming to ASTM
A-576, cadmium plated to mili-
tary specifications QQ-P-416A,
class 3 type 2. 4 - 12 " (114,3 -
323,9 mm) only; carbon steel
zinc plated to ASTM B-633.
Pipe Plug: 4 - 12 " (114,3 -
323,9 mm) only; carbon steel
zinc plated to ASTM B-633.
This prod uct shall be manufactured by Victaulic Company. All products shall be installed in accordance with current Victaulic installation/assembly instructions.
Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations.
0
0
E
10.08-2
0
buttdr
butterfly valves
175 psi
FOR FIRE PROTECTION SYSTEMS
COMPLETE VALVE ASSEMBLY. WITH
SUPERVISORY CONTROL TAMPER SWITCH
MODEL BB-SCS
(For GROOVED END D I ME NSIONS, see reverse side.)
Patent Pending
Approved Listed
For use with fire protection sprinkler systems.
Approved by the New York City Board of Stds. & Appeals
under Calendar No. 996-81-SM.
DIMENSIONS — INCHES
SIZE
1
11/4
11/2
2
21/2
A
21/8
25/8
27/a
31/4
41/8
B
51/16
5'3/32
521/32
61/s
63/a
C
19/16
1 '5/16
23/16
23/4
35A6
D
123/32
21/8
23/s
31/16
31/2
C,
43
85
112
180
180
(The Cv Factor is defi ned as the f I ow coeff ici e nt fo r valves, exp ress i ng the f low
rate in gallons per minute at 60*F. water with 1.0 psi pressure drop across
valve.)
1 -10
VALVE W/NPT ENDS & SWITCH
VALVE W/GROOVED ENDS
& SWITCH
TAMPER SWITCH KIT
NOTES:
1. Available factory assembled or as separate kit
for field assembly.
2. Signals movement of disc from the full open
position or tampering with the control housing.
3. Supervisory control is available with either one
or two S.P.D.T. prewired micro switch(es).
4. Switch Rating:
10 Amps 115 VAC-60Hz
0.5 Amps 28 VDC
5. Wire leads are 24" long. Consult factory for
special lead lengths.
6. Wiring diagram:
Black
Red
White
SWITCH POSITION WITH VALVE FULL OPEN.
TO CHANGE WIRING FROM NORMAL OPEN TO NORMAL
CLOSED, REVERSE RED AND BLACK.
7. Model nos. for ordering:
One S.P.D.T. switch for single circuit
BB-SCS01 — Complete Valve Assembly
BBVSCS01 —Complete Valve Assembly
BB-SCK01 — Control Kit only
Two S.P. D.T. switches for two circuits
BB-SCS02 — Complete Valve Assembly
BBVSCS02 — Complete Valve Assembly
BB-SCK02 — Control kit only
8. Grooved end (BBVSCS) are available in only
21/2".
MATERIAL LIST
NO.
PART
MATERIAL
SPECIFICATION
1
Indicator
Sintered Iron
F0008P
2
Housing
B-ronze
ASTM 584
Body
Bronze
ASTM 584
4
Handle
Mall. Iron
5
Disc.
Stain. StI. Type 304
6
Disc Seal
Viton* * .
E. 1. DuPont Trademark
I-Ves
b6 b U' Y.0
MILWAUKEE ,VALVE,,-...COMPANY,,..-INC.�,�, We My:;
.:"2375 South Burrell Street, Milwaukee, I I
Nisconsin-53207�.,
0
MODEL PS40A
POTTER HIGH/LOW
PRESSURE SWITCHES
MODEL PS40A PRESSURE SWITCH FOR MONITORING
HIGH AND/OR LOW PRESSURE VARIATIONS
PS40-1 A Single Switch - Stock No. 1340401
PS40-2A Double Switch - Stock No. 1340402
The Potter PS40A Series are pressure actuated switches
designed primarily to detect a 10 PSI increase and/or decrease
from normal system pressure in automatic fire sprinkler
systems.
Typical applications are air pressure supervision in dry pipe
systems and pressure supervision of pressure tanks, air supply
or water supply.
INSTALLATION AND TEST PROCEDURES
Mounting: Device should be mounted in upright position
(threaded connection down).
Requires NEMA type 4 conduit hub for outdoor installations.
UL and CSFM Listed, FM and LPC Approved, NYMEA Accepted
Dimensions: 4 3/4"W x 2 1/4"D x 4 3/8"H
Enclosure: Cover -Die-cast with textured red powdercoat finish
Base - Plated Steel
Pressure Connection: 1/2" NPT Male
Factory Adjustment:
PS40-1 A: Operates on decrease at 30 PSI
PS40-2A: Operates on increase at 50 PSI, and on decrease
at 30 PSI
Pressure Range: 10 - 175 PSI
Maximum Differential: Approx. 2 lbs. at 20 PSI
5 lbs. at 175 PSI
Maximum System Pressure: 250 PSI
Switch Contacts: SPDT (Form C)
15.0 Amps at 125/250VAC, 2.5 Amps at 30VDC
One set in PS40-1 A, Two sets in PS40-2A
Environmental Specifications:
Indoor or outdoor use
NEMA 4/IP55 Rated Enclosure
Temperature range: -40OF to 140OF (-40oC to 60*C)
(Not for use in hazardous locations)
Service Use:
Automatic Sprinkler NFPA-13
One or two family dwelling NFPA-13D
Residential occupancy up to four stories NFPA-13R
National Fire Alarm Code NFPA-72
Tamper: Cover incorporates tamper resistant fasteners that
require a special key for removal. One key is supplied with each
device. For optional cover tamper switch kit, order Stock No.
0090134.
Dry System: Connect PS40A in air supply line on the system
side of any shutoff or check valve.
Provision for testing the unit can be accomplished with the
installation of a Potter Bleeder Valve (Model BVQ in the line to
the PS40A.
Testing: The operation of the pressure supervisory switch
should be tested upon completion of installation and periodi-
cally thereafter in accordance with the applicable NFPA codes
and standards and/or the authority having jurisdiction (manu-
facturer recommends quarterly or more frequently).
CAUTION: Testing the PS40A may activate other system
connected devices.
Potter Electric Signal Company* 2081 Craig Road, St. Louis, MO,63146-4161 6 Phone: 800-325-3936/Canada905-882-18330www.pottersignal.com
PRINTED IN USA MKT. #8810002 - REV N PAGE 1 OF 2
MFG. #5400924 - 3/99
MODEL PS40A
(R) HIGH/LOW
,,)POTTER PRESSURE SWITCHES
DIMENSIONS
NOTE:
TO PREVENT LEAKAGE, APPLY TEFLON TAPE
SEALANT TO MALE THREADS ONLY.
WARNING:
USE OF PIPE JOINT CEMENT MAY RESULT IN OBSTRUC-
TION OF APERTURE AND LOSS OF SIGNAL
FIELD ADJUSTMENTS: The operating point of the switch
(or switches on the PS40-2A) can be adjusted to any point
between 10 and 175 PSI by turning the adjustment knob(s)
clockwise to raise the actuation point, and counter-
clockwise to lower the actuation point. In the case of the
PS40-2A, the two switches operate completely indepen-
dently of one another, and each switch may be adjusted to
actuate at any point the system requires. Final adjustment
should be made with a pressure gauge.
Typical Sprinkler Application - Dry System
PS40A
-AIR LINE
S FF
HUT
BLEEDER
PSIOA
V
LVALVE
TEST
ALARM
PRESSURE
CHECK
VALVE
SWITCH
BVIL
A
cHEcK Bvs
DRY
VALVE
PIPE
VALVE
WATER
DWG.
#924-1
OS & Y'
BY-PASS
VALVE
TEST
VALVE
Ordering Information
Model Description
F_ HI LOW
ADJUSTMENT
KNOBS
1.125
2.250----4
WATER
MOTOR
GONG
Stk. No.
PS40-1 A Pressure switch with one set SPDT contacts 1340401
PS40-2A Pressure switch with two sets SPDT contacts 1340402
BVL Bleeder Valve 1000018
Hex Key 5250062
Cover Tamper Switch 0090134
BVS 1/2' Ball Valve with tamper switch 1010150
com. NO. N.C.
LOW 2.750 375
OR 97 � . I
3.188
-,4.750 DWG. #924-30
Pressure Switch Terminations
PRESSURE N.C. N.C.
INCREASE COM COM.
PRESSURE
DECREASE (5 6 q
COM. N.C. N.C. COM. N.O. N.C.
DWG. #926-3
Typical Electrical Connections
LOCAL CIRCUIT STYLE 9 (CLASS B) SUPERIASED CIRCUIT
HIGH LOW
C
0_1"- � END
SIGNALING : Co.: CO)o OF
To DENACE NC4 LINE
NO RESISTOR
POWER C
OWC. #926-4A HIGH LOW
NOTE: Switches are shown in standby condition with "normal"
pressure applied. Switch #1 (high) changes with pressure increase.
Switch #2 (low) changes with pressure decrease.
SwitchTerminal Connections Clamping PlateTerminal
OWC. #923-3
CAUTION:
An uninsulated section of a single con-
ductor should not be looped around
the terminal and serve as two separate
connections. The wire must be sev-.
ered, thereby providing supervision of
the connection in the event that the
wire becomes dislodged from under
the terminal.
Engineer/ArchitectSpecifications
Air pressure supervisory switch shall be a Model PS40A as manufactured by Potter Electric Signal Co. of St. Louis, Mo. and shall be installed on
the sprinkler systems as shown on the drawings and/or as specified herein.
Switches shall be provided with a 1/2" NPT male pressure connecfion to be connected into the air supply line on the system side of any shut-off
valve. A Model BV`L bleeder valve as supplied by Potter Electric Signal Co. of St. Louis, Mo. or equivalent shall be connected in line with the
PS40A to provide a means of testing the operabon of the supervisory switch. (See DWG. #924-1)
The switch unit shall contain SPDT (Form C) switch(es). One switch shall operate at a pressure decrease of 10 PSI from normal. If two switches
are provided, the second switch shall operate at a pressure increase of 10 PSI from normal. Switch contacts shall be rated at 15.0 Amps at 125/
250VAC and 2.5 Amps at 30VDC. The units shall have a maximum pressure rating of 250 PSI and shall be adjustable from 10 to 175 PSI.
The switch housing shall be weatherproof and oil resistant. The cover shall incorporate tamper resistant screws.
The unit shall be UL and CSFM Listed, FM and LPC Approved, and NYMEA Accepted.
PRINTED IN USA MKT. #8810002 - REV N PAGE 2 OF 2
MFG. #5400924 - 3/99
0 0
POTTER MODEL PS10A
PRESSURE SWITCH
PS10-1 A Single Switch - Stock No. 1340101
PS10-2A Double Switch - Stock No. 1340102
INSTALLATION AND TEST.PROCEDURES
The Potter PS10A Series Pressure Actuated Switches are
designed for the detection of a waterflow condition in automatic fire
sprinkler systems of particular designs such as wet systems with
alarm check valves or dry pipe systems. They may also be used to
provide a low pressure supervisory signal. They may be adjusted to
operate on pressure between 4 and 20 PSI.
MOUNTING: Device should be mounted in upright position
(threaded connection down). Requires NEMA type 4 conduit hub
for outdoor installations.
TESTING: The operation of the pressure alarm switch should be
tested upon completion of installation and periodically thereafter in
accordance with the applicable NFPA codes and standards and/or
the authority having jurisdiction (manufacturer recommends
quarterly or more frequently).
WET SYSTEM:
METHOD 1: When using PS10A and control unit with retard -
connect PS10A into alarm port piping on the input side of retard
chamber and electrically connect PS 1 OA to control unit that
provides a retard to compensate for surges. Insure that no
unsupervised shut-off valves are present between the alarm check
valve and PS1 OA.
METHOD 2: When using the PS10A for local bell application or
with a control that does not provide a retard feature - the PS10A
must be installed on the alarm outlet side of the retard chamber of
the sprinkler system.
UL and CFSM Listed, FM and LPC Approved, NYMEA Accepted
Dimensions: 4 3/4"W x 2 1/4"D x 4 3/8"H
Enclosure: Cover- Die-cast with textured red powdercoat finish
Base - Plated Steel
Pressure Connection: 1/2" NPT Male
Factory Adjustment: Operates on Pressure increase at 6 ±1 PSI
Operates on Pressure decrease at 5 ±1 PSI
Maximum Differential: 1 PSI
Maximum System Pressure: 250 PSI
Switch Contacts: SPDT (Form C)
15.0 Amps at 125/250VAC, 2.5 Amps at 30VDC
One set in PS10-1A, Two sets in PS10-2A
Environmental Specifications: Indoor or outdoor use
NEMA 4/IP55 Rated Enclosure
Temperature range: -40'F to 140'F (-40'C to 60'C)
(Not for use in hazardous locations)
Service Use:
Automatic Sprinkler NFPA-13
One or two family dwelling NFPA-13D
Residential Occupancy up to four stories NFPA-13R
National Fire Alarm Code NFPA-72
Tamper: Cover incorporates tamper resistant fasteners that require
a special key for removal. One key is supplied with each device. For
optional cover tamper switch kit, order Stock No. 0090134.
TESTING: Accomplished by opening the inspector's end -of -line
test valve. Allow time to compensate for system or control retard.
CAUTION: Method 2 is not applicable for remote station service
use, if there is an unsupervised shut-off valve between the alarm
check valve and the PS 1 OA.
WET SYSTEM WITH EXCESS PRESSURE:
Connect PS10A into alarm port piping extending from alarm check
valve. Retard provisions are not required. Insure that no unsuper-
vised shut-off valves are present between the alarm check valve
and the PS10A.
TESTING: Accomplished by opening the water by-pass test valve
or the inspector's end -of -line test valve. When using end -of -line
test, allow time for excess pressure to bleed off.
DRY SYSTEM:
Connect PS1 OA into alarm port piping that extends from the
intermediate chamber of the alarm check valve. Install on the
outlet side of the in -line check valve of the alarm port piping.
Insure that no unsupervised shut-off valves are present between
the alarm check valve and the PS10A.
TESTING: Accomplished by opening the water by-pass test valve.
CAUTION: The above tests may also activate any other circuit
closer or water motor gongs that are present on the system.
Potter Electric Signal Company 0 2081 Craig Road, St. Louis, MO, 63146-4161 0 Phone: 800-325-3936/Canada 905-882-1833 0 www.pottersignal.com
PRINTED IN USA M KT. #8810001 - REV P PAGE 1 OF 2
MFG. #5400923 - 3/99
(.E)POTTER' MODEL PS10A
01 PRESSURE SWITCH
DIMENSIONS SWITCH TERMINAL CONNECTIONS
Co., NO. N.C. CLAMPING PLATE TERMINAL
NOTE:
To PREVENT
L 'AGE, A JUSTMENT
EA APPLY DKNOBS
.TEFLON TAPE
SEALANT TO MALE
THREADS ONLY. 4.375
WARNING:
USE OF PIPE JOINT
CEMENT MAY
RESULT IN C. #923-3
OBSTRUCTION OF
THE APERTURE CAUTION:
AND LOSS OF An uninsulated section of a single conductor should
SIGNAL. not be looped around the terminal and serve as two
separate connections. The wire must be severed,
thereby providing supervision of the connection in
DWG. #923-1 —2.250— 4.750 the event that the wire becomes dislodged from
under the terminal.
TYPICAL SPRINKLER APPLICATIONS
WET SYSTEM WET SYSTEM DRY SYSTEM
WITH EXCESS PRESSURE WITHOUT EXCESS PRESSURE PS10
ALARM PRESSURE
PS10A PS10A SWITCH WATER
W TER WATER MO
MOTOR MOTOR COTOR
GONG GONG NG
SYS RETARD CHECK
WET evs DRY VALVE
WET SYSTEM
A WA' "
MOTOR
GONG
CHECK
SYSTEM WS SYST M ALARM VALVE
ALARM A RM
CHECK CHECK RETARD CHECK
VALVE VALVE VALVE
WATER WAT
WATER _ ER
a I Y_PAS,
EIY_, Y By
-PASS
& Y By PASS 'L PASS
VA
VALV OS & y L 05 & Y
OS VALVE `VALVE VALVE LVE
VALVE VALVE
D.C. #923-2
CAUTION: Closing of any shutoff valves between the alarm check valve and the PS10A will render the PS10A inoperative. To comply with
NFPA-72 any such valve shall be electrically supervised with a supervisory switch such as Potter Model BVS.
TYPICAL ELECTRICAL CONNECTIONS
LOCAL CIRCUIT
TRANSFORMER OR BATTERY POWER STYLE D (CLASS A) SUPERVISED LOOP STYLE B (CLASS B) SUPERVISED CIRCUIT
N.C.
TO
CO TROL Co. -OF-LINI RESISTOR
�-,�SI.NALINI
0 � N�
Y- WO. UNIT END
DEV�CE PAN.O.
N,C� A_N C DWG. 0923-15
ORDERING INFORMATION
Model
Description
Stock No.
PS10-1A
Pressure switch with one set SPDT contacts
1340101
PS10-2A
Pressure switch with two sets SPDT contacts
1340102
Hex Key
5250062
Cover Tamper Switch Kit
0090134
BVS
1/2" Ball Valve with tamper switch
1010150
ENGINEER/ARCHITECT SPECIFICATIONS
PRESSURE SWITCH
TERMINATION
iNCREASING
SYSTE M
PRESSURE
TYPICAL
WATERFLOW
I INSTALLATION
COM. N.O. N. C.
SWITCH MARKINGS
TYPICAL
LOW PRESSURE
CONTACT POSITION
SUPE
SHOWN WITH DEVICE
DECREA:1`NS'O
T+" �+
IN PRES SURIZED
CONDITION
SYSTEM
PRESSURE
G
COM. N.C. N.C_
DWG. #982-4
SWITCH MARKINGS
Pressure type waterflow switches shall be a Model PS10A as manufactured by Potter Electric Signal Co. of St. Louis, Mo. and
shall be installed on the sprinkler systems as shown on the drawings and/or specified herein.
Switches shall be provided with a 1/2" NPT male pressure connection to be connected into the alarm check valve of a "Wet"
sprinkler system or into the intermediate chamber of a "dry" pipe system and shall be actuated by any flow of water to or in excess
of the discharge from one sprinkler head.
Switches shall have a maximum service pressure rating of 250 PSI and shall be factory adjusted to operate on pressure increase
at 6 ±1 PSI. There shall be one (1) or two (2) SPDT contacts rated at 15.0 Amps at 125/250VAC and 2.5 Amps at 30VDC.
The switch housing shall be weather proof and oil resistant. The cover shall incorporate tamper resistant screws.
The unit shall be LIL and CSFM Listed, FM and LPC Approved, and NYMEA Accepted. .
PRINTED IN USA MKT. #8810001 - REV P PAGE 2 OF 2
MFG. #5400923 - 3/99
7J
F-30 2/98
A A �.". M
Aim
A UNIT OF IDEX CORPORATION
45 '1
R,
�'�"pW
Olilles- ton
bt?qui
vssors
-Dry S
M.4;
sys�'
..........
v Z'�zx'
er
I
COOGAST 0 Offless 'Pltwon Air Comp�r&
Features
• Motor -mounted, no belts or pulleys
• Oil free air, no lubrication required
• Corrosion resistant internal parts
• Compact, lightweight and easy to install
• Regardless of Cause Warranty
Side View
9-,%
Dimensional Data (in.
Front View
Model Number
A
B
1LAA-11T-M100X
18.50
8.12
2LAF-11T-M20OX
26.00
15.65
-3LEM-1 1 T-M345X
26.00
21 �.00
4LCB-11T-M450X
33.00
17.20
5LCA-1 1T-M55OX
33.00
16.50
6LCF-11TM616X
38.00
18.29
Maximum
Gallons
in System
To Pump
To 40 PSI In
30 Minutes
90
150
180
�ibo
400
600
800
1000
Z. C
1728
0.75
-.113.00
26.13
26.88
28.38
Pipe
Size
1/4" -NPT
1/4" NPT
107APT-
1/4" NPT
1/4'-'N,PT
3/8" NPT
CFM
Free
Air
40 PSI Motor Data
Tank PackageASME
coded tank mounted
compressors include gauge,
pressure switch (minimum
switch differential is 10-13
psig), shut-off valve, drain
valve, check valve and
safety valve.
Side View
1.f
Front View
i�'
Dimensional Data (in.)
Pipe
M odel Number D E
F S, Ize
7LDE-11T-M75OX 38.00 18.00
28.31 3/8" NPT
8LDF-11TA-M850X 38.00 18.29
28-.38 1/2" NPT
Tankless Tank -Mounted
Packages Packages
1.0
1/6 hp, 115-60-1
1LAA-32-MIOOX
1.5
1/4 hp, 115-60-1
2LAF-1 2-M20OX
2.0
1/3 hp, 115-60-1
3LEM-32-M345X
-
3.1
1�2 -tip, -il-5/230-66-1
-4LdB-21-M45oX
4.2
3/4 hp,_j 151230-60-1
5LCA-22-M55OX
5.2
1 hp, 115/230-60-1
6LCF-1 3-M616X
7.9
11 /2 hp, 115/208-230-60-1
7LDE-16-M75OX
10.7
2 hp, 115/230;
8LDF-1 6-M85OX
110/220-60/50-1
1LAA-11TM100X
(2 gallon)__
2LAF-11T-M20OX
(12 gallon)
3LEM-11T-M345X
(12 gallon)
4L&B-i i T-m4�ox
(20 gallio6)
5LCA-11T-M55OX
20gallon)
A - -
6LCF-11T-M616X
(30 gallon)
7LDE-1 1T-M-75ox-
(40 gallon)-
8LDF-1 1 TC-M850X(30 gallon)
11-0
0
10
;sors for Dry SpAnkler Systems*
OF
Air Capacity of A System
Capacity of I
Foot of Pipe
(Based on actual Internal
diameter)
Diameter
Gallons
1/2 in.
.016
3/4 in.
.028
1 in.
.045
1 1/4 in.
.078
1 112 in.
.106
2 in.
.174
2112 in.
.248
3 in.
.383
3 in.
.513,
4 in.
.660
5 in.
1.040
6 in.
1.501
8 in.
2.66
Tan kiess/Automatic air compres-
sors have inlet filters, a safety valve,
pressure switch (minimum switch
differential is 10-13 psig on most
models), check valve, tubing and
fittings.
The 2LAF-12-M20OX has 6 psig minimum
differential.
Motors - All air compressors shown have open motors. Single phase
motors have internal thermal protection. Dual voltage motors are
shipped pre -wired for the higher voltage. (All tank mounted units, with
the exception of the 8LDF series, are wired for 115 volts.)
Dimensional Data (in.)
Pipe
Model Number
A
B
C
Size
1 LAA-32-Ml OOX
5.88
14.00
7.38
1/4" NPT
2LAF-1 2-M20OX
8.38
14.38
10.88
1/4" NPT
3LEM-32-M345X
7.12
13.57
9.36
1/4" NPT
4LCB-21-M45OX
8.88 -_14.75
12.00
1/4" NPT
5LCA-22-M55OX
8.88
'� 6.38
12.25
1- 1/4" NPT
6LCF-1 3-M616X
9.00
17.5
13.00
1/4" NPT
Dimensional Data (in.)
Pipe
Model Number D E
F Size
7LDE-16-M75OX 8.88 22.00
12.38 3/8"NPT
8LDF-1 6-M85OX 8.70 24.06
1169 1/2" NPT
— I
Accessories
Part
Number Description
AJ550
Check valve 1/4"NPT female
AJ550A
valve 3/8"NPT female
AT670
-Check
Riser mounting bracket
AK620
Pressure switch (6 psig minimum pressure
differential)
AE1 63A
Pressure switch
(10-13 psig minimum pressure differential)
AE1 63B
Pressure switch, cut -in pressure 40 psi,
cut-out pressure 50 psi
AF564
Pr6�sure switch
(20 psig minimum pressure differential)
AF631
Shock/isolation mounts 1/4-20 thread (both
ends) (48 frame)
AF633
--Shooklisolatiori-mounts-5/16-:18 thread (both -
ends) (48 & 56 frame)
Side View Front View
HERB
now
Top View - Front View
Compressor mounting
bracket comes complete
with all the hardware and
adjustable stainless steel
straps for mounting Gast
tankless air compressors to all
sizes of riser pipes. To order,
contact your local sprinkler
supply company or your local
Gast distributor and ask for
Gast part number AT670.
Refer to NFPA 13 Chapter 5-2 (Dry Pipe Systems) for limitations and requirements of air supplies
UL Fire Protection Listing
U@ L
VDUR (C
Air Compressors- Special Type MP1448(N) (Listed in the Fire Protection Directory)
Models I LA-M100X,, 2LA-M20OX, 3LB-M30OX, 4LC-M45OX, 5LC-M55OX, 6LC-M616X, 7LD-M75OX, 8LD-M85OX
are single -stage, positive -displacement type air pumps with integral motor, both stand alone and tank -
mounted.
QDFT2
Component -Painting Equipment, Air Compressor, Vacuum Pumps E75450
Compressors Models 1 HAJ LA, 2HB, 21-13,31-113, 31-13, 4HC, 4LC, 5HC, 5LC followed by any letter A to L incl.,
followed by two digit numbers 00 to 99 incl., followed by any letter A to Z incl., followed by letter M, followed
by three digit numbers 100 to 699 incl., followed by letter X, Y. or Z.
Guide No. 22-1-0
Class 3811
Air Compressors LR37697
Piston pumps, stationary, compressor or vacuum Series I LA, 21-13, 31-13, 4LC, 5LC,1 HA, 21-113, 31-113, 4HC, 5HC,
5VS, 5VD, 6LD,6HD, 7LD, 7HD,IVA,l VSJ VB, 4VC, 4VS, 575v max. single and three phase, 50/60 Hz, 2hp
max. Series followed by suffix numbers and letters to form model designation or (XXXX) replaced in Series to
form model designation.
Note: Three phase motor models not recognized by UL.
For Your GAST Fire Protection Equipment Contact
C 0 _T
3'G,AA S.
1AWX
IDEX CORPORATION
Gast Manufacturing, Inc.
A Unit of IDEX Corporation
Post Office Box 97
Benton Harbor, MI 49022
Ph: 616/926-6171
Fax: 616/925-8288
http://www.gastmfg.com
Gast Eastern Sales Office
505 Washington Avenue
Carlstadt, NJ 07072
Ph: 201/933-8484
Fax: 201/933-5545
Gast Customer Sales
2550 Meadowbrook Road
Benton Harbor, Ml 49022
Ph: 616/926-6171
Fax: 616/925-8288
Gast European Sales Office
Beech House
Knaves Beech Business Centre
Loudwater, High Wycombe
Bucks, England HP10 9SD
Ph: 1628 532600 (00 44)
Fax: 1628 532470 (0044)
Gast Midwestern Sales Off ices
755 North Edgewood
Wood Dale, IL 60191
Ph: 630/860-7477
Fax: 630/860-1748
Gast Hong Kong
Unit 3, 19/F Block E _7
Wah Lok Industrial Centre
31-35 Shan Mei Street
Fo Tan, N.T. Hong Kong
Ph: (852) 2690 1008
Fax: (852) 2690-1012
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I)EVELOPMENT SERVICLcS C7.R.
IT CITY OF ED&IONDS
INV
REET FILE
-) K - U W ADS — A 70/ — .21
SMITH FIRE SISTEMS, INC.
3813 168th Street NE Suite 1 9 Arlington, Washington 98223
A� (360) 651-7701 - FAX (360) 651-2419
CONTR. REG. NO. SMITHFS1360T
HYDRAULIC CALCULATION INFORMATION SHEET
PROJECT NAME 5TH & WALNUT MIXED USE JOB NO. Nl-159
DATE 11/21/01
ADDRESS 437 5TH AVENUE BY PHILIP CARDER
EDMONDS, WASHINGTON
SYSTEM DESIGNATION: SYSTEM 1 RECEIVED
HAZARD DESCRIPTION: AUTOMOBILE PARKING GARAGE
HAZARD CLASS PER NFPA 13: ORDINARY HAZARD GROUP I K10V 2 6 2001
SPECIFIC RULING: DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
RULING MADE BY: OF
DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1,950 SQ. FT.
ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT:
FILE
INSIDE HOSE 0 GPM
OUTSIDE HOSE 250 GPM
NODE 0
IN -RACK SPRINKLER DEMAND N/A GPM
SYSTEM TYPE: DRY
TOTAL NUMBER OF SPRINKLERS
THIS SYSTEM 117
"C" FACTOR OVERHEAD: 100, 120
"C- FACTOR UNDERGROUND:
140
MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER:
130 SQUARE FEET
SPRINKLER MANUFACTURER: RELIABLE MODEL:
G TEMPERATURE:
165 * F
K-FACTOR:
5.62 ORIFICE SIZE:
1/2"
WATER SUPPLY:
STATIC 112 PSI
RESIDUAL 20 PSI
FLOW 4,800 GPM
ELEVATION OF TEST:
DATE OF TEST:
DATA PROVIDED BY: MIKE SMITH OF THE EDMONDS FIRE DEPARTMENT
LOCATION OF TEST:
BASE OF RISER DEMAND
407.43 GPMREQUIREDAT 92.53 PSI
(INCLUDING 0 GPM FOR HOSE STREAMS)
SUMMARY
657.43 GPIVIREQUIREDAT 100.75 PSI
AT CONNECTION TO CITY WATERMAIN
-4'bl" DVXW-
(INCLUDING 250 GPM FOR TOTAL HOSE STREAMS)
CERTIFICATE OF COMPETENCY STAMP
SUBMITTAL SERIAL NO:2244HY13
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
DRY SYSTEM NO. 1 - HYDRAULICALLY MOST DEMANDING AREA
DESIGN DENSITY .15 GPM / SQ. FT. OVER 1950 SQ. FT.
FILE NAME - 159MRAl
FLOW TEST RESULTS
Water Supply
STATIC 112.00 PSI
RESIDUAL 20.00 PSI @ 4800.00 GPM
CITY PRESSURE AVAILABLE AT 6S7.4 GPM 109.67 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL
MINIMUM
SPR
FLOW
FLOW
K-FACTOR
PRESSURE
---
101
----
23.97
----
19.50
--------
5.62
--------
18.19
102
22.33
'i9.50
5.62
15.78
103
21.34
19.50
5.62
14.41
104
20.82
19.50
5.62
13.72
105
19.50
19.50
5.62
12.04
106
24.46
19.50
5.62
18.95
107
23.36
19.50
5.62
17.27
108
22.82
19.50
5.62
16.49
109
22.69
19.50
5.62
16.31
110
23.50
19.50
5.62
17.48
ill
23.05
19�.50
5.62
16.82
112
22.91
19.50
5.62
16.62
113
23.14
19.50
5.62
16.95
114
22.69
19.50
5.62
16.30
115
22.56
19.50
5.62
16.11
116
23.10
19.50
5.62
16.90
117
22.66
19.50
5.62
16.26
118
22.53
19.50
5.62
16.07
TOTAL WATER REQUIRED FOR SYSTEM
OUTSIDE HOSE STREAMS AT 0
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 7 TO 8
407.43 GPM
250.00 GPM
657.43 GPM
100.74 PSI
0. 00 PSI
15. 15 FPS
11-20-2001 PAGE 1
i I . Y 4 0 0
SUBMITTAL
SERIAL NO:2244HY13
11-20-2001
PAGE 2
5TH
& WALNUT MIXED
USE BLDG.
SFS JOB
NO. Nl-159
DRY
SYSTEM
NO. 1 -
HYDRAULICALLY
MOST
DEMANDING
AREA
DESIGN
DENSITY
.15
GPM / SQ.
FT. OVER
1950 SQ.
FT.
FILE
NAME
- 159MRAl
Location
Flow
Pipe
Fittings
Equiv
Friction
Pressure
in
Size
&
Length
Loss
Summary
From To
GPM
IN Devices
Ft
PSI/Ft
PSI
104
105
1.049
L
5.67
C=100
PT
12.04
(105)
Q
19.50
F=T
F
4.00
PE
0.00
AO
T
9.67
0.1740
PF
1.68
103
104DQ
20.82
1.728
L
11.50
C=100
PT
13.72
(104)
Q
40.32
F=O
F
O.QO
PE
0.02
BN
T
11.50
0.0587
PF
0.68
102
103DQ
21.34
1.728
L
10.50
C=100
PT
14.42
(103)
Q
61.65
F=O
F
0.00
PE
0.02
BN
T
10.50
0.1287
PF
1.35
101
102DQ
22.33
1.728
L
10.50
C=100
PT
15.79
(102)
Q
83.98
F=O
F
0.00
PE
0.02
BN
T
10.50
0.2281
PF
2.40
11
101DQ
23.97
1.728
L
4.04
C=100
PT
18.21
(101)
Q
107.95
F=T,E
F
18.00
PE
0.42
A BN
T
22.04
"0.3629
PF
8.00
PT
26.63
( 11)
------------------
117
118
1.728
L
8.67
C=100
PT
16.07
(118)
Q
22.53
F=O
F
0.00
PE
0.02
BN
T
8.67
0.0200
PF
0.17
116
117DQ
22.66
1.728
L
8.67
C=100
PT
16.26
(117)
Q
45.19
F=O
F
0.00
PE
0.02
BN
T
8.67
0.0725
PF
0.63
15
116DQ
23.10
1.728
L
4.83
C=100
PT
16.91
(116)
Q
68.29
F=T,E
F
18 * 0 , 0
PE
0.83
BN
T
22.83
0.1555
PF
3.55
PT
21.29
( 15)
------------------
114
115
1.728
L
8.67
C=100
PT
16.11
(115)
Q
22.56
F=O
F
0.00
PE
0.02
BN
T
8.67
0.0200
PF
0 . --,,?
-3
114DQ
22.69
1.728
8.67
C=1'00
P7 .-,16.30
'114'
% I
Q
45.25
F=O
F
0.00,
PE
0.02
BN
T
8.67
0.0726
PF
0.63
14
113DQ
23.14
1.728
L
5.54
C=100
PT
16.95
(113)
Q
68.39
F=T,E
F
18.00
PE
0.81
BN
T
23.54
0.1560
PF
3.67
PT
21.43
14)
SUBMITTAL SERIAL NO:2244HY13 11-20-2001 PAGE 3
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
DRY SYSTEM NO. 1 - HYDRAULICALLY MOST DEMANDING AREA
DESIGN DENSITY .15 GPM / SQ. FT. OVER 19SO SQ. FT.
FILE NAME - 159MRAl
Location
Flow
Pipe
Fittings
Equiv
Friction
Pressure
in
Size
&
Length
Loss
Summary
From
To
GPM
IN
Devices
Ft
PSI/Ft
PSI
------------------
111
112
1.728
L
8.67
C=100
PT
16.62
(112)
Q
22.91
F=O
F
0.00
PE
0.02
BN
T
8.67
0.0206
PF
0.18
110
111DQ
.23.05
1.728
L
8.67
C=100
PT
16.82
(111)
Q
45.96
F=O
F
0.00
PE
0.02
BN
T
8.67
0.0748
PF
0.65
13
110DQ
23.50
.1.728
L
6.00
C=100
PT
17.49
(110)
Q
69.46
F=T,E
F
18.00
PE
1.01
BN
T
24.00
0.1605
PF
3.85
PT
22.3S
( 13)
------------------
108
109
1.728
L
8.00
C=100
PT
16.31
(109)
Q
22.69
F=O
F
0.00
PE
0.02
BN
T
8.00
0.0203
PF
0.16
107
108DQ
22.82
1�'.728
�
L
10.50
t,--100
PT
16.49
(108)
Q
45.51
t
F=O
F
0'.00
PE
0.02
BN
T
10.50
0.0734
PF
0.77
106
107DQ
23.36
1.728
L
10.50
C=100
PT
17.28
(107)
Q
68.87
F=O
F
0.00
PE
0.02
BN
T
10.50
0.1580
PF
1.66
12
106DQ
24.46
1.728
L
.*4.04
C=100
PT
18.96
(106)
Q
93.34
F=T,E
F
18.00
PE
0.42
BN
T
22.04
0.2773
PF
6.11
PT
25.49
( 12)
------------------
14
15
3.314
L
15.67
C=100
PT
21.29
( 15)
Q
68.29
F=EE
F
5.00
PE
0.02
FM
T
20.67
0.0065
PF
0.13
13
14DQ
68.39
3.314
L
15.83
C=100
PT
21.44
( 14)
Q
136.68
F=2E
F
22.00
PE
.:- 0. 02
PM
'r
37.83
0.0236
PF
0.99.
12
13DQ
69.46
3.314
L
15.83
C=100
PT
22.35
( 13)
Q
206.14
F=2E
F
22.00
PE
1.23
FM
T
37.83
0.0504
PF
1.91
11
12DQ
93.34
3.314
L
11.25
C=100
PT
25.49
( 12)
Q
299.48
F=O
F
0.00
PE
0.00
FM
T
11.25
0.1005
PF
1.13
SUBMITTAL
SERIAL NO:2244HY13
11-20-2001
PAGE 4
5TH
& WALNUT MIXED
USE BLDG.
SFS JOB
NO. Nl-159
DRY
SYSTEM
NO. 1 -
HYDRAULICALLY MOST DEMANDING
AREA
DESIGN
DENSITY .15
GPM / SQ.
FT. OVER 1950
SQ.
FT.
FILE
NAME
- 159MRAl
Location
Flow
Pipe
Fittings
Equiv
Friction
Pressure
in
Size
&
Length
Loss
Summary
From
To
GPM
IN Devices
Ft
PSI/Ft
PSI
10
11DQ
107.95
3.314
L
194.17
C=100
PT
26.62
11)
Q
407.43
F=T,7E
F
100.00
PE
-0.62
FM
T
294.17
0.1777
PF
52.27
9
10
3.314
L
4.83
C=100
PT
78.27
10)
Q
407.43
F=E
F
11.00
PE
0.02
FR1
T
15.83
0.1777
PF
2.81
8
9
3.314
L
3.42
C=100
PT
81.10
9)
Q
407.43
F=O
F
0.00
PE
1.48
FR1
T
3.42
0.1777
PF
0.61
7
8
3.314
L-
1.75
C=120
PT
83.19
8)
Q
407.43
F=T,BFY,DPV
F
44.00
PE
0.76
FR1
T
45.75
0.1268
PF
5.80
311 VICTAULIC MODEL
756 DRY
PIPE VALVE
2.79
6
7
:.'4.310
L
1.67
C=120
PT
92.53
7)
Q
407.43
F=O
F
0.00
PE
0.00
FR
T
1.67
0.0353
PF
0.06
5
6
4.310
L
2.25
C=120
PT
92.59
6)
Q
407.43
F=O
F
0.00
PE
0.00
FR
T
2.25
0.0353
PF
0.08
4
5
4.310
L
1.33
C=120
PT
92.67
5)
Q
407.43
F=O
F
0.00
PE
0.00
FR
T
1.33
0.0353
PF
.0.05
3
4
4.310
L
5.17
C=120
PT
92.72
4)
Q
407.43
F=2E
F
30.00
PE
-0.40
FR
T
35.17
0.0353
PF
1.24
2
3
4.000
L
0.01
C=140
PT
93.56
3)
Q
407.43
F=DD3
F
0.00
PE
0.00
UN
T
0.01
0.0381-
PF
0.00
411
FEBCO MODEL
876 N
DETECTOR
DOUBLE CH
VA ASSEMBLY
6.17
1
2
4 . 0 9'!�-
L
1. 33
C=140
PT
'14.
Q
407.43
F=E
F
9.00
PE
0.29
-
UN
T
10.33
0.0340
PF
0.35
0
1
6.155
L
28.00
C=140
PT
100.38
1)
Q
407.43
F=T,2GV
F
51.00
PE
0.00
UN
T
79.00
0.0047
PF
0.37
COMMENT:
250 GPM
ADDED AT NODE 0 FOR HOSE ALLOWANCE
PT 100.75 0)
0
SUBMITTAL SERIAL NO:2244HY13 11-20-2001 PAGE 5
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
DRY SYSTEM NO. 1 - HYDRAULICALLY MOST DEMANDING AREA
DESIGN DENSITY .15 GPM / SQ. FT. OVER 1950 SQ. FT.
FILE NAME - 159MR.Al
SMITH FIRE ASTEMS, INC.
3813 168th Street NE Suite 1 * Arlington, Washington 98223
(360) 651-7701 * FAX (360) 651-2419
CONTR. REG. NO. SMITHFS1360T
HYDRAULIC CALCULATION INFORMATION SHEET
PROJECT NAME 5TH & WALNUT MIXED USE JOB NO. NI-159
DATE 11/21/01
-ADDRESS 437 5TH AVENUE BY PHILIP CARDER
I EDMONDS, WASHINGTON
SYSTEM DESIGNATION: SYSTEM 2
HAZARD DESCRIPTION: MECHANTILE
HAZARD CLASS PER. NFPA 13: ORDINARY HAZARD GROUP 11
SPECIFIC RULING:
RULING MADE BY: OF
DENSITY: .20 GPM OVER THE MOST HYDRAULICALLY REMOTE 922.5 SQ. FT.
ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT:
INSIDE HOSE 0 GPM
OUTSIDE HOSE 250 GPM NODE 0
IN -RACK SPRINKLER DEMAND N/A GPM
SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 140
"C" FACTOR OVERHEAD: 120 -C- FACTOR UNDFRGROUND: 140
MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET
SPRINKLER MANUFACTURER: RELIABLE MODEL: F1 FR TEMPERATURE: 155 F
K-FACTOR: 5.62 ORIFICE SIZE: 1/2"
WATER SUPPLY:
STATIC 112 PSI
RESIDUAL 20 PSI
FLOW 4,800 GPM
ELEVATION OF TEST:
DATE OF TEST:
DATA PROVIDED BY: MIKE SMITH OF THE EDMONDS FIRE DEPARTMENT
LOCATION OF TEST:
BASE OF RISER DEMAND
384.25 GPM REQUIRED AT 74.36 PSI
(INCLUDING 0 GPM FOR HOSE STREAMS)
Q1 IRARA A Dv
634.25 GPM REQUIRED AT 82.10 PSI
AT CONNECTION TO CITY WATERMAIN
_'mugb DV.CO—
CERTIFICATE OF COMPETENCY STAMP
(INCLUDING 250 GPM FOR TOTAL HOSE STREAMS)
SUBMITTAL SERIAL NO:2244HY13
STH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
WET SYSTEM NO. 2 - HYDRAULICALLY MOST DEMANDING AREA
DESIGN DENSITY .20 GPM / SQ. FT. OVER 922.5 SQ FT.
FILE NAME - 159MRA2
FLOW TEST RESULTS
Water Supply
STATIC
112.00 PSI
RESIDUAL
20.00 PSI
@ 4800.00
GPM
CITY
PRESSURE
AVAILABLE
AT 634.2
GPM
SUMMARY
OF SPRINKLER OUTFLOWS
ACTUAL
MINIMUM
SPR
FLOW
FLOW
K-FACTOR PRESSURE
---
201
----
32.63
----
26.00
-------- --------
5.62
33.72
202
31.05
��6.00
5.62
30.53
203
30.79
26.00
5.62
30.01
204
30.76
26.00
5.62
29.95
205
30.80
26.00
5.62
30.03
206
30.13
26.00
5.62
28.73
207
29.95
26.00
5.62
28.40
208
29.95
26.00
5.62
28.39
209
30.03
26.00
5.62
28.56
210
28.78
26_00
5.62
26.23
211
27.13
26. 00
5.62
23.30
212
26.25
26.00
5.62
21.81
213
26.00
26.00
5.62
21.40
TOTAL WATER REQUIRED FOR SYSTEM
OUTSIDE HOSE STREAMS AT 0
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 20 TO 21
109.82 PSI
384.25 GPM
250.00 GPM
634.25 GPM
82.10 PSI
0.00 PSI
21.48 FPS
11-20-2001 PAGE 1
SUBMITTAL
SERIAL NO:2244HY13
11-20-2001
PAGE 2
5TH
& WALNUT
MIXED
USE BLDG.
SFS JOB
NO. Nl-159
WET
SYSTEM
NO. 2 -
HYDRAULICALLY MOST DEMANDING
AREA
DESIGN
DENSITY
.20
GPM / SQ.
FT. OVER
922.5 SQ
FT.
FILE
NAME
- 159MRA2
Location
Flow
Pipe
Fittings
Equiv
Friction Pressure
in
Size
&
Length
Loss
Summary
From
To
GPM
IN Devices
Ft
PSI/Ft
PSI
212
213
1.728
L
10.00
C=120
PT
21.40
(213)
Q
26.00
F=T
F
12.00
PE
0.00
BN
T
22.00
0.0186
PF
0.41
211
212DQ
26.25
1.728
L
10.00
C=120
PT
21.81
(212)
Q
52.25
F=T
F
12.00
PE
0.00
BN
T
22.00
0.0676
PF
1.49
210
211DQ
27.13
1.728
L
8.00
C=120
PT
23.30
(211)
Q
79.38
F=T
F
12.00
PE
0.00
BN
T
20.00
0.1466
PF
2.93
36
210DQ
28.78
1.728
L
13.00
C=120
PT
26.23
(210)
Q
108.16
F=T
F
12.00
PE
0.00
BN
T
25.00
0.2599
PF
6.50
PT
32.73
( 36)
------------------
209
208
"1...728
L
10.00
C=120
PT
28.39
(208)
Q
214.37
A
F=O
F
0.00
PE
0.00
BL
T
10.00
0.0165
PF
0.16
45
209DQ
30.03
1.728
L
55.75
C=120
PT
28.55
(209)
Q
54.40
F=O/T
F
12.00
PE
0.00
BL
T
67.75
0.0729
PF
4.94
44
45
2.703
L.
10.00
C=120
PT
33.49
45)
Q
54.40
F=O
F
0.00
PE
0.00
CM2
T
10.00
0.0082
PF
0.08
PT
33.57
44)
------------------
207
208
1.728
L
10.00 *
C=120
PT
28.39
(208)
Q
5.58
F=O
F
0.00
PE
0.00
BL
T
10.00
0.0011
PF
0.01
206
207DQ
29.95
1.728
L
10.00
C=120
PT
28.40
(207)
Q
35.53
F=O
F
0.00
PE
0.00
BL
T
10-00
b . 0 3 T17::
RF.
0.33
�)5.206DQ
30.13
1. �28
L.
11_ 00
C=120
?T
2 P .
(2 0-F
Q
65.66
F=2T-IE'
F
30.00
PE
0. 00
BL
T
41.00
0.1032
PF
4.23
PT
32.96
35)
------------------
205
204
1.728
L
10.00
C=120
PT
29.95
(204)
Q
16.23
F=O
F
0.00
P E
0.00
BL
T
10.00
0.0078
PF
0.08
SUBMITTAL
SERIAL NO:2244HY13
11-20-2001
PAGE 3
5TH
& WALNUT MIXED
USE BLDG.
SFS JOB
NO. Nl-159
WET
SYSTEM
NO. 2 -
HYDRAULICALLY MOST DEMANDING
AREA
DESIGN
DENSITY
.20
GPM / SQ.
FT. OVER
922.5 SQ
FT.
FILE
NAME
- 159MRA2
Location
Flow
Pipe
Fittings
Equiv
Friction
Pressure
in
Size
&
Length
Loss
Summary
From
To
GPM
IN Devices
Ft
PSI/Ft
PSI
44
205DQ
30.80
1.728
-
L
51.75
C=120
PT
30.03
(205)
Q
47.03
F=O/T
F
12.00
PE
0.00
BL
T
63.75
0.0557
PF
3.55
43
44DQ
54.4 ' 0
2.703
L
8.00
C=120
PT
33.58
44)
Q
1,01.43
F=O
F
0.00
PE
0.00
CM2
T
8.00
0.0261
PF
0.21
PT
33.79
43)
------------------
203
204
1.728
L
10.00
C=120
PT
29.95
(204)
Q
14.52
F=O
F
0.00
PE
0.00
BL
T
10.00
0.0063
PF
0.06
202
203DQ
30.79
1.728
L
10.00
C=120
PT
30.01
(203)
Q
45.31
F=O
F
0.00
PE
0.00
BL
T
10.00
0.0520
PF
0.52
34
202DQ
31.05
g7.728
L
11.00
C=120
PT
30.53
(202)
Q
76.37
F=T
F
12.00
PE
0.00
BL
T
23.00
0.1365
PF
3.14
PT
33.67
( 34)
------------------
43
201
1.728
L
51.75
C=120
PT
33.72
(201)
Q
5.52
F=O/T
F
12.00
PE
0.00
BL'
T
63.75
0.0011
PF
0.07
42
43DQ
101.43
2.703
L
10.00
C=120
PT
33.79
43)
Q
106.95
F=O
F
0.00
PE
0.00
CM2
T
10.00
0.0288
PF
0.29
PT
34.08
42)
------------------
33
201
1.728
L
41.00
C=120
PT
33.72
(201)
Q
27.11
F=T
F
12.00
PE
0.00
BL
T
53.00
0.0201
PF
1.07
PT
34.79
33)
------------------
32
42
1.728
L
92.75
C=120
PT
34.07
42)
Q
27. 3-7
L-=-T/T
F
24.00.
rN, C,
T
-6-7
11 -5
r� 0 F,
P
2.39
PT
36.46
32)
------------------
41
42
2.703
L
10.00
C=120
PT
34.07
42)
Q
79.58
F=O
F
0.00
PE
0.00
CM2
T
10.00
0.0167
PF
0.17
SUBMITTAL
SERIAL NO:2244HY13
11-20-2001
PAGE 4
5TH
& WALNUT
MIXED
USE BLDG.
SFS JOB
NO. Nl-159
WET
SYSTEM
NO. 2 -
HYDRAULICALLY
MOST
DEMANDING
AREA
DESIGN
DENSITY
.20
GPM / SQ.
FT. OVER
922.5 SQ
FT.
FILE
NAME
- 159MRA2
Location
Flow
Pipe
Fittings
Equiv
Friction
Pressure
in
Size
&
Length
Loss
Summary
From
To
GPM
IN Devices
Ft
PSI/Ft
PSI
31
41DQ
-42.35
1.728
L 92.75
C=120
PT
34.24
41)
Q
37.23
F=T/T
F 24.00
PE
0.00
BL
T 116.75
0.0361
PF
4.21
PT
38.45
31)
------------------
40
41
2.703
L 10.00
C=120
PT
34.24
41)
Q
42.35
F=O
F 0.00
PE
0.00
CM2
T 10.00
0.0052
PF
0.05
30
40
1.728
L 96.75
C=120
PT
34.29
40)
Q
42.35
F=T,4E/T
F 48.00
PE
0.00
BL
T 144.75
0.0459
PF
6.64
-
PT
40.93
30)
------------------
34
35
2.703
L 10.00
C=120
PT
32.97
35)
Q
173.82
F=O
F 0.00
PE
0.00
CM1
T 10.00
0.0708
PF
0.71
33
34DQ
76.37
'�.703
L 8.00
�C=120
PT
33.68
34)
Q
250.18
F=O
F 0.00
PE
0.00
CM1
T 8.00
0.1388
PF
1.11
32
33DQ
27.11
2.703
L 10.00
C=120
PT
34.79
33)
Q
277.29
F=O
F 0.00
PE
0.00
CM1
T 10.00
0.1679
PF
1.68
31
32DQ
27.37
2.703
L 10.00
C=.120
PT
36.47
32)
Q
304.66
F=O
F 0.00
PE
0.00
CM1
T 10.00
0.1998
PF
2.00
30
31DQ
37.23
2.70.3
L 10.00
C=120
PT
38.47
31)
Q
341.89
F=O
F 0.00
PE
0.00
CM1
T 10.00
0.2473
PF
2.47
PT
40.94
30)
-------------------
35
36
2.703
L 8.00
C=120 -PT
32.73
36)
Q.
108.16
F=O
F 0.00
PE
0.00
FM1.,,,
T 8.RO
0204--
Pl�
0.,
PT
1
32.97
35)
21
30
2.703
L 3.58
C=120
PT
40.93
30)
Q
384.25
F=O
F 0.00
PE
0.00
FM
T 3.58
0.3070
PF
1.10
SUBMITTAL
SERIAL NO:2244HY13
11-20-2001
PAGE 5
5TH
& WALNUT MIXED
USE BLDG.
SFS JOB
NO. Nl-159
WET
SYSTEM
NO. 2 -
HYDRAULICALLY MOST
DEMANDING
AREA
DESIGN
DENSITY .20
GPM / SQ.
FT. OVER
922.5 SQ
FT.
FILE
NAME
- 159MRA2
Location
Flow
Pipe
Fittings
Equiv
Friction Pressure
in
Size
&
Length
Loss
Summary
From
To
GPM
IN Devices
Ft
PSI/Ft
PSI
20
21
2.703
L
22.04
C=120
PT
42.03
21)
Q
384.25
F=4E
F
40.00
PE
5.31
FR2
T
62.04
0.3070
PF
19.05
6
20
3.314
L
5.42
C=120
PT
66.39 ('20)
Q
384.25
F=T,BFY
F
44.00
PE
2.35
FR1
T
49.42
0.1138
PF
5.62
5
6
.4.310
L
2.25
C=120
PT
74.36
6)
Q
384.25
F=O
F
0.00
PE
0.00
FR
T
2.25
0.0316
PF
0.07
4
5
4.310
L
1.33
C=120
PT
74.43
5)
Q
384.25
F=O
F
0.00
PE
0.00
FR
T
1.33
0.0316
PF
0.04
3
4
A.310
L
5.17
C=120
PT
74.47
4)
Q
384.25
F=2E
F
30.00
PE
-0.40
FR
T
35.17
0.0316
PF
1.11
2
3
4.000
L
0.01
C=140
PT
75.18
3)
Q
384.25
F=DD3
F
0.00
PE
0.00
UN
T
0.01
0.0342
PF
0.00
411
FEBCO MODEL
876 N
DETECTOR
DOUBLE CH
VA ASSEMBLY
5.97
1
2
4.095
L
1.33
C=140
PT
81.16
2)
Q
384.25
F=E
F
9.00
PE
0.29
UN
T
10.33
0.0305
PF
0.32
0
1
6.155
L
28.00
C=140
PT
81.77
1)
Q
384.2S
F=T,2GV
F
51.00
PE
0.00
UN
T
79.00
0.0042
PF
0.33
COMMEN T:
25.0 GPM TAKEN AT NODE
0 FOR HOSE ALLOWANCE
PT 82. 10 ( 0)
SMITH FIRE SYSTEMS, INC.
JOB NO. Nl-159
5TH & WALNUT MIXED USE
SYSTEM # 2
REMOTE AREA SHIFTED TOWARDS
PRIMARY MAIN
AUXILIARY HYD
DESIGN DENSITY: .20 GPM / 922.5 SQ. FT.
SYSTEM DEMAND AT BASE OF RISER
359.54 GPM AT 64.25 PSI
AUXILIARY SUBMITTAL SERIAL NO:2244HY13 11-20-2001 PAGE 1
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
WET SYSTEM NO. 2 - AUXILIARY NO. 1
DESIGN DENSITY .20 GPM / SQ. FT. OVER 922.5 SQ FT.
FILE NAME - 159AUX1
FLOW TEST RESULTS
Water Supply
STATIC 112.00 PSI
RESIDUAL 20.00 PSI @ 4800.00 GPM
CITY PRESSURE AVAILABLE AT 609.5 GPM 109.98 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
--- ---- ---- -------- --------
201 29.18 26.00 5.62 26.95
202 29.16 �6.00 5.62 26.91
203 28.47 26.00 5.62 25.66
204 28.14 26.00 5.62 25.07
205 28.08 26.00 5.62 24.96
206 28.09 26.00 5.62 24.98
207 27.44 26.00 5.62 23.84
208 27.23 26.00 5.62 23.47
209 27.21 26.00 5.62 23.44
210 27.26 26.00 5.62 23.53
211 27.05 2&-.00 5.62 23.17
212 26.25 26.00 5.62 21.81
213 26.00 26.00 5.62 21.40
TOTAL WATER REQUIRED FOR SYSTEM 359.54 GPM
OUTSIDE HOSE STREAMS AT 0 250'.00 GPM
TOTAL WATER REQUIREMENT 609.54 GPM
PRESSURE REQUIRED AT 0 71-.58 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.001PSI
MAXIMUM VELOCITY FROM 20 TO 21 2'0.10 FPS
AUXILIARY SUBMITTAL SERIAL NO:2244HY13 11-20-2001 PAGE 2
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
WET SYSTEM NO. 2 - AUXILIARY NO. 1
DESIGN DENSITY .20 GPM / SQ. FT. OVER 922.5 SQ FT.
FILE NAME - 159AUX1
FROM TO
FLOW
LENGTH
FITTING
DIAM
TYPE
PSI/Ft
S-LOSS
PRESSURES
--------------------
212'213
26.00
10.00
12.0
1.728
BN
0.019
0.00
21.81
21.40
211
212
52.25
8.00
12.0
1.728
BN
0.068
0.00
23.16
21.81
36
211
79.30
13.00
12.0
1.728
BN
0.146
0.00
26.82
23.16
--------------------
210
209
17.12
10.00
0.0
1.728
BL
0.009
0.00
23.53
23.44
45
210
44.38
65.75
12.0
1.728
BL
0.050
0.00
27.42
23.53
44
45
44.38
10.00
0.0
2.703
CM2
0.006
0.00
27.48
27.42
--------------------
208
209
10.09
10.00
0.0
1.728
BL
0.003
0.00
23.47
23.44
207
208
37.32
10.00
0.0
1.728
BL
0.036
0.00
23.83
23.47
35
207
64.76
1.00
30.0
1.728
BL
0.101
0.00
26.95
23.83
-------------------
206
205
7.84
10.00
0.0
1.728
BL
0.002
0.00
24.98
24.96
44
206
35.93
61.75
12.0
1.728
BL
0.034
0.00
27.47
24.98
43
44
80.31
8.00
0.0
2.703
CM2
0.017
0.00
27.61
27.47
--------------------
204
205
20.23
10.00
0.0
1.728
BL'
0.012
0.00
25.08
24.96
203
204
48.37
10.00
0.0
1.728
BL
0.059
0.00
25.67
25.08
34
203
76.84
1'1,�00
12.0
1.728
BL
0.138
0.00
27.47
25.67
---------------------
43
202
17.98
:
61.'75
12.0
1.728
BL
0.009
0.00
27.60
26.91
42
43
98.30
10.00
0.0
2.703
CM2
0.025
0.00
27.85
277.60
--------------------
201
202
11.17
10.00
0-0
1.728
BL
0.004
0.00
26.95
26.91
33
201
40.35
21.00
12.0
1.728
BL
0.042
0.00
28.33
26.95
--------------------
32
42
24.78
92.75
24.0
1.728.
BL
0.017
0.00
29.84
2.7.86
--------------------
41
42
73.52
10.00
0.0
2.703
CM2
0.014
0.00
28.00
27.86
31
41
34.27
92.75
24.0
1.728
BL
0.031
0.00
31.62
28.00
--------------------
40
41
39.25
10.00
0.0
2.703'CM2
0.004
0.00
28.04
28.00
30
40
39.25
96.75
48.0
1.728
BL
0. 040
0.00
33.80
28.04
--------------------
34
35
144.06
10.00
0.0
2.703
CM1
0.050
0.00
27.46
26.96
33
34
220.90
8.00
0.0
2.703
CM1
0.110
0.00
28.34
27.46
32
33
261.25
10.00
0.0
2.703
CM1
0.150
0.00
29.84
28.34
31
32
286.03
10.00
0.0
2.703
CM1
0.178
0.00
31-62
29-.84
1)
3 l'
320.30
10*. 00--'
0
? 70 3
CM1
'D �. -2 1.9-
0 . 0 0
3 . el i
I .
---------------------
35
36
79.3-0
0'.0'
2.703
FM1
0.017
0.00
26.95
26.82
--------------------
21
30
359.54
3.58
0.0
2.703
FM
0.271
0.00
34.78
33.81
20
21
359.54
22.04
40.0
2.703
FR2
0.271
5.31
56.93
34.78
6
20
359.54
5.42
44.0
3.314
FR1
0.101
2.35
64.25
56.93
5
6
359.54
2.25
0.0
4.310
FR
0.028
0.00
64.31
64.25
4
5
359.54
1.33
0.0
4.310
FR
0.028
0.00
64.35
64.31
AUXILIARY SUBMITTAL SERIAL NO:2244HY13 11-20-2001 PAGE 3
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
WET SYSTEM NO. 2 - AUXILIARY NO. 1
DESIGN DENSITY .20 GPM / SQ. FT. OVER 922.5 SQ FT.
FILE NAME - 159AUX1
FROM
TO
FLOW
LENGTH
FITTING
DIAM
TYPE
PSI/Ft
S-LOSS
PRESSURES
3
4
359.54
5.17
30.0
4.310
FR
0.028
-0.40
64.93
64.35
2
3
359.54
0.01
0.0
4.000
UN
0.030
0.00
64.93
64.93
4"
FEBCO MODEL
876
N DETECTOR DOUBLE
CH VA ASSEMBLY
5.78
1
2
359.54
1.33
9.0
4.095
UN
0.027
0.29
71.28
70.71
0
1
359.54
28.00
51.0
6.155
UN
0.004
0.00
71.57
71.28
COMMENT:
250 GPM
TAKEN
AT NODE
0 FOR
HOSE
ALLOWANCE
SMITH FIRE SYSTEMS, INC.
JOB NO. Nl-159
5TH & WALNUT MIXED USE
SYSTEM # 2
REMOTE AREA SHIFTED TOWARDS
REMOTE MAIN
AUXILIARY HYDRP
DESIGN DENSITY: .20 GPM / 922.5 SQ. FT.
SYSTEM DEMAND AT BASE OF RISER
359.43 GPM AT 65.16 PSI
AUXILIARY SUBMITTAL SERIAL NO:2244HY13
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
WET SYSTEM NO. 2 - AUXILIARY NO. 2
DESIGN DENSITY .20 GPM / SQ. FT. OVER 922.5 SQ FT.
FILE NAME - 159AUX2
FLOW TEST RESULTS
Water Supply
STATIC
112.00 PSI
RESIDUAL
20.00 PSI
@ 4800.00
GPM
CITY
PRESSURE
AVAILABLE
AT 609.4
GPM
SUMMARY
OF SPRINKLER OUTFLOWS
ACTUAL
MINIMUM
SPR
FLOW
FLOW
K-FACTOR PRESSURE
---
201
----
29.30
----
26.00
-------- --------
5.62
27.19
202
29.28,
.26.00
5.62
27.14
203
28.17
26.00
5.62
25.13
204
27.94
26.00
5.62
24.72
205
27.92
26.00
5.62
24.68
206
27.96
26.00
5.62
24.76
207
27.47
26.00
5.62
23.89
208
27.31
26.00
5.62
23.62
209
27.31
26.00
5.62
23.61
210
27.39
261.00
5.62
23.75
211
27.13
26i�00
5.62
23.30
212
26.25
26'.00
5.62
21.81
213
26.00
26.00
5.62
21.40
TOTAL WATER REQUIRED FOR SYSTEM
OUTSIDE HOSE STREAMS AT 0
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 20 TO 21
109 .98. PSI
359.43 GPM
250.00 GPM
609.43 GPM
72.49 PSI
0.00 PSI
20.10 FPS
N. ,
11-20-2001 PAGE 1
0 0
AUXILIARY SUBMITTAL SERIAL NO:2244HY13
11-20-2001
PAGE 2
5TH
& WALNUT MIXED USE BLDG.
SFS
JOB NO. Nl-159
WET
SYSTEM NO. 2
- AUXILIARY
NO.
2
DESIGN
DENSITY .20 GPM
SQ. FT.
OVER
922.5
SQ FT.
FILE
NAME - 159AUX2
FROM TO
FLOW
LENGTH
FITTING
DIAM
TYPE
PSI/Ft
S-LOSS PRESSURES
--------------------
212-213
26.00
10.00
12.0
1.728
BN
0.019
0.00
21.81
21.40
211
212
52.25
10.00
12.0
1.728
BN
0.068
0-00
23.30
21.81
36
211
79.38
21.00
12.0
1.728
BN
0.147
0.00
28.14
23.30
--------------------
210
209
22.63
10.00
0.0
1.728
BL
0.014
0.00
23.75
23.61
45
210
50.02
45.75
12.0
1.728
BL
0.062
0.00
27.35
23.75
44
45
50.02
10.00
0.0
2.703
CM2
0.007
0.00
27.42
27.35
--------------------
208
209
4.68
10.00
0.0
1.728
BL
0.001
0.00
23.62
23.61
207
208
31.99
1.0.00
0.0
1.728
BL
0.027
0.00
23.89
23.62
35
207
59.46
21.00
30.0
1.728
BL
0.086
0.00
28.27
23.89
--------------------
�06
205
16.26
10.00
0.0
1.728
BL
0.008
0.00
24.76
24.68
44
206
44.22
41.75
12.0
1.728
BL
0.050
0.00
27.43
24.76
43
44
94.24
8.00
0.0
2.703
CM2
0.023
0.00
27.61
27.43
--------------------
204
205
11.66
10.00
0.0
1.728
BL
0.004
0.00
24.72
24.68
203
204
39.61
1 - 0.00
0.0
1.728
BL
0.041
0.00
25.13
24.72
34
203
67.78
21,00
12.0
1.728
BL
0.109
0.00
28.74
25.13
--------------------
43
202
17.20
41t.75
12.0
1.728
BL
0.009
0.00
27.61
27.14
42
43
- 111.43
10.00
0.0
2.703
CM2
0.031
0.00
27.92
27.61
--------------------
201
202
12.08
10.00
0.0
1.728
BL
0.004
0.00
27.18
27.14
33
201
41.38
41.00
12.0
1.728
BL
0.044
0.00
29.51
27.18
----------
32
42
7 ---------
30.76
92.75
24.0
1.728
BL
0.025
0.00
30.89
27.92
41
--------------
42
80.67
10.00
0.0
2.703
CM2.
0.017
0.00
28.09
27.92
31
41
38.49
92.75
24.0
1.728
BL
0.038
0.00
32.57
28.09
--------------------
40
41
42.18
10.00
0.0
2.703
CM2
0.005
0.00
28.14
28.09
30
40
42.18
96.75
48.0
1.728
BL
0.045
0.00
34.73
28.14
--------------------
34
35
138.84
10.00
0.0
2.703
CM1
0.047
0.00
28.74
28.27
33
34
206.62
8.00
0.0
2.703
CM1
0.097
0.00
29.52
28.74
32
33
248.00
10.00
0.0
2.703
CM1
0.137
0.00
30.89
29.52
31
32
278.76
10.00
0.0
2.703
CM1
0.169
0.00
32.58
30.89
2,('
1.
117.25
10.00
�-O.o
2 .'7C,?
(,M I
n,215
10 00
34.73,
32. E
35
36
79.38
8.00
0.0
2.703
FM!
0.017
0.00
28.27
28.14
--------------------
21
30
359.43
3.58
0.0
2.703
FM
0.271
0.00
35.70
34.73
20
21
359.43
22.04
40.0
2.703
FR2
0.271
5.31
57.84
35.70
6
20
359.43
5.42
44.0
3.314
FR1
0.101
2.35
65.16
57.84
5
6
359.43
2.25
0.0
4.310
FR
0.028
0.00
65.22
65.16
4
5
3S9.43
1.33
0.0
4.310
FR
0.028
0.00
65.26
65.22
AUXILIARY SUBMITTAL SERIAL NO:2244HY13
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
WET SYSTEM NO. 2 - AUXILIARY NO. 2
DESIGN DENSITY .20 GPM / SQ. FT. OVER 922.5 SQ FT.
FILE NAME - 159AUX2
11-20-2001 PAGE 3
FROM
TO
FLOW
LENGTH
FITTING
DIAM
TYPE
PSI/Ft
S-LOSS
3
4
359.43
5.17
30.0
4.310
FR
0.028
-0.40
2-
3
359.43
0.01
0.0
4.000
UN
0.030
0.00
4"
FEBCO
MODEL 876
N DETECTOR DOUBLE
CH VA ASSEMBLY
1
2
359.43
1.33
9.0
4.095
UN
0.027
0.29
0
1
359.43
28.00
51.0
6.155
UN
0.004
0.00
COMMENT:
250 GPM
TAKEN
AT NODE
0 FOR
HOSE
ALLOWANCE
PRESSURES
65.84
65.26
65.84
65.84
5.78
72.19
71.62
72.48
72.19
SMITH FIRE SISTEMS, INC.
3813 168th Street NE Suite 1 e Arlington, Washington 98223
(360) 651-7701 - FAX (360) 651-2419
CONTR. REG. NO. SMITHFS1360T
HYDRAULIC CALCULATION INFORMATION SHEET
PROJECT NAME 5TH & WALNUT MIXED USE JOB NO. Nl-159
DATE 11/21/01
ADDRESS 437 5TH AVENUE BY PHILIP CARDER
EDMONDS, WASHINGTON
SYSTEM DESIGNATION: SYSTEM 3
HAZARD. DESCRIPTION: RESIDENTIAL
HAZARD CLASS PER NFPA 13: LIGHTHAZARD
SPECIFIC RULING: PER SPECIFIC LISTING OF RELIABLE MODEL F1/RES 18
(4) HYDRAULICALLY MOST DEMANDING SPRINKLERS FLOWING 13.0 GPM EACH
RULING MADE BY: OF
DENSITY: GPM OVER THE MOST HYDRAULICALLY REMOTE SQ. FT.
ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT:
INSIDE HOSE 0 GPM
OUTSIDE HOSE 0 GPM
IN -RACK SPRINKLER DEMAND N/A GPM
SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 151
"C" FACTOR OVERHEAD: 120,1 50 "C" FACTOR UNDERGROUND: 140
MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 324 SQUAREFEET
SPRINKLER MANUFACTURER: RELIABLE MODEL: FI/RES 18 TEMPERATURE: 155 * F
K-FACTOR: 3.9 ORIFICE SIZE: 3/8"
WATER SUPPLY:
STATIC 112 PSI
RESIDUAL 20 PSI
FLOW 4800 GPM
ELEV.1\TION OF TEST:
DATE OF TEST:
DATAPROVIDEDBY: MIKE SMITH OF THE EDMONDS FIRE DEPARTMENT
LOCATION OF TEST:
BASE OF RISER DEMAND
54.37 GPM REQUIRED AT 90.20 PSI
(INCLUDING 0 GPM FOR HOSE STREAMS)
SUMMARY
54.37 GPM REQUIRED AT 95.44 PSI
AT CONNECTION TO CITY WATERMAIN
CERTIFICATE OF COMPETENCY STAMP
(INCLUDING 0 GPM FOR TOTAL HOSE STREAMS)
SUBMITTAL SERIAL NO:2244HY13 11-20-2001 PAGE 1
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
WET SYSTEM NO. 3 - HYDRAULICALLY MOST DEMANDING AREA
DESIGN DENSITY (4) SPRINKLERS FLOWING 13.0 GPM EACH
FILE NAME - 159MRA3
FLOW TEST RESULTS
Water Supply
STATIC 112.00 PSI
RESIDUAL 20.00 PSI @ 4800.00 GPM
CITY PRESSURE AVAILABLE AT 54.4 GPM 111.98 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
--- ---- ---- -------- --------
401 13.68 13.00 3.90 12.30
402 13.00 13.00 3.90 11.11
403 14.19 13.00 3.90 13.25
404 13.49 13.00 3.90 11.97
TOTAL WATER REQUIRED FOR SYSTEM 54.37 GPM
TOTAL WATER REQUIREMENT 54.37 GPM
PRESSURE REQUIRED AT%.-.O 95.44 PSI
MAXIMUM PRESSURE UNBALANCE IN LOOPS 0-.00 PSI
MAXIMUM VELOCITY FROM 42 TO 43 18.77 FPS
SUBMITTAL
SERIAL NO:2244HY13
11-20-2001 PAGE 2
STH
& WALNUT MIXED
USE BLDG.
SFS JOB
NO. Nl-159
WET
SYSTEM
NO. 3 -
HYDRAULICALLY MOST DEMANDING
AREA
DESIGN
DENSITY
(4)
SPRINKLERS FLOWING
13.0 GPM
EACH
FILE
NAME
- 159MRA3
Location
Flow
Pipe
Fittings
Equiv
Friction
Pressure
in
Size
&:
Length
Loss
Summary
From
To
GPM
IN Devices
Ft
PSI/Ft
PSI
302
402
0.875
L
0.25
C=150
PT
11.11
(402)
Q
13.00
F=E
F
7.00
PE
-0.11
DR
T
7.25
0.0939
PF
0.68
301
302
0.875
L
9.00
C=150
PT
11.68
(302)
Q
13.00
F=O
F
0.00
PE
0.00
BN
T
9.00
0.0939
PF
0.85
PT
12.53
(301)
------------------
304
404
0.87S
L
0.25
C=150
PT
11.97
(404)
Q
13.49
F=E
F
7.00
PE
-0.11
DR
T
7.25
0.1006
PF
0.73
303
304
0.875
L
9.00
C=150
PT
12.59
(304)
Q
13.49
F=O
F
0.00
PE
0.00
BN
T
9.00
0.1006
PF
0.91
PT
13.50
(303)
------------------
303
403
6-.875
L
0.25
'C'--150
PT
13.25
(403)
Q
14.19
F=T
F
3.00
PE
-0.11
DR
T
3.25.
0.1105
PF
0.36
49
303DQ
13.49
0.875
L
0.75
C=150
PT
13.50
(303)
Q
27.69
F=T
F
3.00
PE
0.00
BN
T
3.75
0.3803
PF
1.43
PT
14.93
( 49)
------------------
301
401
0.875
L
0.25
C=150
PT
12.30
(401)
Q
13.68
F=T
F
3.00
PE
-0.11
DR
T
3.25
0.1031
PF
0.34
48
301DQ
13.00
0.875
L
3.75
C=150
PT
12.53
(301)
Q
26.68
F=T
F
3.00
PE
0.00
BN
T
6.75
0.3550
PF
2.40
47
48DQ
-0.15
0.875
L
26.92
C=150
PT
14.93
48)
Q
26.53
F=T,E
F
10.00
PE
0-00
BL
3.(7 -92-
.0.3514
PF
-.12. 9 7
45
4-/DQ
-14.81
0.875
L
64.42
C=150
PT
27.90
47)
Q
11.72
F=T,3E
F
24.00
PE
0.00
BL
T
88.42
0.0776
PF
. 6.86
PT
34.76
45)
------------------
-49
48
0.875
L
15.00
C=150
PT
14.92
48)
Q
0.15
F=O
F
0.00
PE
0.00
BL
T
15.00
0.0000
PF
0.00
SUBMITTAL
SERIAL NO:2244HY13
11-20-2001
PAGE 3
5TH
& WALNUT MIXED
USE BLDG.
SFS JOB
NO. Nl-159
WET
SYSTEM
NO. 3 -
HYDRAULICALLY
MOST DEMANDING
AREA
DESIGN
DENSITY
(4)
SPRINKLERS
FLOWING
13.0 GPM
EACH
FILE
NAME
159MRA3
Location
Flow
Pipe
Fittings
Equiv
Friction
Pressure
in
Size
&
Length
Loss
Summary
From
To
GPM
IN
Devices
Ft
PSI/Ft
PSI
50
49DQ
27.69
0.875
L
59.08
C=150
PT
14.92 (
49)
Q
27.84
F=T
F
3.00
PE
0.00
CM2
T
62.08
0.3840
PF
23.84
44
50DQ
-27.65
0.875
L
91.17
C=150
PT
38.76 (
50)
Q
0.18
F=T,2E/T
F
20.00
PE
0.00
BL
T
111.17
0.0000
PF
0.00
------------------
PT
38.76 (
44)
51
50
0.875
L
1.83
C=150
PT
38.76 (
50)
Q
27.65
F=O
F
0.00
PE
0.00
CM2
T
1.83
0.3794
PF
0.69
43
51DQ
-19.19
0.875
L
96.42
C=150
PT
39.45 (
51)
Q
8.46
F=T,2E/T
F
20.00
PE
0.00
BL
T
116.42
0.0424
PF
4.94
PT
44.39
43)
------------------
52
51
0.875
L
23.42
�C=150
PT
39.46
51)
Q
19.19
-
F=O
F
0.00
PE
0.00
CM2
T
23.42
0.1930
PF
4.52
54
52DQ
-7.78
0.875
L
75.00
C=150
PT
43.98
52)
Q
11.41
F=T
F
3.00
PE
0.00
BL
T
78.00
0.0737
PF
5.75
------------------
PT
49.73
54)
53
52
0.875
L
6.92
C=150
PT
43.98
52)
Q
7.78
F=O.
F
0.00
PE
0.00
CM2
T
6.92
0.0363
PF
0.25
54
53
0.875
L
117.25
C=150
PT
44.23
53)
Q
7.78
F=2T,4E
F
34.00
PE
0.00
BL
T
151.2S
0.0363
PF
5.49
42
54DQ
11.41
0.875
L
11.83
C=150
PT
49.72
54)
Q
19.19
F=T
F
3.00
PE
0.00
BT,.
T
14.83
0 . r)
7127-
2 Q r-
P 17
52-58
42)
--------------------
46
47
0.875
L
45.08
C=150
PT
27.90
47)
Q
14.81
F=T
F
3.00
PE
0.00
BL
T
48.08
0.1194
PF
5.74
SUBMITTAL
SERIAL NO:2244HY13
11-20-2001
PAGE 4
5TH
& WALNUT MIXED
USE BLDG.
SFS JOB
NO. Nl-159
WET
SYSTEM NO. 3 -
HYDRAULICALLY MOST DEMANDING
AREA
DESIGN
DENSITY (4)
SPRINKLERS FLOWING
13.0 GPM
EACH
FILE
NAME
- 159MRA3
Location
Flow
Pipe
Fittings
Equiv
Friction
Pressure
in
Size
&
Length
Loss
Summary
From
To
GPM
IN Devices
Ft
PSI/Ft
PSI
45
46
0.875
L
9.33
C=150
PT
33.64 (
46)
Q
14.81
F=O
F
0.00
PE
0.00
CM1
T
9.33
0.1194
PF
1.11
44
45DQ
11.72
0.875
L
11.42
C=150
PT
34.75 (
45)'
Q
26.53
F=O
F
0.00
PE
0.00
CM1
T
11.42
0.3514
PF
4.01
43
44DQ
0.18
0.875
L
15.83
C=150
PT
38.76
44)
Q
26.71
F=O
F
0.00
PE
0.00
CM1
T
15.83
0.3558
PF
5.63
42
43DQ
8.46
0.875
L
13.83
C=-150
PT
44.39
43)
Q
35.18
F=O
F
0.00
PE
0.00
CM1
T
13.83
0.5921
PF
8.19
41
42DQ
19.19
1.101
L
23.00
C=150
PT
52.58
42)
Q
54.37
F=T,2E
F
19.00
PE
0.20
FM1
T
42.00
'10.4328
PF
18.18
40
41
1.598
L
23.00
C=120
PT
70.96
41)
Q
54.37
F=3E
F
18.00
PE
8.59
FR3
T
41.00
0.1066
PF
4.37
39
40
1.728
L
9.96
C=120
PT
83.92
40)
Q
54.37
F=3E
F
18.00
PE
1.12
FR2
T
27.96
0.0728
PF
2.04
5
39
2.203
L
5.42
C=120
PT
87.08
39)
Q
54.37
F=T,BFY
F
29.00
PE
2.35
FR1
T
34.42
0.0223
PF
0.77
4
5
4.310
L
1.33
C=120
PT
90.20 1,
5)
Q
54.37
F=O
F
0.00
PE
0.00
FR
T
1.33
0.0008
PF
0.00
3.
4
4.310
L
5.17
C=120
PT.
90.20
4)
...
Q
54..3-7
F=2E.,
F
-0
3'-"'-. 10-..
PE-:
- 0.40:
-
FR-;
T
35.-17
0.0008
PF
-0.03
2
3
4.000
L
.0-01
C=140
PT
89.83
3)
Q
54.37
F=DD3
F
0.00
PE
0.00
UN
T
0.01
0.0009
PF
0.00
411
FEBCO MODEL
876 N
DETECTOR
DOUBLE CH
VA ASSEMBLY
5.30
SUBMITTAL SERIAL NO:2244HY13
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
WET SYSTEM NO. 3 - HYDRAULICALLY MOST DEMANDING AREA
DESIGN DENSITY (4) SPRINKLERS FLOWING 13.0 GPM EACH
FILE NAME - 159MRA3
11-20-2001 PAGE 5
Location
Flow
Pipe
Fittings
Equiv
Friction
Pressure
in
Size
&
Length
Loss
Summary
From To
GPM
IN
Devices
Ft
PSI/Ft
PSI
1 2
4.095
L
1.33
C=140
PT
95.13
2)
Q
54.37
F=E
F
9.00
PE
0.29
UN
T
10.33
0.0008
PF
0.01
0 1
6.155
L
28.00
C=140
PT
95.43
1)
Q
54.37
F=T,2GV
F
51.00
PE
0.00
UN
T
79.00
0 .0001
PF
0.01
PT
95.44
0)
SMITH FIRE SYSTEMS, INC,
JOB NO. Nl-159
5TH & WALNUT MIXED USE
SYSTEM # 3
SINGLE MOST DEMANDING SPRINKLER
FLOWING 15.0 GPM
AUXILIAI
LIC CALCULATIO
SYSTEM DEMAND AT BASE OF RISER
15.0 GPM AT 35.82 PSI
AUXILIARY SUBMITTAL SERIAL NO:2244HY'13
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
WET SYSTEM NO. 3 - SINGLE MOST DEMANDING SPRINKLER
DESIGN DENSITY (1) SPRINKLER FLOWING 15.0 GPM
FILE NAME - 159AUX3
FLOW TEST RESULTS
Water Supply
STATIC 112.00 PSI
RESIDUAL 20.00 PSI @ 4800.00 GPM
CITY PRESSURE AVAILABLE AT 15.0 GPM 112.00 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
--- ---- ---- -------- --------
402 15.00 15.00 3.90 14.79
TOTAL WATER REQUIRED FOR SYSTEM
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 48 TO 301
15. 00
GPM
1S..00
GPM
41.02
PSI
0 . 00
PSI
8. 00
FPS
11-21-2001 PAGE 1
AUXILIARY
SUBMITTAL SERIAL NO:2244HY13
11-21-2001
PAGE 2
5TH
& WALNUT MIXED USE BLDG. SFS
JOB
NO. Nl-159
WET
SYSTEM
NO. 3
- SINGLE MOST
DEMANDING
SPRINKLER
DESIGN
DENSITY (1) SPRINKLER FLOWING
15.0
GPM
FILE
NAME
- 159AUX3
FROM
TO
FLOW
LENGTH
FITTING
DIAM
TYPE
PSI/Ft
S-LOSS
PRESSURES
--------------------
302'402
15.00
0.25
7.0
0.875
DR
0.122
-0.11
15.57
14.79
301
302
15.00
9.00
0.0
0.875
BN
0.122
0.00
16.67
15.57
48
301
15.00
3.75
3.0
0.875
BN
0.122
0.00
17.50
16.67
47
48
7.75
26.92
10.0
0.875
BL
0.036
0.00
18.83
17.50
45
47
3.42
64.42
24.0
0.875
BL
0.008
0.00
19.54
18.83
--------------------
46
47
4.32
45.08
3.0
0.875
BL
0.012
0.00
19.42
18.83
45
46
4.32
9.33
0.0
0.875
CM1
0.012
0.00
19.53
19.42
44
45
7.75
11.42
0.0
0.875
CM1
0.036
0.00
19.94
19.53
50
---------------------
44
0.34
91.17
20.0
0.875
BL
0.000
0.00
19.95
19.94
.49
48
7.25
15.00
0.0
0.875
BL
0.032
0.00
17.98
17.50
50
49
7.25
59.08
3.0
0.875
CM2
0.032
0.00
19.96
17.98
51
50
7.59
1.83
0.0
0.875
CM2
0.035
'0.00
20.02
19.96
43
51
2.31
96.42
20.0
0.875
BL
0.004
0.00
20.47
20.02
--------------------
52
51
5.28
23.42
0.0
0.875
CM2
0.018
0.00
20.43
20.02
54
52
3.14
75.00
3.0
0.875
BL
0.007
0.00
20.96
20.43
--------------------
53
52
2.14
6.'92
0.0
0.875
CM2
O.00Y3
0.00
20.46
20.44
54
53
2.14
117:25
34.0
0.875
BL
0.003
0.00
20.96
20.46
42
54
5.28
11.83
3.0
0.875
BL
0.018
0.00
21.22
20.96
--------------------
43
44
7.41
15.83
0.0
0.875.CM1
0.033
0.00
20.46
19.94
42
43
9.72
13.83
0.0
0.875
CM1
0.055
0.00
21.22
20.46
41
42
15.00
23.00
19.0
1.101
FM1
0.040
0.20
23.10
21.22
40
41
15.00
23.00
18.0
1.598
FR3
0.010
8.59
32.09
23.10
39
40
15.00
9.96
18.0
1.728
FR2
0.007
1.12
33.40
32.09
5
39
15.00
5.42
29.0
2.203
FR1
0.002
2.35
35.82
33.40
4
5
15.00
1.33
0.0
4.310
FR
0.000
0.00
35.82
35.82
3
4
is.00
5.17
30.0
4.310
FR
0.000
-0.40
35.42
3S.82
2
3
15.00
0.01
0.0
4.000
UN
01.000
0.00
35.42
35.42
4"
FEBCO MODEL 876
N DETECTOR'DOUBLE
CH VA ASSEMBLY
5.30
1
2
15.00
1.33
9.0
4.095
UN
0.000
0.29
41.01
110.72
0
1
15.00
28.00
51.0 -
6.155
UN
0.000
0.00
41.01
41.01
SMITH FIRE SYSTEMS, INC.
3813 168th Street NE Suite 1 9 Arlington, Washington 98223
(360) 651-7701 - FAX (360) 651-2419
CONTR. REG. NO. SMITHFS1360T
HYDRAULIC CALCULATION INFORMATION SHEET
PROJECT NAME 5TH & WALNUT MIXED USE JOB NO. Nl-159
DATE 11/21/01
ADDRESS 437 5TH AVENUE BY PHILIP CARDER
EDMONDS, WASHINGTON
SYSTEM DESIGNATION: SYSTEM 4
HAZARD DESCRIPTION: RESIDENTIAL
HAZARD CLASS PER NFPA 13: LIGHT HAZARD
SPECIFIC RULING: PER SPECIFIC LISTING OF RELIABLE MODEL FIRES 18
(4) HYDRAULICALLY MOST DEMANDING SPRINKLERS FLOWING 13.0 GPM EACH
RULING MADE BY: OF
DENSITY: GPM OVER THE MOST HYDRAULICALLY REMOTE SQ. FT.
ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT:
INSIDE HOSE 0 GPM
OUTSIDE HOSE 0 GPM
IN -RACK SPRINKLER DEMAND N/A GPM
SYSTEM TYPE: WET TOTAL NUMBER O� SPRINKLERS THIS SYSTEM 142
"C" FACTOR OVERHEAD: 120,150 "C"FACTOR UNDERGROUND: 140
MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 324 SQUARE FEET
SPRINKLER MANUFACTURER: RELIABLE MODEL: F11RES 18 TEMPERATURE: 155 * F
K-FACTOR: 3.9 ORIFICE SIZE: 3/8"
WATER SUPPLY:
STATIC 112 PSI
RESIDUAL 20 PSI
FLOW 4800 GPM
ELEVATION OF TEST:
DATE OF TEST:
DATA PROVIDED BY: MIKE SMITH OF THE EDMONDS FIRE DEPARTMENT
LOCATION OF TEST:
BASE OF RISER DEMAND
54.98 GPM REQUIRED AT 78.69 PSI
(INCLUDING 0 GPM FOR HOSE STREAMS)
SUMMARY
54.98 GPM REQUIRED AT 83.93 PSI
`V� Dcc�'
AT CONNECTION TO CITY WATERMAIN
(INCLUDING 0 GPM FOR TOTAL HOSE STREAMS)
CERTIFICATE OF COMPETENCY STAMP
SUBMITTAL SERIAL NO:2244HY13 11-20-2001 PAGE 1
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. N1-1S9
WET SYSTEM NO. 4 - HYDRAULICALLY MOST DEMANDING AREA
DESIGN DENSITY (4) SPRINKLERS FLOWING 13.0 GPM EACH
FILE NAME - 159MRA4
FLOW TEST RESULTS
Water Supply
STATIC 112.00 PSI
RESIDUAL 20.00 PSI @ 4800.00 GPM
CITY PRESSURE AVAILABLE AT 55.0 GPM 111.98 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL
MINIMUM
SPR
FLOW
FLOW
K-FACTOR
PRESSURE
---
601
----
14.55
----
13.00
--------
3.90
--------
13.91
602
14.03
13.00
3.90
12.95
603
13.40
13.00
3.90
11.81
604
13.00
13.00
3.90
11.11
TOTAL WATER REQUIRED FOR SYSTEM 54.98 GPM
TOTAL WATER REQUIREMENT 54.98 GPM
PRESSURE REQUIRED AT:'-O 83.93 PSI
MAXIMUM PRESSURE UNBAIANCE IN LOOPS 0.00 PSI
MAXIMUM VELOCITY FROM 75 TO 76 18.07 FPS
SUBMITTAL
SERIAL NO:2244HY13
11-20-2001
PAGE 2
5TH
& WALNUT MIXED
USE BLDG.
SFS JOB.NO.
Nl-159
WET
SYSTEM
NO. 4 -
HYDRAULICALLY
MOST DEMANDING
AREA
DESIGN
DENSITY
(4)
SPRINKLERS
FLOWING 13.0 GPM
EACH
FILE
NAME
- 159MRA4
Location
Flow
Pipe
Fittings
Equiv
Friction Pressure
in
Size
&
Length
Loss
Summary
From
To
GPM
IN Devices
-Ft
PSI/Ft
PSI
504
604
0.875
L
0.29
C=1SO
PT
11.11
(604)
Q
13.00
F=E
F
7.00
PE
-0.13
DR
T
7.29
0.0939
PF
0.68
81
504
0.875
L
16.83
C=150
PT
11.66
(504)
Q
13.00
F=T
F
3.00
PE
0.00
PAO
T
19.83
0.0939
PF
1.86
80
81
0.875
L
9.00
C=150
PT
13.52
81)
Q
13.00
F=O
F
0.00
PE
0.00
BN
T
9.00
0.0939
PF
0.85
PT
14.37
80)
------------------
503
603
0.875
L
0.29
C=150
PT
11.81
(603)
Q
13.40
F=E
F
7.00
PE
-0.13
DR
T
7.29
0.0993
PF
0.72
80
503
Q.875
L
16.83
C =150
PT
12.40
(503)
Q
13.40
A
F=T
F
3.00
PE
0.00
AO
T
19.83
0.0993
PF
1.97
75
80DQ
13.00
0.875
L
8.17
C=150
PT
14.37
80)
Q
26.40
F=T
F
3,00
PE
0.00
BN
T
11.17
0.3482
PF
3.89
PT
18.26
75)
------------------
502
602
0.875
L
0.29
C=150
PT
12.95
(602)
Q
14.03
F=T
F
3.00
PE
-0.13
DR
T
3.29
0.1082
PF
0.36
501
502
0.875
L
9.17
C=150
PT
13.18
(502)
Q
14.03
F=O
F
0.00
PE
0.00
BN
T
9.17
0.1082
PF
0.99
PT
14.17
(501)
---------------
501
601
0.875
L
0.29
C=150
PT
13.9i
(601)
Q
14.55
F=T
F
3.00
PE
-0.13
DR
7
1.29
0.1156
PF
0=-
-
74
501DQ
14.03
0.875
L
4.42
C=150
PT
14.16
(501)
Q
28.58
F=O
F
0.00
PE
0.00
BN
T
4.42
0.4032
PF
1.78
90
74DQ
-7.47
0.875
L
55.00
C=150
PT
15.94
74)
Q
21.11
F=T
F
3.00
PE
0.00
BL
T
58.00
0.2303
PF
13.36
SUBMITTAL SERIAL NO:2244HY13
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
WET SYSTEM NO. 4 - HYDRAULICALLY MOST DEMANDING AREA
DESIGN DENSITY (4) SPRINKLERS FLOWING 13.0 GPM EACH
FILE NAME - 159MRA4
11-20-2001 PAGE 3
Location
Flow
Pipe
Fittings
Equiv
Friction
Pressure
in
Size
&
Length
Loss
Summary
From
To
GPM
IN
Devices
Ft
PSI/Ft
PSI
73
90
0.875
L
9.33
C=150
PT
29.30
90)
Q
21.11
F=O
F
0.00
PE
0.00
CM1
T
9.33
0.2303
PF
2.15
PT
31.45
73)
------------------
75
74
0.875
L
34.75-
C=1SO
PT
15.95
74)
Q
7.47
F=T,4E/T
F
34.00
PE
0.00
CM1
T
68.75
0.0337
PF
2.32
76
75DQ
26.40
0.875
L
6.50
C=150
PT
18.27
75)
Q
33.87
F=O
F
0.00
PE
0.00
CM2
T
6.50
0.5520
PF
3.59
73
76DQ
-22.58
0.875
L
98.75
C=150
PT
21.86
76)
Q
11.29
F=T,4E/T
F
34.00
PE
0.00
BL
T
132.75
0.0723
PF
9.60
72
73DQ
21.11
0.875
L
44.25
C=150
PT
31.46
73)
Q
32.41
F=O
F
0.00
PE
0.00
CM1
T
44.25
0.5087
PF
22.51
PT
53.97
72)
------------------
77
76
0.875
L
64.00
C=150
PT
21.85
76)
Q
22.58
F=O
F
0.00
PE
0.00
CM2
T
64.00
0.2607
PF
16.68
79
77DQ
-11.50
0.875
L
71.88
C=150
PT
38.53
77)
Q
11.08
F=6E
F
42.00
PE
0.00
BL
T
113.88
0.0698
PF
7.95
72
79DQ
11.50
0.875
L
22.67
C=1SO
PT
46.48
79)
Q
22.58
F=T/T
F
6.00
PE
0.00
BL
T
28.67
0.2607
PF
7.47
PT
53.95
72)
------------------
78
77
0.875
L
17.75
C=150
PT
38.54
77)
Q
11.50
F=T
F
3.00
PE
0.00.
RT
T�
20.75
0."748
7 F
79 .78
0.875
L
71.58-
C=1-50
PT
40.09
'78)
Q
11.so
F=2E
F
14.00
PE
0.00
BL
T
8S.58
0.0748
PF
6.40
PT
46.49
79)
------------------
71
72
1.598
L
44.08
C=150
PT
S3.96
72)
Q
54.98
F=4E
F
36.00
PE
12.82
FM1
T
80.08
0.0720
PF
5.77
SUBMITTAL SERIAL NO:2244HY13 11-20-2001 PAGE 4
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
WET SYSTEM NO. 4 - HYDRAULICALLY MOST DEMANDING AREA
DESIGN DENSITY (4) SPRINKLERS FLOWING 13.0 GPM EACH
FILE NAME - 159MRA4
Location
Flow
Pipe
Fittings
Equiv
Friction
Pressure
in
Size
&
Length
Loss
Summary
From
To
GPM
IN
Devices
Ft
PSI/Ft
PSI
70
71
1.728
L
7.46
C=120
PT
72.55 (
71)
Q
54.98
F=3E
F
18.00
PE
1.12
FR2
T
25.46
0.0743
PF
1.89
4
70
2.203
L
5.42
C=120
PT
75.56 (
70)
Q
54.98
F=T,BFY
F
29.00
PE
2.35
FR1
T
34.42
0.0228
PF
0.78
3
4
4.310
L
5.17
C=120
PT
78.69
4)
Q
54.98
F=2E
F
30.00
PE
-0.40
FR
T
35.17
0.0009
PF
0.03
2
3
4.000
L
0.01
C=140
PT
78.32
3)
Q
54.98
F=DD3
F
0.00
PE
0.00
UN
T
0.01
0.0009
PF
0.00
411
FEBCO MODEL 876
N DETECTOR
DOUBLE CH
VA ASSEMBLY
5.30
1
2
4.095
L
1.33
C=140
PT
83.62
2)
Q
54.98
F=E
F
9.00
PE
0.29
UN
T
10.33
0.0008
PF
0.01
0
1
6.155
L
28.00
C=140
PT
83.92
1)
Q
54.98
F=T,2GV
F
51.00
PE
0.00
UN
T
79.00
0.0001
PF
0.01
PT
83.93
0)
0
0
SMITH FIRE SYSTEMS, INC.
JOB NO. Nl-159
5TH & WALNUT MIXED USE
SYSTEM # 4
SINGLE MOST DEMANDING SPRINKLER
FLOWING 15.0 GPM
AUXILIARY HYDRAULIC CALCULATION
SYSTEM DEMAND AT BASE OF RISER
15.0 GPM AT 41.45 PSI
AUXILIARY SUBMITTAL SERIAL NO:2244HY-13
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
WET SYSTEM NO. 4 - SINGLE MOST DEMANDING SPRINKELR
DESIGN DENSITY (1) SPRINKLER FLOWING 15.0 GPM
FILE NAME - 159AUX4
FLOW TEST RESULTS
Water Supply
STATIC 112.00 PSI
RESIDUAL 20.00 PSI @ 4800.00 GPM
CITY PRESSURE AVAILABLE AT 15.0 GPM 112.00 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
--- ---- ---- -------- --------
505 15.00 15.00 3.90 14.79
TOTAL WATER REQUIRED FOR SYSTEM
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 74 TO 501
15. 00
GPM
15. 00
GPM
46.64
PSI
0. 00
PSI
8. 00
FPS
11-20-2001 PAGE 1
AUXILIARY SUBMITTAL SERIAL NO:2244HY13
5TH & WALNUT MIXED USE BLDG. SFS JOB NO. Nl-159
WET SYSTEM NO. 4 - SINGLE MOST DEMANDING SPRINKELR
DESIGN DENSITY (1) SPRINKLER FLOWING 15.0 GPM
FILE NAME - 159AUX4
11-20-2001 PAGE 2
FROM
--------------------
TO
FLOW
LENGTH
FITTING
DIAM
TYPE
PSI/Ft
S-LOSS
502
505
15.00
12.75
14.0
0.875
AO
0.122
-0.11
501
502
15.00
9.17
0.0
0.875
BN
0.122
0.00
74
501
15.00
4.42
0.0
0.875
BN
0.122
0.00
90
74
7.91
55.00
3.0
0.875
BL
0.037
0.00
73
--------------------
90
7.91
9.33
0.0
0.875
CM1
0.037
0.00
75
74
7.09
34.75
34.0
0.875
CM1
0.031
0.00
76
75
7.09
6.50
0.0
0.875
CM,2
0.031
0.00
73
76
1.45
98.75
34.0
0.875
BL
0.002
0.00
72
--------------------
73
9.35
44.25
0.0
0.875
CM1
0.051
0.00
77
76
5.65
G4.00
0.0
0.875
CM2
0.020
0.00
79
77
2.77
71.88
42.0
0.875
BL
0.005
0.00
72
--------------------
79�
5.65
22.67
6.0
0.875
BL
0.020
0.00
78
77
2.88
17.75
3.0
0.875
BL
0.006
0.00
79
--------------------
78
2.88
71.58
14.0
0.875
BL
0.006
0.00
71
72
15.00
44-08
36.0
1.598
FM1
0.007
12.82
70
71
15.00
7-.46
18.0
1.728
FR2
0.00.7
1.12
4
70
is.00
5-.-42
29.0
2.203
FR1
0.002
2.35
3
4
15.00
5.17
30.0
4.310
FR
0.000
-0.40
2
3
15.00
0.01
0.0
4.000
UN
0.000
0.00
4"
FEBCO MODEL 876
N DETECTOR DOUBLE
CH VA ASSEMBLY
1
2
15.00
1.33
9.0
4.095
UN
0.000
0.29
0
1
15.00
28.00
51.0
6.155
UN
0.000
0.00
PRESSURES
17.95
14.79
19.07
17.95
19.61
19. 07
21.78
19.61
22.13
21.78
21.72
19.62
21.92
21.72
22.13
21.92
24.39
22.13
23.21 21.92
23.82 23.21
24.40 23.82
23.33 23.21
23.83 23.33
37.74
24.40
39.03
37.74
41.45
39.03
41.05
41.45
41.05
41.OS
5.30
46.64
46.35
46.64
46.64
'2-OD7T
City oflE'dmiofids Permit No: ;W,,
RIGHT-OF-WAY CO�STRUCTION PERMIT Issue D - ate: kolk-ilo,2,
A. Address or Vicinity of Construction: -VjTouez�lj OF .5� d- S —I W*L.A) Ltc ==M
B. Type of Work (be specific): V-2- 71 2- - C/ PV(-- 024�M AVM�j AOL I
Ar 11 -�_ AAI�% I A 4 r-, M-61 AA IL i
0(, A —MD StA Aild' So 0-nf 4 _51)- Aoe)e -S z V,?: wa� 40WONY14
. lee kv., Acc 71, ;?� q 24. 10
�Jrw I)eVel- 0 Pew - 5-6�e- 8(!r9V*r ', 2,yql / o
C. Contractor: V reo d
Mailing Address: Q x�yj- 2p,
W/� 41 -32,0 q - / q q 0
State License #: '
D. Building Permit # (if applicablb,):
Contact-59tv4K, Y Mazl, ftXMR_ 61)-OX
Phone: �O 1Y 1-7-7 MAW
h 1jJ.S% 710. d/Jis-
Liability Insurance 4
Bond: $
Side Sewer Permit #'(if applicable):
E. Commercial E] Subdivision E] City Proj . ect EUC (PUD,OPSE, CHAMBERS, OVWD)
Multi -Family Single Family Other
INSPECTOR- JJ6??1572:;obJ VJ,0.jtZ_JW-3?Q0ZA0 )MZ,10
F. PAVEMENT: ;!9,YES MNO G. SIZEOFCUT -100' X V H.Charge:$000
-7-
CONCRETE CUT: YES M NO
APPLICANT TO READ AND SIGN
IDEMNITY. Applicant understands by hislher signeiture to this application helshe holds the City of Edmonds harmlessfrom injuries,
damages or claims of any kind or descriptibn whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or
any of its departments or employees, including but not limitedtt; the defense of any legal proceedings including defense. costs and
attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR; W A!:NSHI�_AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
11
E,�W,O
INSPECTION AND ACCEPTANCE OF T! ES�IMATED RESTORATION FEES WILL BE, HELD UNTIL THE FINAL STREET PATCH IS
_ , C;1
COMPLETED BY CITY FORCES, AT WHICH -TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
Traffic control and public safetishall 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.
IHAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMITREQUIREMENTS AND ACKNOWLEDGE
THATIMUSTMAKE THEPINKCOPYOF THEPERMITAVAILABLE ONSITEATALL TIMES FOR INSPECTIONS
Signature:
4
or
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
Approved by: n tv Right-of-way Fee:- -30 4 5
Time Authorized: Void After 124 10 1 OZ Disruption Fee/Fund 111:
Special Conditions: ffift �NTA W 5 1 S4E; FzA C 14� Restoration Fee:
WA--he�a 4 S>_TQRA'- C_ 965 9, "16W Fee:
ALL wA-iijz C120-4 15. C-t* ReceiptNo:
-AS-BA06OLL ml 15ikAV4t 4 W-AWU-1 Issued by:- ZS M CO-AA91k
T_1ZfkWAC offildIF-0t. OKA � -,� fto, vt�ft N1 IF*- k4 )pwl2y_ IS ON WALWIT A NO M-T51VV,;
'4-n4 AUOV `QA'V -' . v;t_AAiry\"S Aizk..,
UPON COMPLETION OF PERMITTED WORK9 AN ENGINEERING FINAL
INSPECTION IS RE(jUIRED PER CHAPTER 18.00 OF THE - EDMONDS
COMMUNITY DEVELOPMENT CODE. ---
FINAL APPROVAL OF PERMITTED WORK. -
INSPECTOR'S SIGNATURE DATE: Leh'�Ilec
For, inspection requirements see Engineering Information -Handout.
NO
WORK SHALL
BE -GIN PRIOR
TO PERNIIT
ISSUANCE
-W Permit NAJ W, 2 --- 0 D 7-r>
City of Edmonds
RIGHT-OF-WAY CONSTRUCTION PERMIT Oh-11 �Z-
A. Address or Vicinity of Construction: igr�� or- sw- sr 4 WAtW!&r 'M
B. Type of Work (be
- L' #I
korw Dtve&oPeOT, 364gr A*?Jr, 9zl' kvD, Ac'-r. 2-qXaJ0" 2-IMI I a
C. Contractor: Contact.
Mailing Address:ZS/ 2-- W. CdAftb ap, Phone: In4.710-iiin eW&AMyPAW
WA- al 0)�Zy - I q q o IJLC. 710- 'JILr
State License #: Liability Insurance:- Bond: $
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
E. kCommercial E] Subdivision E] City Project x EUC (PUD, G)PSE, CHAMBERS, OVWD)
Multi -Family Single Family n Other
INSPECTOR- VgArr�� W,0J*-?d00-3?00-XA 2121/0
F. PAVEMENT: Z�YES C] NO G. SIZEOFCUT 2-00' X 11 H. Charge: S poo
CONCRETE CUT: R YES [] NO
IDEMNITY.- Applicant understands by hislher signature to this application helshe holds the City of Edmonds harmlessfrom 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 WORKAIANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND A CCEPTANCE.OF THE WORK. ESTIMA TED RESTORA TION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS
COMPLETED B Y CITy FORCES, A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
# Traffic control and public safety shall be In accordance with City regulations as required by the City 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 RA VE READ THE ABO VE STA TEMENTS AND UNDERSTAND THE PERMIT REQ UIREMENTS AND A CKNO WLEDGE
THA T I MUST MAKE THE P17VJLCPPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
or Agent)
CALL DIAL -A -DIG (1-800424-5555) PRIOR TO BEGINNING WORK
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE.
FINAL APPR OVAL OF PERMITTED WORK.
INSPECTOR'S SIGNATURE DATE:
For inspection requirements see Engineering Information Handout.
TF�
CITY OF E15MONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS 44-
-IT
MAILING ADDRENS
4S-7 S'kl Avr^,.,r CA L ((\k
CITY ZIP
NAME
_ 64b
ADDRESS IF
CITY ZIP
TELEPHONE
-71
[PERMIT EXPIRES
USE PERMIT
ZONE NUMBER
JOB SUITE/Af7#
ADDRESS _,W
4
g
PLAT NAME/SUBDMSION NO. LOT NO, LID NO.
I LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESO
Rw P::lRoved
EXISTING - PROPOSED-
Street Use Pamit Req'd
Inspection Required
Sidewalk Required
REQUIRED DEDICATION FT
Undergromd
wiring required 13
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YES 13 NO C3
REMARKS
Wz
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROWDRAINAGE
z
Lu
I ENGINEERING REVIEWED BY
ADDRESS
Vow,
flri A10 -a
I F I iRE'REVIEW
"; I . ED BY DATE
Lu
CITY ZIP,
.4001
TELEPHONE
STATE LICENSE NUMBER EXPIRATION DAT E
vil) v 24-76
CHECKED By'
VARIA,.NCE OR CU :j
SHORELINE OR ADB#
J'�rYES
4AA,,k, Qp,
INSPECTION
J, -REO'D
ONO
POSTED
1$ BOND
z
z
RTY ACCOUNT'
PROPE PARCEV,NO.
SEPA,REVIEW-
.,COMPLETE., EXEMPT
EXP
SIGN AFTEA F
PROP
AL`LOWED'.' OP SED,AXLLOWED
T.'
HEIGH
I PROPOSED
NEW RESIDENTIAL PLUMBING MECH
COMPLIANCE OR
ADDITION Co MMERCIAL
E] XCC
USE
REMODEL ;V
MULTIFAMILY SIGN
GRADING FENCE
REPAIR CYDS I X - FT)
DEMOLISH TANK HER' -
El ?T
..........
GARAGE rl RETAINING WALL FIRE SPRINKLER
CARPORT L_J ROCKERY FIRE ALARM.
LOT COVERAGE
ALLOWED P ROOOSED
�
REQUIRED SETBACKS (Fr. I itc
FRONT,: :sIDE REAR
'P60PDSED SETBACKS (Fr.)
FRONT, UR SIDE REAR
PARKING ;DED
-b V
Ea -PRO
PLANNI N G' REVIEW DATE
Q*
REMARKS
Air 4e
(TYPE OF USE, BUSINES1 OR ACTFVITY) EXPLAIN:
CHECKED BY
TYPI INISTRUCT DN
E�
7
OCCUPANT
GROUP
9
NUMBER
OF
STORIES
NUMBER OF
DWELLING
UNITS
R ir
CRTICAL
NU,
NUMBER
-SPECIAL INSPECTION,: JAREA,
REQUIRED
"J+
OCCUPANT
LOAD
DESCRIBE WORK TO BE DONE
REMARKS
PROGRESS INSPECTIONS PER UBC 1081IBC1091IRC109 FINAL INSPECTION REO'D
A idd 11/:�/,4 ov e-
77 .7 77
Sic, 'a r 11
c Ve jZ -70 �e:'
VALUATION
1r17jW11..1.1jA 1&4 1 1:7 -9 A4 4, %
eal
,
'DOeiscripti '
-,:. qFEE
Description
FEE
Plan (�heck
State Surcharge
HEA
GLAZING %
V�, 7LOnLOPE %
*on
j'?Puilding'Pffrni
City Surcharge
PLAN CHECK NO-
AV777
VESTED D&E t3
lurn W "dF
�,Plumbing�
�p
Base Fee
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK To
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PU13UC
DOMAIN (CURBS, SIDEWALKS. DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
PERMIT APPUCATION: ISO DAYS
PERMIT LIMIr I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
N 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
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
NOR LIMIT IN ANY WAY THE CITYS 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 CONSTRUC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL 13E EMPLOYED
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27,
SIGNAT1.15POWNER OR G9 9 DATE SIGNED
11/7/0L/
Mechanical
Grading
Engr, Review
Engr. Inspection
Fire Review
Fire Inspection
Landscapelnsp.
Recording Fee
CALL
FOR INSPECTION
IAO
%425)
771-0220
4 Plan Chk. Deposit
Receipt #
Total Amt. Due
Receipt #
E3—
APPLICATION APPROVAL
This application is not a permit until signed by the
Building Official or his/her Deputy: and Fees are paid, and
receipt Is acknowledged In space provided.
,:FIf%LS SIGNAAURE DATE
A17ENTION off 1,333
ITIS UNLAWFULTO USE OR OCCUPYABUILDING OR STRUCTURE UNTILAFINAL 191,
INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF CCCU-
PANCY HAS BEEN GRANTED. UBC109/IBC110/IRC110.
09/03 r%nIlTL%t% 9-2 A r%r% %94%1 1 A r%r- SAN A 1�6&80%
By
ORIGINAL -FILE YELLOW. (Sprr.'(0
PINK -OWNER GOLD -ASSESSOR
City of Edmonds
RIGHT-OF-WAY CONSTRUCTION PERMIT
A. Address or Vicinity of Construction: r,--
B. Type of Work (be specific): 3-0 S 9 Hh C IC- a Q
-2
Permit No: V 1) V I - U tT
1, 0
Issue Date: —
C. ContractoC (A
,uz� L Contact:
Mailing Address: gdljl�: 2S �0 �!!�Phone.:
State License Liability Insurance:— Bond: $
D. Building Permit # (if applica 01- Side Sewer Permit # (if applicable):
E. F1 Commercial F] Subdivision 0 City Project E] EUC (PUD, GTE, PSE, CHAMBERS, OVWD)
Multi -Family E] Single Family Other
INSPECTOR-
F. PA:VEMENT:' [-] YES E] NO G. SIZE OF CUT x H. Charge: $
CONCRETE CUT: EJ YES n NO
-1PLICANT 1'0 READ ANE
IDEMNITY. Applicant understa ' nds by hislher signature to this application helshe holds the City of Edmonds harmless from 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 e�mployees, including but not limited to the defense of any legal proceedings including.defense costs and
attorneyfees by reason ofgranting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND A CCEPTANCE OF THE WORK. ESTIMA TED RESTORA TION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS
COMPLETED B Y CITY FORCES, A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
* Tiaffic 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.
IRAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUS THE PINK COPY OF THE P7 AT ALL TIMES FOR INSPECTIONS
,;ZLABLE ON SITE
Signature
CALL DIAIL-A-DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
-of-way Fee: '100—' -f Se
Approved bv,�n IV Right
Afterb(Akial wl SYM Pk" rT Disruption Fee/Fund 111:
Time AuthorizeE Vol
Special Conditions: Z-VCS S-if AC4 -6 I. -A V, Restoration Fee:
L& A-T ��Q 10 I MO R-rI4 6 -_-;Q U-44 Total Fee: -) � ��
t, i ov, --cm-5, V%-t,k1 COMPL-1 fqx_y-_, Receipt No - hb< �c6
K)Di -ro -RLncv_ TO Issued by: �'cm n #A
*ADV-fv OT . t . I C-x_> V_4W_aA r_1tDV_ Izvo %A. I g��o
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.
TATSPAC' 'SS'IGNATURE DATE: -(ell
For inspection requirements see Engineering Information Handout.
'_ I' -
City of Edmoiffds Permit No: o q
RIGHT-OF-WAY CONST RUCTION PEIMIT Issue Date: 0
A. Add ress or Vicinity of Construction: Ai?rl
B. Type of Work (be specific): 6kAii,)A, 4W WUNAI-- 60,hqlhr:�2 PF� ?W" 05D
C. QqOtr4dor: 5e L/7 V4 1, C Contact: i�044 A ,1
Mail MQWdr6ss:/ YZ�?,4P* A$*,dC5��f Phone:
State License#: ability Insurance: Bond: $
D. Building Permit # (if applicable aw Side Sewer Permit # (if applicable):
E. n Commercial D Subdivision City Project F
EUC (PUD, VERIZON, PSE, AT& T, OVWD)
n Multi -Family Single Family Other M (15F_
INSPECTOR: Me&)X)NVA,161CtyLT
F. PAVEMENTCUT:, EIYES EINO G. SIZE OF CUT X
CONCRETE. CUT: El YES El NO'
ANUCANT TO M,"Al) ANI) SIGN
INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless ftom
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 MATERIALS FOR A PERIOD OF ONE YEAR FOLL097NG THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES 97LL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
* Traffic control and public safety shall be in accordance with City regulations as required by the City. 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-,,,.Citv-
approved material prior to the end of the workday — NO EXCEPTIONS.
* Three sets of construction drawings of proposed work are re quired with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
IHAVEREAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THATIMUSTMA THE PINK COPY OF THE PERMITA VAILABLE ON SITE A TALL TIMES FOR INSPECTIONS
A
Sign.atur Date:
(Contractor oy Agent)
Ilk"
FOR CITY USE ONLY
t
Approved by:,.
Time Authorized: Void After- Me, V15' / 16�0 1
Special ConditJons: '?0r,0v1v,0 Au, -rgmrit, &onea.,
'T jku., nmr66
Right-of-way Fee: 10 + C2
Disruption Fee[Fund 111:
Restoration Fee:
Total Fee:
Receipt No:
Issued by: All )/AmA�,
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING' FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00.-OF THE EDMONDS
COMMUNITV DEVELOPMENT C6D_E '(Phone 425-�-771-0220, Ext. 1326)
FINAL APPROVAL OF PERMITTED WORK. DATE
`�16pe'd-o-r"Wkgnature
For inspection requirements see Engineering Inspection Information handout.
DAMy Documents\Forms\Engnrng\ROWpermit_.doc
'611
�%01 - %\
�, it
R - LGI
Permit No: I Z, (J
City of Edmonds
A OF -WAY CONSTRUCTION PERMIT' Issue Date:
A. Address or Vicinity of Construction: 43-7
'310 WPWePfW_( Dl�
B. Type of Work (be specific):
C. Contractor: A)
Contact:
Mailing Address: / y 2"7
.fo e P .,<!::F,'7�P%hone:
20 0 L�27
State License
,5-4e/v-ri cf ),qq3- A)JP(dL)
Insurance: Bond:$
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
E. 'Commercial F1 Subdivision City Project F1 EUC (PUD, VERIZON, PSE, AT& T, OVWD)
Multi -Family F1 Single Family Other
WSPECTOR:
F. PAVEMENT CUT: F-1 YES El NO G. SIZE OF CUT x
CONCRETE CUT: El YES El NO
Al'ILICANTTO M,Al) ANI) SIGN
INDEMNITY. Applicant understands by hislher signature to this application helshe holds the City of Edmonds harmless ftom
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 * lim ited to the defense of any legal proceedings including defense
costs and attorneyfees by reason ofgra* nting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOHING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES 97LL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT RILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT,
* 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.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
R11
Date: Z0
(Contractor
FOR CITY USE ONLY !!!N IS
Approved by:. ALP_ Right-of-way Fee.741) 4;��%V(Qq
Time Authorized: Void After Disruption Fee/Fund 111:
Special Conditions: CH RestoratiRn Fee:
9*10 t6 L450 )A tV aD::. Total FeeT'15
I I '_ 1i I do-1Z
4"ne *.'III W4WJ4&1� 641�,-o' ReceiptNo: 'L�l :�!M 4
CAU,., RW AtA, (A)SPrenOtZ WVMA, f ep pwwp Issued by:
UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326)
'FINAL APPRO'VAL OF PERMITTED WORK.. DATE- Cvt(';� IZ003
16pector's Signature
For inspection requirements see Engineering Inspection Information handout.
.PAMy Documents\Forms\Engnmg\ROWpermit—.doc
City of Edmonds Permit No-Am)"?-01,00
1. RIGHT-0, F-WAY CONSTRUCTION PEPMIT.- Issue Date: 6-C;269 _Zbg
A. Address or Vicinity of Construction:
M�
B. Type of Work (be specific): V.4 A.-4 C T Z> PC V A iw- I Ad VA 4e
C. Contractor:
E.
Mailing Address: (5 --,A 110-7 �ai- '1'8tQL119 Phone: k4 ?—,s IV f -7
State License Liability Insurance: tiJI Bond:
Building Permit # (if applicable): Side Sewer Permit # (if applicable):
9
20
R Commercial El Subdivision El City Project Ej EU<(P:U:DyERizbN, PSE, AT& T., OVWD)
Multi -Family El Single Family E] Other
!>
7
C_ '. --r/ S - e
INSPECTOR:
F. PAVEMENT CUT:
CONCRETE CUT:
lk'�ES N04,,
YES E] NO
,G. SIZE 0 F CUT x o
API'LICAITTO I*:Al)
t I
''INDEMNITY. Applicant understands by hislher.-�signature to this ap 1helshe holds the City pf Edmonds harmless ftom
plication,
eseen or unforeseen, that may be made against the-Ei, of
injuries, damages . or claims oj� any kind or. description whatsoever, - fdr
Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings includi?,�k:�dq��e
rneyfees by reasonfgranting this permit.,
costs and atto o
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOW!NG�THE FINAL
INSPECTION AND A C . CEPTANCE OF . THE WORK ESTIMATED RESTORATION FEES 97LL BE HELD UNTIL THE FINAL STREET'PATCH IS
COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBITOR CREDIT.W!LL 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 co.mpletio . n 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 w ork are required with the permit application.
CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK
I HA VE READ THE ABO VE STA TEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS
Signatur e: Date: 0
(ContrActor or)(gent)
FOR CITY USE ONLY 4_0
Approved by:, :1 WN (I fj� Right-of-w#y Fee: -10 -f S� —
Time Authorized: Void,After Z51 02, Disruption Fee/Fund 111:
,Special Conditions: WO'Tirtl hfo;67" 121ni, Restoration Fee:
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UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL
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FINAL APPROVAL OF PERMITTED WORK.-C�W?Jnfql�_. DATE:Lae, 13 04A.
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Receipt #
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIF'� WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
I
Landscapelnsp.
Total Amt. Due
0
NOR LIMIT IN ANY WAY THE C17YS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.'
Recording Fee
Receipt,#
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
APPLICATION
APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application Is not a permit until signed by,the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY,'NO PERSON WILL BE EMPLOYED
Building Official or�Ns/her Deputy: and Fees are paid, and
IN VIOLAT ON 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.
SIGNATUF1tW!%VN161
15 Nli�OR JENT
DATE SIGNED
e7
IAI
F I GNATUAt DATE
05n'
V/6L
16
77.1-0220
-
AELE D BY DATJf
ATTENTION V(/
Off 1333
ITIS UNLAWFULTO USE OR OCCUPYABUILDING OR STRUCTURE UNTILARNAL
INSP'ECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCU-
PANCY HAS BEEN GRANTED. UBC109/IBC110/IRC110.
ORIGINAL - Fit E YEI I �T,
09/03
PINK - OWNER GOLD -ASSESSOR
r%r%1_'e%f% I I A r%r% %f^1 I A r%r'
Rd A I.F1111,10% A
-C
0
V)
Qj
=3
C
(1)
>
no
Ln
U
C:
Beck Lane
NJ
Suite 102 Entrance
Building Entran
-�6 —C
M (f)
El
--I a)
> r
cl) M C
F >
M M 03
> M C)
X > K !!I
M > C�
>
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NM ac Gregor Place Con�oi
0
M U)
n
17� C
M (n
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>
a) M C:
r— >
z: z
M CD:q
M
> M 0
;o > 3:
a) m
r- >
M > C>
M M C13
> m 0
M > 9:
M > 0)
-n
U, co
11D
-n
-n
L ----------
Concrete Walk South Entrance
Wa In ut Street
#B82
d) See Exhibit B2 - Garage
e) No change to existing paths of travel
f) Room 'E' is a shared garbage and recycling room
g) No existing or proposed signs
N
+E
MacGregor Place
437 St' Avenue South
Units 102 & 103
Averetek TI Site Plan
Zoning BD2
SIZE
FSCM NO
DING NO
1 2011-1004
RIV
A
Construction Type: VB
Sprinklered
SCALE 1 : 240 1 SHEET 40F 2
Drawing key
FenCE
Concreti
Wall
Averetek Ilemployees 3611sqft
B — Common Area Bathrooms
C — Common Area Hallway / Telco
D - Storage
E - Garbage/Recycling Room
F - Common Area Hallway
G — Garage
(rt-
L) t�
STREET FLE jul- 0 1 2011
BUILDING DEPAf i I!,
? MY OF EDMONU�f`
.... ......... ....... ..
.. .... ...... ......... ....... ..
. .. ..... ......... ....... ..
-V
pEC=IVED
Not to Scale 2 2001
ISP 200' \JISI ON
Plans conform to MUTCO W20-1 Op 200'_ ENGINEERING DI
Specifications W20-7b LEGLND
200, CKMONUM DEVICL FOR TYK OF
W20.7a W20-7b W20-1 DIDAM 10 K USW Sa THE Son"
or %ft ENROL
W20-78 IN M KA".
Las
200' 200--1
FUMM
DICaM OF YROM
Wp(nutgf
D-7
-7b V
JLI
200 200,
200'
pev :W20-7a
200'
SoundView
W20-7b
Two -Way Traffic Taper 2001
Fla
Wh9gers to control traffic
I e dump trucks are entering & leaving site
Intersection 4 way stop wtth flashing light <9>
"n
25mph Sign Spacing 200ft Wi0:1
Sidewalk Plan is included 0
T, J1AF_ r_
_r7f �CX"j JIV6" IAtrvr 0
Prepared by Teri Kannor
National Barricade
206-523-4045
Fax: 206-525-2042
.�Oy
C>
INSTALL ON TYPE 11 BARRICADES THROUGHOUT THE WORK
AREA 24 HOURS PRIOR TO IMPLEMENTING TRAFFIC CONTROL.
PRIOR NOTIFICA71ON Of POLICE DEPARTMENT REOUIRED.
. -3 SP-4
361SX36" 24"X24-
A/W 4" c e/W
STO. 6"X9" ARROW
SIDEWALK
ETOUR
MEN#
sp-3
24"x24"
4" c O/W
STD. 6"x9" ARROW
AS-10C
24"NI2"
9
0
r:
- --4 1 1 1 — —
- I
PEDESTRIAN DETOUR
(NONWORKING HOURS)
LEGEND
N SIGN LOCATION
a C3 a TEMPORARY TRAFFIC CONTROL OEVICES
cam TYPE 11 BARRICADE
P ESTRIAI
PRORBITE
pi
SP- 6
4" C S/W
Slo. 6"w9" ARROW
SIDEWALK
CLOSED
ImME+
USE OTHER
SP-5
36"X36"
4'* C S/W
SP- T STO. 6 '. xs" ARROW
36"x36"
4" C B/W SIDEWALK
----i CLOSED
SIDEWALK
CLOSED 4�
USE OTHER USE OTHER
cinF SIDE
Rs-loc im
PlIDESTRIAN 24"Ki 2"
PROHIBITED
PEDESTRIAN DETOUR
(WORKING HOURS)
GENERAL NOTES
INTERSECTION PEDESTRIAN 1. CONTROLS SHOWN ARE FOR PEDESTRIAN TRAFFIC ONLY.
TRAFFIC CONTROL
TCP 23 2. USE WARNING LIGHTS ON BARRICADES. ul
-jeni
by: Nationai barricade Co., LLC 206 525 2042 Nov-2-01 11:48AM; Page 5/5
NOV-01-2001 15:52 P.01
Fax to: MWonial Barricade Cc, LLC 2W52S.2042
Atta; Traffic Control Plans
OFFICEPSE N
Traffic Control Plan Informalion Submittal Sheet - (TCPISS)
2.06 1 '13 -201 q3
Office Phone: Cell Phone;
Job Number: Cost Code #: — - --
Today's Date: Priority.,ffli-2 clays 113.4 daysU" days
cAy or CDunty of work: QAeps—
Address ot work, -arw/or-
ii �f I oV� of HEast JUWest Of center line of
Approximately sto, iElNorth Of S
(sveet name): I* r - —
and approArnately —3c—ft of thouth of OaWof LIWS:St Of Cente line Of
(street nan"): W±EYAT-1--
The work is on the Morth side Mouth side IfflEast side OWest didO. (Of the. road)
The speed Hmft of the work zone is _$4; M.P.".
The road series an area UW W L1R09dV*W MCOmmerciiat 55113oth
The worldng hours wHI be: INDaytime ENghttime
Work is Uking plow in Me (chet* all #W apply):
ORight Lam Lkeft Lane j0CqMqr Lane OShoulder ElSidewalk
E30ther (specify)
The work will Fequire what type Of tn1ft control? (check all that apply)
ORight Lane Closure Me Lane Closure
02-way Left Turn Lane Closurs OShoulder Closure
JdewalWCrosswalk Clog ure []Driveway Cknuffl
)NAftmatIng ormway trgWic controlled by flagger(s)
will PwWng be affected by the work? L]No WYes (show)
if yes. vAll parldng have to be removed to accommodate the work? ONO Wyes
Will a cifiveway t* affected by the wOrk-7 24o Mes (sww below)
Is the work on a bus route? ONO 12y6s OWnt Know
Will a bus stop be affected by the WOW. JjNo Oyes (show below)
it ths Wojk is up agabig an intersactlom Is it controlled by a traffiC signal? Elko Wes
VVUl the work impede pedesUUn 1"Ovem"? JONO Clyes (show below)
if yes, will it block a crosswgdk? MHO t3yes
VWJI It block a sidewatV ONO Wes
Rev. 060601 TCPISS PAGE 1
-4
Legend
Principle Arterial
Minor Arterial
- Type I 156th
Minor Arterial - Type 2
Collector
City Limits 164th
...... . ........... .. 168
174
6 Fr
176th
T
180
.0,
z
%0
188th
I q0th
Ico 192nd
0
196th
1116th
S r MOM 200th
Aloha 202nd
L— 2
41 C, 203rd
&a//
Z Z
206th
V rf P?". Ir .-20,81.h..
MaIn SI 2081h
D n
2101h
(a WaIZT-
212th.
jG
G
Pi 216th
-UV F-
U> 2181h
Future Ferry
Elm 220t 220th 220th 20th
(Point Edwards) W -N
Terminal
224nd i
2241FO
G
226th Cn
T—I V '01
U) U) 6th
2 8th'
4%
230th
231st,0
232 d
f ER� 1. 11 234th J-234th
M36
2361h
038th 38th I
240th --.,2 0 h 240tn I
F F..s[T-r 242nd 242nd N,
LL .244th 244th
APPIOVED AS NOTED
B( RI
NJ
Date:
Edmonds Transportation Study Arterial System Fig. 9
A� ------
I
IpA�3956
EXISTING 0 Q
T--------------- ------------
----------- 0 --------------
0
S-1 0
:T
Lu
z
uj
>
Lr)
T------
u
W------
83 83 10
: Lj-, ------------------ -----------------
---------------------
---------- W ----------------------- --------------------
----------- -r--T ------- I -------- -------------- T ------------------------ I--,. ---------------
-------------- -------------- S -----------------------
WALNUT STREET
-------------- c ------------------------ L---
D
LAYOUT
I" = 20'
CABLE ALL FOOTAGES APPROXIMATE
BY PUD OR PUD'S CONTRACTOR
FROM POLE TO A-35528
80* OF (3) VO AL CNCTRC NEUT DB JCKTD PRI IN 4" PVC
MAKE _PO_ REEL
MAKE -Po REEL
MAKE PO REEL
FROM A-35528 TO A-35529
336' OF (3) VO AL CNCTRC NEUT DB JCKTD PRI IN 4" PVC
MAKE Po REEL
MAKE Po REEL
MAKE PO REEL
FROM A-35529 TO A-2
42' OF (3) VO AL CNCTRC NEUT DB JCKTD PRI IN 4" PVC
MAKE Po REEL
MAKE PO REEL
MAKE Po REEL
SECONDARIES AT A-2
150' OF (3) RUNS OF SOO KCM AL QUAD WITH 350 NEUTRAL TO (4) 8-POS TERM BLOCKS (T1505) BY PUD (A-2 TO S-1)
'30.
CUSTOMER'S SECONDARY
(3) RUNS OF 250 KCM AL QUAD WITH 3/0 NEUTRAL BY CUSTOMER (TO MICHEL PROPERTY)
(4 ) RUNS OF 500 KCM AL QUAD WITH 250 KCM NEUTRAL BY CUSTOMER (TO GREGG PROPERTY)
A-2
300 KVA
BULKHEAD BY CUSTJMER
A�5947
EXISTING
A-3
A-35829
CONSTRUCTION NOTES:
BECK LANE
A-35
2-4 WAY
1-5 WAY
TRANSFORMER BY PUD
LAYOUT LEGEND:
A-2 300 KVA 12.470 GND-Y/7200-120/208V
IN PAD MOUNTED TRANSFORMER
UTC
SUBMERSIBLE TRANSFORMER
SER
ABOVE GROUND J-BOX
MAKE
SUBMERSIBLE J-BOX
SECONDARY VAULT
0 PULLING VAULT
VAULTS
I SWITCH CABINET
BY PUD OR PUD'S CONTRACTOR
SECONDARY PEDESTAL
A-35528
PRIMARY UNDERGROUND CABLE
4'8" x 4'B" x 3'6" CONCRETE VAULT AND
-350 SECONDARY UNDERGROUND CABLE
4'8" x 4'B" x 6" COVER W/A 3'x 3'DIAMOND
4/0 SECONDARY UNDERGROUND CABLE
C2
PLATE LID
1/0 SECONDARY UNDERGROUND CABLE
A-35529
STREET LIGHT CABLE
4'8" x 4'8" x 3'6" CONCRETE VAULT WIA
CUSTOM RISER AND 4'E" x 4'8" x 6" COVER
POLE AND OVERHEAD LINE
WIA Nx SDIAMONDPLATE LID
PROPERTY LINE
RIGHT-OF-WAY LINE
-U-EX!STI-NG UNDERGROUND CA-SLE
VAULTS
EXISTING DUCT
BY CUSTOMER
F UTURE DUCT
A-3
-S----OSANITARY SEWER/MANHOLE
4'B" x 4'8" x 3'6" CONCRETE VAULT AND
-D-----OSTORM DRAIN/CATCH BASIN
4'8" x 4'8" x 6" COVER W/A 3'x 3'DIAMOND -W�WATER MAIN/METER
PLATE LID
A-2
)w FIRE HYDRANT
STREET LIGHT
4:8" � 4'8�' x 3'6" CONCRETE VAULT AND
6 x 6 x 6' COVER W/A 15- . 40" ACCESS HOLE
UNDERGROUND LOCATOR MARKER
S-1
SCHEMATIC LEGEND:
7: x 5'4" x 24" CONCRETE VAULT AND
7 x 5'4" x 12" COVER W/A (2) Yx XDIAMOND
PLATE L IDS
10 TRANSFORMER
3 0 TRANSFORMER
r COUNT�
[FD10ED:
0 SUBMERSIBLE TRANSFORMER
0 2DO AMP J-BOX
m 600 AMP J-BOX
FUSE
Wo 324437
TASK
PRIMARY UNDERGROUND CABLE
DUCT
BY PUD OR PUD'S CONTRACTO
OVHD EXISTING OVERHEAD
SCALE I" - 20'
20' OF (1) 4" PVC W/A 90- STEEL ELBOW
DISCONNECT SWITCH. NORMALLY OPEN
15' OF (1) 3" PVC W/A 45- & 90- STEEL ELBOW
4-� DISCONNECT SWITCH, NORMALLY CLOSED
DFTR
CHKR
10' OF (1) 2" PVC W/A 90- STEEL ELBOW STANDOFF BRACKET
Q 5' OF (1) 4" PVC (FUTURE)
FEEDER LINE
ENGR HA
B PULL THRU BOX
BY CUSTOMER
FEED THRU BUSHING ON TRANSFORMER
APVD
Q 330' OF (1) 4" PVC
-<)-FAULT INDICATOR
12' OF (1) 4"PVC
DATE
100'OF (3)4" PVC W/(6) 90- STEEL EL13OWS
78' OF (1) 4" PVC (FUTURE)
PROPOSEDLAYOUT
FOR
GREGG & MICHEL
PROPERTIES
I
LAYNiT
LEGEND:
29
PAD MOUNTED TRANSFORMER
SUBMERSIBLE TRANSFORMER
ABOVE GROUND J-BOX
Go
SUBMERSIBLE i-BOX
SECONDARY VAULT
PULLING VAULT
I
SWITCH CABINET
SECONDARY PEDESTAL
PRIMARY UNDERGROUND CABLE
- . . . . . ------350 SECONDARY UNDERGROUND CABLE
- - - - - - - - 4/0 SECONDARY UNDERGROUND CABLE
.........................
1/0 SECONDARY UNDERGROUND CABLE
STREET LIGHT CABLE
POLE AND OVERHEAD LINE
—PROPERTY
LINE
—
—RIGHT-OF-WAY LINE
U—EXISTING
UNDERGROUND CABLE
'EXISTING DUCT
—FUTURE DUCT
------- S ------
OSANITARY SEWER/MANHOLE
------- D -----
10STORM DRAIN/CATCH BASIN
------- W ------ oWATER MAIN/METER
)1(
FIRE HYDRANT
STREET LIGHT
UNDERGROUND LOCATOR MARKER
q('HFMATIr
REFER TO SHEET 1
CONSTRUCTION NOTES:
1. AT POLE, REPLACE EXSITING 30 RISER (121.1308) WITH 1/0 AL
JACKETED PRIMARY AND 4" CONDUIT INTO NEW VAULT A-35528
LAY EXISTING -2 AL UNJACKETED PRIMARY AND 3" CONDUIT IN
DITCH TO A-35528. HAND DIG BETWEEN HEDGES.
2. AT A-35528. SAW CUT. REMOVE ASPHALT. TRENCH AND INSTALL
VAULT WITH 2-4 WAY AND 1-5 WAY JUNCTION BOXES PER SCHEMATIC.
ORIENT COVER SO THAT DIAMOND PLATE LID HINGE IS ON THE SOUTH SIDE.
INSTALL FUTURE CONDUITS AND MARKERS TO THE EAST. WEST AND
NORTH TO RIGHT-OF-WAY LINE. INSTALL FAULT INDICATORS.
TERMINATE AND TAG PER SCHEMATIC. RESTORE ASPHALT.
3. AT A-35829. SAW CUT. REMOVE ASPHALT, TRENCH AND INSTALL VAULT WITH
CUSTOM MADE SLOPED RISER (SEE DETAIL) AND JUNCTION BOXES PER SCHEMATIC.
ORIENT COVER SO THAT THE DIAMOND PLATE LID HINGE IS ON THE EAST SIDE.
INSTALL FUTURE CONDUITS AND MARKERS TO THE EAST. WEST AND NORTH TO
RIGHT-OF-WAY LINE.RESTORE ASPHALT.
DETAIL ( 5A
NTS
VAULTS
A-35528 (INSTALL FOR CUSTOMER BY PUD)
4'8" x 4'B" x 3'6" CONCRETE VAULT AND
4'8" X 4'8'* x 6" COVER W/A 3' x YDIAMOND
PLATE LID
A-35829 (INSTALL BY PUD)
4'8" x 4'8" x 3'6" CONCRETE VAULT W/A
CUSTOM RISER AND 4'B" X 4'8'* x 6" COVER
W/A Yx 3' DIAMOND PLATE LID
7'
FOR CUSTOM RISER c
SEE DETAIL t:V *
70 A-35829
CABLE ALL FOOTAGES APPROXIMATE
BY PUD OR PUD'S CONTRACTOR
FROM POLE TO A-35528
80' OF (3) VO AL CNCTRC NEUT DB JCKTD 'PRI IN 4" PVC
MAKE PO _ REEL_
MAKE PO REEL
MAKE PO REEL
LOCATION 437 5TH AVENUE SOM. EDMONDS 98020
AREA
SOUTH CO
POLE NO SWIAS24 T27 R3
DATE 4/5/02
WO NO
7
REASONFORWORK PROVIDE 30PRIMARY
ENGINEER H HA
TASK
04
UNDERGROUND SERVICE FOR
DRAF TER J MCFEE
UGND No
3287-2
STH & WALNUT MWED-M WILOM
fZTROVEO
SCALE
NOTED
1PRINTED
DUCT
BY PUD OR PUD'S CONTRACTOR
(D 20'OF (1) 4" PVC W/A 90- STEEL ELBOW
Q 115' OF (1) 3" PVC W/A 45- & 9D- STEEL ELBOW (FROM A-35528)
Q 5' OF (1) 4"PVC (FUTURE)
@ 20'OF (1) 2" PVC W/A 90- STEEL ELBOW (FUTURE)
Q 10* OF (1) 4** PVC (FUTURE)
ALLEY
-4 -- -
LAYOUT
V - 10,
A-5947
EXISTING
I
0 1 *
DATE WORK COMPLETED — FOREMAN—
ENVIRONMENTAL ANALYSIS
SUBSTATION FIVE CORNERS
CIRCUIT NO PHASE 1.2.3
E EXEMPT 0 NOT EXEMPT
PARA 18 ITEM C
FEES REO'D 2 YES ONO.
_jZjjZ§.3
�AD CROSSINGS ONLY
L;�ESIDENTIAL
0 COMMERCIAL
LED-
OVHD CONDUCTOR KV
ADD _CKT FT PH
REM CKT FT PH
NET CKT FT
APPV
I DATE
I
REVISIONS
— a %—. S
UGND CONDUCTOR 12.47 KV
ADD 30 CKT FT 3 PH
— —
REM CKT FT 3 PH
NET _10 CKT FT
PRIMARY UNDERGROUN'D
0 RESIDENTIAL
0 C . OMMERCIAL BASIC FEE s
APPV
NO.
DATE
DESCRIPTION
PERMITS (DATE GRANTED)
LEU-
a 5 J,. S
6 TREE TRIM
u SlAlE
SECONDARY UNDERGROUND
BASIC FEE s
0 COUNTY
9
n EDMONDS
0
UNDERGROUND PLAT
BASIC FEES_
EASEMENTS 0 REQUIRED
ENGINEERING
E- E NOT REOUIREC
9. FT 0 S_
REQUEST NO. 8771
PLAT CONSTRUCTION
— C. FT 0 2 —
DATE APPROVED
STREET LIGHTING
FOREIGN CONTACTS
_____jL FT 0 S_ S
0 VERIZON JPN-
CROSSINGS
0 CATV JPN-
FT 0 S— 5
0 JOINT TRENCH VERIZON & CATV
OJOINT BORE VERIZON 6 CATV
0
WORK IN RIGHT OF WAY
0 PRIMARY
0 SECONDARY
_FT 0 S_ - 2
7AS-BUILT
POLE STENCILING
FROM TO
TAKE OFF POLE—
APPV
NO.
DATE
DESCRIPTION
MISCELLANEOUS FEES
VAULT I
PRE-CONSTR REQUIREMENTS
PERMIT S
0 TREE TRIM 0 PUD LOCATOR
COST ESTIMATE s 12,593.00
E BACKHOE 0
ll ONE CALL DATE
TOTAL DUE$ 12,593.DO
IPOLES
IPLAT
IINDEXI
ILOGS
I
I U-MAP
I I
I I-L IN!
DATE PAID_
[.11
jXFMR
I
I C-MAP
I
IGIS
RECEIPT-
LOCATION MAP lAGE-A54-F-6
SVCE APPl.CAT.ON--
ENGINEER HOON HA CUSTOMER RANDY Rd DAP INC—
XING PRINTED
PRINTED
PHONE (425)514-5019 PHONE (425)697-2571
I
PUGET
SOUND
WOODWAY
ORK SITE
EDMONDS
VICINITY MAP
TAGS
Zi
VAULT: A-35528 AND A-35829
CABLE: 55952 THRU 55954
00
t,� -��
E A,
4^
14
CONSTRUCTION & MOUNTING DETAIL
Minimum 3/8"all thread
thru bolted with 2"x 2"L-Iron back if metal studs
FASTENERS TO BE
or
_� DETERMINED BY
Minimum 3/8" rated expansion bolts onto concrete
WALL CONSTRUCTION -
or
Minimum 3/8" lag bolt thru L-Iron to
wood structural member
or
Minimum 3/8"x 6" toggle bolts
ccrTIARI r%CTAII
Q T
5,
.,L
z
0
;Z
Ln
?�
_41�_
—
0
<
!!t 0
C)
r___1
4" DR MY OF EDMONDS
REMOVABLE TOP OR SU�LDM DEPARTMENT
SIDES FOR SERVICING WORK f) 16 rl�
FABRICATED ALUMINUM
SEAMLESS CABINET SIGN
ALUMINUM SLEEVE 1ADDRESS
W/ EPDXY
6.
LOCKING DISCONNECT OWNER C>PL)
SWITCH I
TO ELECT SOURCE
0
J-BOX
FLEXIBLE METAL
LUINIUU I I
0.
.0
112 " THK. PUSH ED-THRU
ACRYLIC PLASTIC LOGO/COPY
LOW VOLTAGE TRANSFORMER
WATERPROOF @ WALL
PENETRATION
WHITE LED ILLUMINATION
BUILDING WALL
SCALE: 1 1/2"=V-0"
L OF EXISTING SIGN
12'-6"
6'-9
DnuSBC
6h..
APPROVED DATE: &
- P�7/3
BLDG. OFFICIAL '�-�21-11
FAI
EXIS I ING CABINET FACE TO BE REMOVED & REPLACED AS
PER MY JT PER LAYOUT @ LEFT.
(-043q
SIGN CABINET -
FABRICATED SEAMLESS ALUMINUM WALL SIGN CABINET
(4" DR) PAINTED BLUE TO MATCH PMS 293 (SATIN FINISH)
FACE -
.090" ALUMINUM FACE W/ ROUTED -OUT & PUSHED-THRU
ACRYLIC GRAPHICS.
GRAPHICS -
rn
LOGO:
SHELF -CUT & PUSHED-THRU 1/2" THK.ACRYLIC LOGO W/
FIRST SURFACE APPLIED 3M WHITE #3630-20
TRANLUCENT VINYL FILM & 3M BRIGHT BLUE #3630-167
TRANSLUCENT VINYL OVERLAY "WAND" & 3M WHITE
DIFFUSER VINYL FILM ON SECOND SURFACE.
LETTERS:
SHELF -CUT & PUSHED-THRU 1/2 " THK. ACRYLIC LETTERS W/
FIRST SURFACE APPLIED 3M WHITE #3630-20 TRANSLUCENT
VINYL FILM W/ 3M WHITE DIFFUSER VINYL FILM ON SECOND
SURFACE.
ILLUMINATION -
INTERNALLY ILLUMINATED W/ WHITE LED MODULES.
INSTALL -
FLUSH MOUNTED TO BUILDING WALL AS PER DETAIL.
JUN 0 0 2011
QUANTITY -
BUILDING DEPARTMENT
TYR OF ONE (1) CABINET.
wy OF EDMONDS
aw lk, I I WE kyj Ell PF
ftwc,
lr� S: sw
Lynnwood
Ecb�.dl
0
T-I
Ed
s J� �lt
P.,* Wao
20a:h Sl SW
peik
212ffi st SW
2=h 81 SVV
22Dth
Woodway
Esperance
22ft S3 SW
q
Moun
Terr.
EF
t
:9
2.
23ft St sw
*IT-f
N 205th St Lake ga nga Way
ii T
LA
uj
:D
z
Ln
CA
�0
65-4-
BECK LN
WALNUT STREET
SIF INTERNALLY ILLUMINATED WALL CABINET
l'-4"H X 12'-6"W.
WINDOWVINYL GRAPHICS. 11 1/2"H LOGO & 6"
COPY @ V-7" O.A. HT. (TYP. OF TWO(2) SETS).
VINYL GRAPHICS @ATM PANEL. 8 1/8"H X
4'-2"W.
VINYL GRAPHICS @ATM UNIT HEADER. 3 3/4"H
x 11-11 1W.
DOORVINYL GRAPHICS. 2 3/4""H LOGO, 2 1/8"H
COPY & I "H "BUSINESS HOURS".
jum 0
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t=DMONDS, WA
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CONSULTANTS
BOB GREGG
ARCHITECT
01% ENGINEER
904 SEA VISTA PLACE
A.D. SHAPIRO ARCHITECTS
CG ENGINEERING
EDMONDS, WA 98020
120 W. DAYTON, # CIA
Ill MAIN ST. SUITE 106
(425)672-9664
EDMONDS, WA. 98020-4181
EDMONDS, WA 98020
(425) 778-5400 FAX: 778-7096
425.778.8500 FAX 778.5536
CONTACT. TONY SHAPIRO
CONTACT: JEFF HAYNES
SMCTURAL ENGINEER
CG ENGINEERING
Ill MAIN ST. SUITE 106
EDMONDS, WA 98020
425.778 1 8500 FAX 778.5536
CONTACT. JEFF HAYNES
UTILITIES
POWER-
SNOHOMISH COUNTY PUBLIC UTILITY
DISTRICT NO. 1
21018 HWY 99
EDMONDS, WA 98026
425-783-8391
VERIZON NW
2312 W CASINO ROAD
EVERETT,; WA 98204-1400
425-710-4115
CONTACT. DOUG SUNDIN
NATLR& GAS:
PUGET SOUND ENERGY SERVICES
1122 75TH ST SW
EVERETT, WA 98203
425-356-7534
NE 1/4, SECTION 26, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
LEGAL DESCRIP11ON
LOTS 37, 38, 39 AND 40, BLOCK 123, PLAT OF THE CITY OF
EDMONDS, ACCORDING TO THE PLAT THEREOF, RECORDED IN
VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
BASIS OF BEARING
HELD NORTH BETWEEN FOUND MONUMENTS AT THE INTERSECTIONS
OF 5TH AVE S/WALNUT STREET AND 5TH AVES./MAPLE STREET.
VER11CAL DATUM
NAVD 88. HELD PUBLISHED ELEVATION OF 69.84 FEET FOR SNOHOMISH
COUNTY BENCHMARK #1275 DESCRIBED AS A BRASS DISK SET
VERTICALLY IN THE WEST CONCRETE WALL OF THE EDMONDS MUSEUM,
MARKED USGS V297 1947, LOCATED ON THE EAST SIDE OF 5TH AVE
BETWEEN MAIN STREET AND BELL STREET.�
SHEETINDEX
C1. 1 COVER SHEET
C2.1 DEMOLITION PLAN
C3.1 TESC PLAN
C3.2 TESC DETAILS
C4.1 GRADING & DRAINAGE PLAN
C5.1 UTILITIES PLAN
C6.1 DETENTION & FOOTING DRAIN PLAN
C6.2 DETENTION DETAILS
C7.1 SITE IMPROVEMENT PLAN
EDMOND
BELL
MAIN
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CITY OF
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SIPPL6161JAL NOTES
SUPPLEMENTAL GENERAL NOTES
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO T E
H
CITY OF EDMONDS STANDARDS, THE CURRENT ED11IONS OF THE
FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL
MUNICIPAL,,STATE, AN FEDERAL CODES, RULES AND REGULATIONS:
m n, 11, n1mr?
imirn , rnnr
-WSDoT APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICI AL CONSTRUCT10N
GENERAL NOTES
EROSION CONTROL NOTES
STORM DRAINAGE NOTES
-WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMINATER MANAGEMENT
MANUAL FOR THE PUGET SOUND BASIN
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE
17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND
18.30.050 DEVELOPMENT APPROVAL STANDARDS FOR EROSION AND SEDIMENTATION
10. ESC MINIMUM REQUIREMENT - CUT AND FILL SLOPES. CUT AND FILL SLOPES SHALL BE
PIPES
12. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER
, CONSTRUCTION IS IN PROGRESS.
CITY OF EDMONDS STANDARDS, THE FOLLOWING SPECIFICATIONS AND CODES,
OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM.
FOR
CONTROL (ESC) PLAN.
DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION,
SLOPES SHALL BE STABILIZED IN ACCORDANCE NTH ESC REQUIREMENT NO. 2.
1. ALL STORM SEWER PIPE SHALL CONFORM WITH CHAPTER 9 OF THE SNOHOMISH
COUNTY ENGINEERING DESIGN AND DEVELOPMENT STANDARDS (E.D.D.S.) AND DIVISION
i3. DEVIA11ONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF
��RECORD AND THE LOCAL GOVERNING AUTHORITY.
AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES,
RUI FS AND REGULATIONS:
18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
A. ESC MINIMUM REQUIREMENTS. ALL ACTIVITIES NECESSITATING A CLEARING OR GRADING
11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION. PROPERTIES AND
7 OF THE WSDOT/APWA SPECIFICATIONS.
14. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS
�ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT
-1997 UNIFORM BUILDING CODE
19. AS A MINIMUM REQUIREMENT, AH DISTURBED AREAS ON AND OFF SITE
PERMIT AND ALL UTILITY PROJECTS CONSISTING OF MORE THAN 500 LINEAL FEET OF
WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION
2. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR COMPACTED GRAVEL MATERIAL
!CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE
-2000 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION
TRENCH EXCAVATION SHALL BE REQUIRED TO CONTROL EROSION AND SEDIMENT DURING
DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER
3. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR PIPE -ARCH
1OWNER
PRIOR TO PROJECT COMPLETION AND ACCEPTANCE.
MUNICIPAL CONSTRUCTION
IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS.
CONSTRUCTION AND TO PERMANENTLY STABILIZE EXPOSED SOIL RESULTING FROM
RUNOFF FROM THE PROJECT SITE.
12. ESC MINIMUM REQUIREMENT mw- STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS
IN LAYERS NTH A LOOSE AVERAGE DEPTH OF 6, MAXIMUM DEPTH 8, THOROUGHLY
15 ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON
-WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT
20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER
ACCEPTABLE METHODS FOR THE PREVEN11ON OF ON -SITE EROSION AFTER THE
CONSTRUCTION. PROJECTS INVOLVING A CRITICAL AREA MAY ALSO BE REQUIRED TO COMPLY
WITH ANY COMBINATION OF THE ESC MINIMUM REQUIREMENTS. COMPLIANCE WILL BE
AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED,
TAMPING EACH LAYER. COMPACTED LAYERS MUST EXTEND FOR ONE DIAMETER ON
EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. (REFER TO WSDOT
.
11,1AVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM
'AVAILABLE RECOWS
MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION)
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER
COMPLE11ON OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
DEMONSTRATED, THROUGH THE IMPLEMENTA11ON OF AN APPROVED ESC PLAN. GUIDELINES
CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF
FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION.
STANDARD SPECIFICATION 7-d4.3(3;'AND STANDARD SPECIFICATION 2-03.3(14)C,
AND SHOULD 111EREFORE BE CONSIDERED APPROXIMATE ONLY
1AND NOT NECESSAKILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE
TO WSDOT STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION.
GRADING AND EROSION CONTROL REQUIREMENTS.
21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
FOR PREPARING ESCAANS ARE PROVIDED IN THE MANUAL THE PLAN MUST ADDRESS THE
FOLLOWING REQUIREMENTS:
STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS,
METHOD B & C.
4. BACKFILL AROUND PIPE MUST BE COMPACTED' TO A SPECIFIED AASHTO T-99
t-CIN TRACTOR TO INVPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
'�WATI%�. SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER
3. A COPYff THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR
SLOPES AND DOWNSTREAM REACHES SHNLL BE PROVIDED AT THE OUTLETS OF ALL
CONVEYANCE SYSTEMS.
DENSITY OF 907. USE REASONABLE CARE IN HANDLING AND INSTALLATION.
SHOWN *0EREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION
�,1`11AN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF
APPROVAL
22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT
1. ESC MINIMUM REQUIREMENT - CONSTRUC11ON ACCESS ROUTE. CONSTRUCTION VEHICLE
ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL
13. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROT'ECTION. ALL STORM DRAIN
5. ALL DRAINAGE PIPE COUPLINGS, FITTINGS, ADAPTERS & APPURTENANCES SHALL BE
SPECIFICALLY DESIGNED FOR THE INSTALLED PIPE AND SHALL BE INSTALLED PER
OF EXIST1NC; UTILITY LINES AT CONNECTION OR CROSSING POINTS
H
n ING FOR NEW UTILITIES. CG ENGINEERING ASSUMES NO
RECORD AND THE LOCAL GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS
AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
BE STABILIZED NTH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF
INLETS MADE OPERABLE DURING CONSTFUCTION SHALL BE PROTECTED SO THAT STORM
WATER RUNOFF SHALL NOT-ENTER;THE CONVEYANCE SYSTEM WITHOUT FIRST BEING
MANUFACTURE'S RECOMMENDATIONS.
1 FOR 1HE COMPLETENESS OR ACCURACY OF THE EXISTING
SI�jFEATURES
ON A SET OF "AS -BUILT* DRAWINGS AND SHAH SUMMARIZE ALL AS -BUILT
23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT -BETWEEN FINISHED
CONTOURS OR SPOT ELEVATIONS SHOWN.
SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE
ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE
FILTERED OR OTHERWISE.,TREATED'TO REMOVE SEDIMENT.
PRESENTED ON THESE DRAWINGS.
^T OR,�,7ULL LOCATE AND PROTECT ALL UTILITIES DURING
CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE
24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILM." 'HALLS AT MINIMUM 5%
REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A
14. ESC REQUIREMENT ' �-;�:REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY EROSION AND
CATCH BASINS AND MANHOLES
ND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION
1-424-5555) AT LEAST 48 HOURS PRIOR
OWNER PRIOR TO PROJECT COMPLE110H AND ACCEPTANCE.
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
SLOPE FOR A MINIMUM DISTANCE OF 10 FEET.
25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHAIL INSTALL AND MAINTAIN
CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE
ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE
STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED.
1. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE NOTED.
TO CONSTRUCTION.
'�SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE
BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON
HAVE BEEN FURNISHED BY OTHERS� BY FIELD SURVEY OR OBTAINED FROM
SHORING AND BRACING AS NECESSARY TO PROTECT VI")PAERS, EXISTING
i
'f'1;&j!NG
2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED
TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS
2. ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW LINE SHALL -BE A
TYPE 11 CB OR LARGER (MANHOLE).
IdVE OF ANY DISCREPANCIES.
AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ON Ly
BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHEP -AND
PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST luQ'S OF GROUND OR CAVING
BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS,
INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC
RESULTING FROM REMOVAL SHALL- BE PERMANENTLY STABILIZED.
15. EROSION AND SEDIMENT CONTROL REQUIREMENT - DEWATERING CONSTRUCTION SITES.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, INLET,
(7%114S WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO
!1S AS APPROVED BY THE CITY OF EDMONDS.
AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE -FOR REMOVAL OF
COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN
DEWATERING SYSTEMS SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND.
16. EROSION AND SEDIMENT�P.ONTROL REQUIREMENT - CONTROL OF POLLUTANTS OTHER
AND CATCH BASIN FRAMES AND GRATES PER CITY STANDARDS JUST PRIOR TO'
POURING OF CURBS AND PAVING.
P SH , ALL OBTAIN A COPY OF THE GEOTECHNICAL
`-AND MITIGAT10N REPORT AND SHALL THOROUGHLY
LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER
SHORING AND BRACING, AS REQUIRED.
26. CONTRACTOR SHALL NOTIFY THE LOCAL FIRE MARSHAL TWENTY-FOUR (24)
ACCORDANCE WITH THE MANUAL THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO
AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN
111AN SEDIMENT ON CONSTRUCTION SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT
4. ALL GRATES SHALL BE DEPRESSED 0.1 FEET BELOW PAVEMENT LEVEL
THE CONTENTS THEREOF. ALL SITE WORK SHALL
�"-COMPIJANCE NTH THE RECOMMENDA11ONS OF TH ESE
UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION
OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND
HOURS IN ADVANCE OF ALL WATER SERVICE INTERRUPTONS, HYDRANT SHUTOFFS,
TWO DAYS FROM OCTOBER I THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM
OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A
MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER.
5. ALL TYPE 11 CATCH BASIN MANHOLES, INLET, AND CATCH BASINS SHALL HAVE'
LOCKING LIDS.
'ieM ATERIAL AND PLACEMENT SHALL CONFORM TO THE
CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS
STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACiOR �SHALL NOT
RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN
MAY I THROUGH SEPTEMBER 30).
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES. ADJACENT
17. EROSION AND SEDIMENTCONTROL REQUIREMENT - FINANCIAL UABIUTY. PERFORMANCE
6. STANDARD LADDER STEPS SHAH BE PROVIDED IN ALL CATCH BASINS AND
OF THE PROJECT GEOTECHNICAL REPORT..
BEFORE TRENCHING FOR NEW UTILITIES. CG ENGINEERING ASSUMES NO
RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING
APPROVAL FROM THE FIRE MARSHAL
PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF
BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL
PROJECTS TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL
MANHOLES EXCEEDING 5 FEET IN DEPTH.
7. ALL CATCH BASINS WITHIN THE CITY RIGHT-OF-WAY SHALL BE LOCKING VA 9p,
urAI4H0LJ:S- 0TCH BASINS UTILITIES AND � PAVEMENT SHALL BEAR ON
MET6, VERY DENSBA
Ium D TIVE SOIL OR COMPACTED STRUCTURAL FILL.
UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS.
27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY
VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY
GRATES.
-SOIL IS DISR !RFJED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL. IS
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING
RELOCATIONS AND/OR SERVICE INTERRUPTIONS NTH THE AFFECTED OWNERS AND
A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS
INESENT AT SUUGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED,
�_'�JRUCTURAL FILL PER GEOTECHNICAL REPORT.
CONSTRUC11ON AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION
APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL
4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL
�EE f�URVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS
SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE AUTHORITIES'GOVERNING
BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE
CONSTRUCTION SEQUENCE
�'!,.CINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE
SAID UTILITIES AND NTH 48 HOURS ADVANCE NOTICE.
CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR
1. PRECONSTRUCTION MEETING.
S.
PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S
28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO
CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND
SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL
5. ESC MINIMUM REQUIREMENT - OTHER BMPS. AS REQUIRED BY THE CITY, OTHER
2. CALL FOR UTILITY LOCATIONS.
kRCHITECT
IURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS.
" )N DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN IJNES AND
REPRESENTATIVE OF ANY DISCREPANCIES.
10. PIPE LENGTHS MERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO
INSPECTED AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING.
APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED.
3. REVIEW ESC NOTES.
4. FLAG LIMITS OF CONSTRUCTION.
1'�GHTLINED TO THE STORM DRAIN SYSTEM MERE INDICATED
LANS.
FIELD CONDITIONS.
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT
29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN -BY DIMENSION, WHERE NO
DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD
6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY
CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY
5. INSTALL EROSION CONTROL MEASURES.
REQUIRED STORMIWATER FACILITIES MUST BE CONSTRUCTED AND IN
11ON PRIOR TO INSTALLAT10N OF ANY PAVEMENT UNLESS OTHERWISE
(WHERE APPLICABLE) AND SHAH THOROUGHLY FAMILIARIZE HIMSELF WITH THE
ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE.
30. WERE NEW PIPE CLEARS AN EXISTING OR NEW UTILI TY BY 6" OR LESS,
ADDRESS THE FOLLOWING:
A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS;
6. DEMO EXISTING BUILDING UTILITIES ON SITE.
7. INSTALL SHORING.
JVED BY THE ENGINEER.
%LL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND
CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT
COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES.
B. THE PLACEMENT OF EXCAVATED MATERIAL WERE CONSISTENT WITH SAFETY AND
SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES;
8. EXCAVATE FOR FOUNDATIONS.
9. CONSTRUCT BUILDING.
ER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM.
CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE
31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE
C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT
10. FOLLOW ESC NOTE #2 DURING CONSTRUCTION.
STALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
18. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS WITHIN RIGHT-OF-WAYS
RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT.
13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON
UTILITIES WITHIN THE BUILDING.
32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL
PONDS, OR OTHER ACCEPTABLE MEANS);
11. REPLACE SIDEWALK AND ASPHALT ALLEY.
12. REMOVE ALL TESC FACILITIES ONLY AFTER
SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION
IN ACCORDANCE NTH APPROPRIATE REQUIREMENTS AND STANDARDS.
MOIUM'.DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL
WORK,
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING;
E. DAILY CLEANUP AND STREET MAINTENANCE.
SITE HAS BEEN STABILIZED.
19. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER
IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS
PRESENT Xt SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED
33. SEE LANDSCAPE DRAWINGS (MERE APPLICABLE) FOR SITE IRRIGA11ON
i
7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW
ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
STRUCTURAL FILL PER GEOTECHNICAL REPORT.
14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS
SYSTEM. -
34. STREET CLOSURES WILL NOT BE PERMITTED. CONTRACTOR SHALL PROVIDE
DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF
GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM
GRADING AND EROSION CONTROL REQUIREMENTS.
20. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE
PROPER TRAFFIC CONTROL TO INSURE TRAFFIC FLOW IN AND AROUND THE
INTERSECTION. THE CONTRACTOR SHALL REQUEST ANY ALLEY CLOSURE IN
REQUIREMENTS SET FORTH ABOVE SHALL COMPLY NTH ESC REQUIREMENTS LISTED BELOW.
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR
APPROVAL
FEATURES.
15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS.
WRITING TO THE CITY ENGINEER, ONE WEEK PRIOR TO THEEFFECTIVE DATE.
CLOSURE OF THE ALLEY SHALL BE TEMPORARY IN NATURE AND THE CONTRACTOR
8. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD,
MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRiTICAL AREAS
21. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT
AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND
SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED
SHAU COORDINATE WITH OTHER DEVELOPERS IN THE AREA, WHO MAY BE USING
AND THE BUFFERS, TREES AND DRAINAGE COURSES.
9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM
22. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED
CONTOURS OR SPOT ELEVATIONS SHOWN.
ON THE PLANS.
THE ALLEY FOR A CONSTRUCTION ACCESS. IF APPROVAL IS GIVEN TO
TEMPORARILY CLOSE THE ALLEY, THE CONTRACTOR SHALL POST SIGNS AND
WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER
23. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5%
SLOPE FOR A MINIMUM DISTANCE OF 10 FEET.
16. ALL REQUIRED STORMINATER FACILITIES MUST BE CONSTRUCTED AND IN
NOTIFY THE ADJACENT NEIGHBORS IN ADVANCE OF ANY CLOSURE.
APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS,
24. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN
OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE
AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A
SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING
APPROVED BY THE ENGINEER.
FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING
BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND
ACTIVITIES TAKE PLACE. EARTHEN STRUCT'URES, SUCH AS DAMS, DIKES, AND DIVERSIONS
PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING
SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE.
EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBIF FOR REMOVAL OF
SHORING AND BRACING AS REQUIRED.
25. CONTRACTOR SHA[L NOTIFY THE CITY INSPECTOR AND PUBLIC WORKS 72 HOURS
IN ADVANCE OF ALL WATER SERVICE INTERRUPTIONS HYDRANT SHUTOFFS, OR OTHER
UTILITY RESTRICTIONS. CONTRACTOR SHALL NOT RUWE OR ELIMINATE ANY
HYDRANTS THAT ARE NOT ON THE APPROVED PLANS WITHOUT FIRST OBTAINING WRITTEN
APPROVAL FROM THE CITY ENGINEER.
26. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY
RELOCATIONS ANDYOR SERVICE INTERRUPTIONS NTH THE AFFECTED OWNERS AND
1
APPROPRIATE UTI TY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL
BE MADE ONLY NTH THE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING
SMb norLIS Mb %w kb 'AmRs 1014"tZ "Ina.
27. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO
CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND
INSPECTED AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING.
28. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO
ARE INDICATED, LOCATIONS MAY BF SCALED FROM DRAWINGS. FIELD
TM� ENTS SHALL BE APPROVED BY OWNER S REPRESENTATI&
9. RE NEW PIPE CLEARS AN EXISTING OR NEW U11UTY BY 6 OR LESS,
gENSIONS
)1 3 A CUSHION BETWEEN THE UTILITIES.
1OLYETHYLENE PLASTIC FOAM A'
MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CON TINUATION OF SITE
U WITHIN THE BUILDING.
ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL
32. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION
JESE PLANS HAVE BEEN PREPARED
FOR AGENCY REVIEW AND ARE SUBJECT
TO CHANGE. DO NOT USE FOR CONSTRUCTION
OR BIDDING PURPOSES WITHOUT SIGNED AGENCY APPROVAL STAMP. CALL
BLF YOU DIG 1-800-424-5555.
0
ENGINEERING
250 4TH AYE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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10 0 5 10
UCTION OR BIDDING PURPO!
To MM, ffll�
18.30.050 DEVELOPMENT APPROVAL STANDARDS FOR EROSION AND SEDIMENTATION
9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM
CONTROL (ESC) PLAN.
WATER RUNOFF SHALL PASS 111ROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER
APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS,
A. ESC MINIMUM REQUIREMENTS. ALL ACTIVITIES NECESSITATING A CLEARING OR GRADING
AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A
PERMIT AND ALL UTILITY PROJECTS CONSISTING OF MORE THAN 500 LINEAL FEET OF
FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING
TI ALL BE REQUIRED TO CONTROL EROSION AND SEDIMENT DURING
ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS
ERMANENTLY STABILIZE EXPOSED SOIL RESULTING FROM
SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE.
CONSTRUCTION. PROJECTS INVOLVING A CRITICAL AREA MAY ALSO BE REQUIRED TO COMPU
10. ESC MINIMUM REQUIREMENT - CUT ANDFILL SLOPES. CUT AND FILL SLOPES SHALL BE
WITH ANY COMBINATION OF THE ESC MINIMUM REQUIREMENTS. COMPLIANCE WILL BE
UCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDIT10N,
H THE IMPLEMENTATION OF AN APPROVED ESC PLAN. GUIDELINES
SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC REQUIREMENT NO. 2.
NS ARE PROVIDED IN THE MANUAL THE PLAN MUST ADDRESS THE
11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION. PROPERTIES AND
FOLLOWING REQUIREMENTS:
WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION
DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE. CONSTRUCTION VEHICLE
RUNOFF FROM THE PROJECT SITE.
ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL
12. ESC MINIMUM REQUIREMENT - STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS
BE STABILIZED NTH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF
AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED,
SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE
CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF
ED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE
FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION.
Y SHOVELING OR SWEEPIN
STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS,
CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE
EACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL
ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
CONVEYANCE SYSTEMS.
2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED
13. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTECTION. ALL STORM DRAIN
BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS ,
N TS
I LE MADE OPERABLE DURING CONSTRUCTION SMALL BE PROTECTED SO THAT STORM
INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC
WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING
G. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN
FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
ACCORDANCE WITH THE MANUAL THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO
14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BMPS. ALL
AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN
TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED
TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM
WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR
MAY 1 THROUGH SEPTEMBER 30).
AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES. ADJACENT
SEDIMENT SHALL BE REMOVED OR STABILJZED ON SITE. DISTURBED SOIL
-
PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE
' OF
REMOVAL SHALL BE PERMANENTLY STABILIZED.
VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY
15. EROSION AND SEDIMENT CONTROL REQUIREMENT - DEWATERING
A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS
CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A
4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT CON' rROL
SEDIMENT TRAP OR SEDIMENT POND.
BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE
16. EROSION AND SEDIMENT CONTROL REQUIREMENT - CONTROL OF
CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR
POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL
SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL
POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING
5. ESC MINIMUM REQUIREMENT - OTHER BMPS. AS REQUIRED BY THE CITY, OTHER
CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER
APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED.
THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER.
6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY
17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL
CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY
LI E BONDING, OR OTHER APPROPRIATE FINANCIAL
ADDRESS THE FOLLOWING:
INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE
A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS;
COMPLIANCE NTH THE APPROVED EROSION AND SEDIMENT CONTROL
B. THE PLACEMENT OF EXCAVATED MATERIAL MERE CONSISTENT WITH SAFETY AND
ONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES;
C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT
--
PONDS, OR OTHER ACCEPTABLE MEANS);
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING;
E. DAILY CLEANUP AND STREET MAINTENANCE.
7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW
DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF
GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM
REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW.
8. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD,
.
-
LI AND/OR ANY EASEMENTS, SETBACKS, SENSITiVE/CRITICAL AREAS
AND THE BUFFERS, TREES AND DRAINAGE COURSES.
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IE 6"IRON(N)=80.9
IE 12"CIVIP(N)=78.8
IE 12"CMP(E)=79.63
IE 12"PVC(S)=79.23
IE 12"CIVIP(W)=78.9
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NOTES:
1. DOMESTIC, IRRIGATION AND FIRE LANES HAVE BEEN PRELIMINARY SIZED FOR
AGENCY REVIEW PURPOSES. ACTUAL LINE METER & LINE SIZES AND APERTURES
SHALL BE DETERMINED BY THE MECH. ENGINEER AND MAY DIFFER FROM THOSE
SHOWN ON THE PLANS. CONTRACTOR SHALL VERIFY ACTUAL REQUIREMENTS AND
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2. ALL CATE VALVES SHALL BE RESILIBIT TYPE PER CITY OF EDMONDS STANDARD.
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2. STORM DRAIN PIPE SIZE, LOCATION AND SLOPE TO BE
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DRIVEWAY APRON SHALL BE A MINIMU14
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COMPACTED GRADE.
1/2,
- ICURB AND GUTTER SHALL BE POURED
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CITY INSPECTION REQUIRED [IN FORM WORK
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ACCESSIBLE RAMP SHALL BE POURED SEPARATELY
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\ 7 JOINT MATERDIL (TYPICAL)
SAW CUT AS REQUIRED
' TACTILE WARNING STRIP (TYPICAL)
CUT AS REQUIRED
NOTEs
1. AT LOCATIONS WHERE NEW RAMPS ABUTT EXISTING CURB,
GUTTERS, PLANTER STRIPS, AND SIDEWALKS, CONSTRUCT
.
ES.
2. ALL CONCRETE SURFACES SHALL HAVE A BROOM FINISH,
3. CONCRETE SHALL BE SPRAYED WITH A CLEAR CURING COMPOUND
72 HOURS.
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PLANT 5CHEOULE
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HOUTTUYNIA GORDATAVARIE6ATA'/ NO COMMON NAME NALK51DE OF
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LIRIOPE MU5GARI / 516 BLUE LILY TURF 4" POT 24" ON CENTER AS REQUIRED
4" POT 16' ON CENTER, AS REQUIRED
LY51MAGHIA NUMMULARIA MONEYNORT
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LAND50APE NOTE5:
1. A COMPL M- AND OPERABLE BELON GRADE AUTOMATIC, IRR16ATION
�)YSTEM NILL BE PROVIDED FOR ALL PLANTINS AREAS AS IDENTIFIED
ON THE LAN05CAPE DRANIN65.
2. ALL PLANTIN6 AREA5 hILL RECEIVE A 2-INGH LAYER OF MEDIUM -FINE
NOOD MULCH, EXCEPT AS NOTED ON THE LANDSCAFE DRANINC-7.
3. 501L AMENDMENTS NILL BE BASED ON A 501L ANALY515 BY AN
APPROVED TE5TIN6 LABORATORY.
4. PLANT MATERIAL COUNTS ARE FOR CITY USE ONLY. CONTRACTOR IS
RESPONSIBLE FOR THEIR ONN COUNT5 PER PLANTING PLAN SYMBOLS.
55. SEE ARGHITEGTURAL 51TE PLAN FOR &RADINO AN05POT ELEVATIONS.
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Seattle, WA 98103-3826
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LAN05C,APr-- PLAN,
PLANT eCHF-r;)ULE-,
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NOTES
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SHEET No:
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UN12ER ROOT BALL
EX15TIN6 BASE MATERIAL AND 501L TO
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LC05E F'VC, r-.,O\,/ER FOR
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-EE ARCHITECTURAL
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STATE OF
WASHNGTON
REGISTERED
""TREPE"I FILE
01
Landscape Architecture
8GO North 85th Street, Sulte 102
Seaft WA 98103-3826
Telephone 206 782 3660
Facsimlle 206 782 3675
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REVISIONS
MARK DESCRIPTION DATE I
- F'REMIT 5ET -T/15/01 At
A PERHIT ReVIEY4 10/2/01 At
SHEET TITLE
LANI:)5CAPE PLANTIN(
DETA I L5
80
��IE: JDRrJ5
_ 10 —0 11 N 13
DATE: CHECKED BY:
6122101 M5
PROJECJ.� FILE 4(AM
.200 (5& 2 0?�01
N"15
CERTIFICATE NO. 458
elz
CODE REQUIREMEN IS - No- _Nr I
-ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING
CODE, 1997 EDITION.
REFERENCE DOCUMEN
- SITE SURVEY, BY NORTHWEST GEOMATICS.
- GEOTECHNICAL REPORT 01-004 BY PanGEO, INC. DATED JUNE 2001.
- OSHA AND WISHA STANDARDS.
- A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS.
- CONTRACTOR SHALL OBTAIN A COPY OF ANY APPLICABLE REFERENCE DOCUMENTS AND SHALL
THOROUGHLY -FAMILIARIZE HIMSELF WITH,THE CONTENTS THEREOF. ALL_SITE WORK SHALL BE PERFORMED_.IN
STRICT COMPLIANCE WITH THE RECOMMENDA11ONS OF THESE DOCUMENTS.
STEEL REFERENCE SPECIFICATION
- DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICA11ONS:
STRUCTURAL STEEL - AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS, 9TH EDITION.
WELDING - AWS D1.1, -1998 EDITION
WELDER CER11FICATION - WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO).
DESIGN -LOADS/-GEOTECHNICAL DMGN_ CRITERI
- ACTIVE PRESSURE AT CANT11 EVERS WITH LEVEL BACKFILL = 28 PCF
- AC11VE PRESSURE AT CANIII EVERS WITH SLOPING BACKFILL = 40 PCF
- PASSIVE PRESSURE = 350 PCF
- SURCHARGE PRESSURE = 175 PSF
- HYDROSTATIC PRESSURE = 0
- AC11VE PRESSURES APPLY OVER PILE SPACING ABOVE WAH BASE AND OVER ONE PILE DIAMETER BELOW WALL
- PASSIVE PRESSURES APPLY OVER THE LESSOR OF TWO PILE DIAMETERS OR PILE SPACING. ACTIVE
EARTH PRESSURE FOR LAGGING REDUCED BY 50%
- REFER TO SOIL REPORT FOR ADDITIONAL INFORMATION.
SUBMITTALS
- SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO ANY FABRICATION OR
CONSTRUC11ON FOR ALL STRUCTURAL ITEMS INCLUDING STRUCTURAL STEEL, AND MISCELLANEOUS METAL.
- MIX DESIGNS SHAH BE SUBMITTED TO THE ENGINEER FOR ALL CONCRETE AND GROUT.
- SHORING MONITORING RESULTS SHALL BE SUBMITTED TO THE GEOTECHNICAL ENGINEER AT LEAST TWICE
WEEKLY.
- CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT"
DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBI F DRAWINGS FOR
SUBMITTAL TO THE OWNER PRIOR TO PROJECT COMPLETION AND ACCEPTANCE. DEVIATIONS FROM THESE
PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUT'AORITY.
UTILITY L-OCATIONAXISTING CONDITION
- THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS
BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE
ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND
PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON MICH MAY BE AFFECTED BY THE IMPLEMENTATION
OF THIS PLAN. CG ENGINEERING ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE
EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS.
- CONTRACTOR SHAH LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE
UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
- CONTRACTOR SHAH VERIFY ALL COND111ONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK
AND SHALL N011FY THE ENGINEER OF ANY DISCREPANCIES.
- IF THE ACTUAL FIELD VERIFIED LOCATION OF U11LITIES COULD RESULT IN A CONFLICT NTH THE SHORING,
THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
- PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT OVERHEAD OBSTRUCTIONS, INCLUDING
ELECTRICAL LINES, DO NOT INTERFERE WITH USE OF THE CONTRACTOR'S DRILLING EQUIPMENT.
- COORDINATE AND ARRANGE FOR ALL U11UTY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE
AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. INTERRUPTIONS TO EXISTING U'nLi'nES SHALL BE
MADE ONLY WITH THE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES AND WITH A
MINIMUM 48 HOURS ADVANCE NOTICE.
- EXISTING U11UTY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED
AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING.
EROSION AND SEDIMENTATION CONTRO
- ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE
PREVENTION OF ON -SITE EROSION AFTER THE COMPLE11ON OF CONSTRUCTION.
- THE CONTRACTOR SHALL KEEP OFF -SITE STREETS Cl FAN AT ALL TIMES BY SWEEPING. WASHING OF STREETS
WILL NOT BE AH OWED WITHOUT PRIOR APPROVAL.
TEMPORARY SHORING
- CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN TEMPORARY SHORING AND
BRACING IN ADDITION TO SHORING SHOWN ON THESE PLANS AS NECESSARY TO PROTECT WORKERS, EXISTING
BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND
EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE
FOR REMOVAL OF ANY TEMPORARY SHORING AND BRACING, AS REQUIRED.
V-
MATERIALS A
CON RETEAGROU
- ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE UNIFORM BUILDING
CODE. CONCRETE STRENGTHS SHALL BE VERIFIED BY 28-DAY STANDARD CYLINDER TESTS, UNLESS APPROVED
OTHERWISE. GROUT STRENGTHS SHALL BE VERIFIED BY 2-INCH CUBE TESTS PER ASTM C109. REQUIRED
ULTIMATE COMPRESSIVE STRENGTH OF STRUCTURAL GROUT SHALL BE REACHED BEFORE TIEBACKS ARE
STRESSED.
- CONCRETE MIX DESIGNS SHALL CONFORM TO THE UNIFORM BUILDING CODE. COMPRESSIVE STRENGTH AT
28 DAYS SHALL BE AS FOLLOWS: J'/
LEAN CONCRETE FOR SOLDIER PILE CONCRETE fc = 500 PSI
STEE
- STEEL SHAPES AND PLATES - Fy = 36.0 KSI
- STRUCTURAL STEEL - ASTM A 36
- CONNECTION MATERIAL, EMBEDDED ITEMS, CHANNELS, ANGLES, BASE PLATES, AND MISC. STEEL - ASTM A 36
- ANCHOR BOLTS - ASTM A307
- HIGH STRENGTH BOLTS CONFORMING TO ASTM A325 SHALL BE USED FOR ALL STEEL TO STEEL
CONNECTIONS UNO.
TIMBER LAGGINGISAWN LUMBE
- AH LAGGING SHALL BE PRESSURE
TREATED
WITH
WATERBORNE PRESERVATIVES IN ACCORDANCE WITH
AMERICAN WOOD PRESERVERS ASSOCIATION
STANDARDS
C 20-83 C 27-83.
- SAWN LUMBER SHALL CONFORM TO
GRADING
AND
DRESSING RULES, WEST COAST LUMBER INSPECTION
BUREAU (WCLIB), LATEST EDITION.
LUMBER
SHALL BE THE GRADE LISTED BELOW-
412 11MBER LAGGING
HEM -FIR
NO.
1 Fb = 975 PSI
6x6 TIMBER LAGGING
HEM -FIR
NO.
1 Fb = 975 PSI
DRAINAGE
- GEOCOMPOSITE DRAINAGE MATTING TO BE MIRADRAIN 6000.
- All WELDING SHALL CONFORM TO THE PROVISIONS OF THE AMERICAN WELDING SOCIETY CODE AWS D1.1-98,
WELDING IN BUILDING CONSTRUCTION, ELECTRODES SHALL BE MATCH BASE META-S AS SPECIFIED IN AISC
TABLE 3.1. ALL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED IN ACCC,RDANCE WITH WABO.
PROVIDE MINIMUM FILLET WELD PER TABLE 5.8. WELDING OF REINFORCEMENT STIEL SHALL CONFORM TO
AWS D1.4-98
PROCEDURE /CONSTRUCTION SEQUENCING
LAGGIN
- 11MBER LAGGING SHALL BE INSTALLED AT SHORING WALLS. VOIDS BETWEEN LAMING AND SOIL SHALL
BE BACKFILLED IMMEDIATELY AFTER LAGGING INSTALLATION. DRAINAGE BEHIND THE WALL MUST BE
MAINTAINED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LIMIT THE AMOUNT OF EXPOSED SOIL WITHOUT
LAGGING TO AVOID LOSS OF SOIL. NO MORE THAN 4 FEET OF EXCAVATION SHALL BE EXPOSED BEFORE
INSTALLING LAGGING.
- EXCAVATIONS SHALL NOT REMAIN UNLAGGED OVERNIGHT.
SHORING REMOVAL AND PLACEMENT
- SOLDIER PILES, TIEBACKS, AND LAGGING INDICATED ON THESE DRAWINGS SHALL BE CUT OFF 4! BELOW FINISH
GRADE AND LEFT IN PLACE.
CONCRETE PLACEMEN
- CONCRETE SHALL NOT BE ALLOWED TO FREE -FALL TO THE BOTTOM OF THE DRI[LED HOLE, B T SHALL
EITHER BE TREMIED OR PUMPED INTO THE HOLE. P,
0 /' I � t�o�
volij
MONIMRING vc �� m J�
1. MONITORING OF THE SHORING SYSTEM, CONDUCTED BY THE CONTRACTOR, SHALL INCLUDE
MEASUREMENTS OF VERTICAL AND HORIZONTAL MOVEMENTS AT THE TOP OF EAC,H SOLDIER PILE OR AT
INTERMITTENT INTERVALS AS CONSIDERED APPROPRIATE BY THE GEOTECHNICAL ENGINEER. REFERENCE POINTS
FOR HORIZONTAL MOVEMENT SHOULD ALSO BE SELECTIVELY PLACED AT VARIOJS TIEBACK LEVELS AS THE
EXCAVATION PROGRESSES.
2. MONITORING OF ADJACENT STRUCTURES WITHIN A HORIZONTAL DISTANCE OF TW0 11MES THE EXCAVATION HEIGHT
SHALL INCLUDE MEASUREMENTS OF VERTICAL AND HORIZONTAL MOVEMENTS ATINTERMITTANT INTERVALS ALONG
THE LENGTH OF THE STRUCTURE AS CONSIDERED APPROPRIATE BY THE GEOTEONICAL ENGINEER.
3. THE MEASURING SYSTEM USED FOR SHORING MONITORING SHALL HAVE AN ACCURACY OF AT LEAST 0.01
FOOT. ALL REFERENCE POINTS ON THE EXISTING GROUND SURFACE SHALL BEINSTALLED AND READ PRIOR TO
COMMENCING THE EXCAVATION. SUBSEQUENT POINTS AT DEPTH ALONG THE WRING WAH SHALL BE
INSTALLED AND READ AS SOON AS POSSIBLE DURING THE EXCAVATION. ALL FEFERENCE POINTS SHALL BE READ
PRIOR TO AND DURING CRITICAL STAGES OF CONSTRUCTION. THE FREQUENCY OF READINGS WILL DEPEND ON
THE RESULTS OF THE PREVIOUS READINGS AND THE RATE OF CONSTRUCTION. AS A MINIMUM, READINGS SHALL
BE TAKEN ABOUT TWICE A WEEK THROUGHOUT CONSTRUCTION UNTIL THE SHORNG WALLS ARE COMPLETED.
MORE FREQUENT READINGS MAY BE REQUIRED AT CRITICAL TIMES DURING CONSTRUCTION OR IF SIGNIFICANT
MOVEMENT IS INDICATED. ALL READINGS SHALL BE SUBMITTED FOR REVIEW.
ABOVE
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FOOTING
GNGINF.F.RING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
GLB
GLUE —LAMINATED BEAM
PHONE (425) 778-8500
FAX (425) 778-5536
HORIZ.
HORIZONTAL
K
KIP (1,000 POUNDIO
KSF
KIPS PER SQUARE OT
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DATE:
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NOTE:
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JOB NO: 01024.12
DATE: 7/16/01
FILL VOIDS BEHIND WALL
W/ FREE DRAINING GRAVEL
CUT PILE 4!-0" BELOW
FINISH GRADE AFTER
LEVEL 1 P.T. SLAB
IS STRESSED
500 PSI LEAN CONCRETE
ABOVE EXCAVATION LINE
SOLDIER PILE SIZE AND SPACING
PER PLAN & SCHED.
CAISSON PER SCHED.
W/ 500 PSI CONCRETE
BELOW EXCAVATION LINE
SECTION
SCALE: 3P4 = l—
P.T. SLAB, REFER TO SHT. S3.2
A
A 4�4
CONC. WALL. REFER TO FOUNDATION PLAN
ON SHT. S2.1 FOR WALL REINFORCE.
— —
COVER LAGGING AND DRAINAGE MATTING W/
r—
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10 MIL. VAPOR BARRIER BEFORE APPLICATION
OF CONCRETE
44 -q
MIRADRAIN 6000 DRAINAGE MATTING FULL
HEIGHT & WIDTH CENTERED BETWEEN PILES,
INSTALLED W/ FABRIC TO LAGGING
,.,-4xl2 HF#1 TREATED TIMBER LAGGING
W/ 1/4 GAP BTWN. EACH PIECE OF
LAGGING. CHIP CONC. AS REQ'D TO
INSTALL
x 6" WELDED HEADED
///,--(2)-3/4"0
STUDS @ 12" O.C.
—(4)-2"0 WEEP HOLES @ DRAINAGE
MATTING BETWEEN PILES
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PER FOUNDA11ON PLAN
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SCHED.
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SCHED.
t
4x LAGGING
TOLERANCE = +1" , —on
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III F IS EXPECTED TO DEFLECT
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3E ACCOUNTED FOR IN
NLLOWABLE TOLERANCES
3 )HOWN.
DRILL 1"0 WEEP HOLE 0 48" O.C.
18"0 CONC. IN —FILL PILE
IF DETERMINED NECESSARY
DURING SOLDIER PILE INSTALLATION.
EMBED. 2'-0" MIN. INTO STIFF
SOIL BELOW WET SAND PER
GEOTECH. REPORT. 3x MAY
BE USED AT THESE LOCA11ONS
FOR FORMWORK.
AUGER PER
SCHED.
PILE PER
SCHED.
4x LAGGING
IN -FILL PILE PLAN
A I A
1)91CAL F
%J J_ SCALE: 1" = 1
P11 IF TO BE CUT
PER STRUCT.
L4 x 4 x 1/4"
DETAIL
SCALE: 1 ';7_1
ME
ANT CORNIER DETAIL
U
LEAN MIX
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TOLERANCE = +1" , —on
A
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DATE:
7/16/01
A 5
B RIM=73.47
E 12"CONC(N) ' ':5
E 12"CONC(S):68
E 12"CMP(NE:)=76.82
NF 1/4, SECTION 26 TOWNSHIP 27 NORTH RANGE J FAST W.M.
All;�� -;>F
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IE 12"CMP(N)=78.67
E 12"CMP(S)=+78.67
EROSION CONTROL N01B
18.30.050 DEVELOPMENT APPROVAL STANDARDS FOR EROSION AND SEDIMENTATION
9. ESC MINIMUM REQUIREMENT - SUIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM
CONTROL (ESC) PLAN.
WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER
APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS,
A. ESC MINIMUM REQUIREMENTS. ALL ACTIVITIES NECESSITATING A CLEARING OR GRADING
AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A
PERMIT AND ALL UTILITY PROJECTS CONSISTING OF MORE THAN 500 LINEAL FEET OF
FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING
TRENCH EXCAVATION SHALL BE REQUIRED TO CONTROL EROSION AND SEDIMENT DURING
ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS
CONSTRUCTION AND TO PERMANENTLY STABILIZE EXPOSED SOIL RESULTING FROM
SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE.
CONSTRUCTION. PROJECTS INVOLVING A CRITICAL AREA MAY ALSO BE REQUIRED TO COMPLY
10. ESC MINIMUM REQUIREMENT - CUT AND FILL SLOPES. CUT ANDnLL SLOPES SHALL BE
WITH ANY COMBINATION OF THE ESC MINIMUM REQUIREMENTS. COMPLIANCE WILL BE
DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION,
DEMONSTRATED THROUGH THE IMPLEMENTATION OF AN APPROVED ESC PLAN. GUIDELINES
SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC REQUIREMENT NO, 2.
FOR PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL THE PLAN MUST ADDRESS THE
11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION. PROPERTIES AND
FOLLOWING REQUIREMENTS:
WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION
DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE. CONSTRUCTION VEHICLE
RUNOFF FROM THE PROJECT SITE.
ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL
12. ESC MINIMUM REQUIREMENT - STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS
BE STABILIZED NTH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF
AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED,
SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE
CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF
ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE
FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION.
REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A
STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS,
CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE
SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL
ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
CONVEYANCE SYSTEMS.
2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED
13. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTECTION. ALL STORM DRAIN
BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BIMPS,
INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM
INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC
WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BONG
COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN
FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.
ACCORDANCE WITH THE MANUAL THE EXPOSED SOILS SHALL BE -STABILIZED ACCORDING TO
14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BMPS. ALL
AN APPROVED TIMETABLE . (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN
TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED
TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM
WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR
MAY 1 THROUGH SEPTEMBER 30).
AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED
3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES. ADJACENT
SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL
PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF
AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILJZED.
VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY
15. EROSION AND SEDIMENT CONTROL REQUIREMENT - DIEWATERING
A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS
CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A
4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL
SEDIMENT TRAP OR SEDIMENT POND.
16. EROSION AND SEDIMENT'CONTROL REQUIREMENT - CONTROL OF
BMPs SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE
POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL
CONTINUED PERFORMANCE OF THOR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR
POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING
SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL
5. ESC MINIMUM REQUIREMENT - OTHER BMPS. AS REQUIRED BY THE CITY, OTHER
CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER
APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED.
THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER.
6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY
17. EROSION AND SEDIMENT'CONTROL REQUIREMENT - FINANCIAL
CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY
LIABILITY. PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL
ADDRESS THE FOLLOWING:
INSTRUMENTS, SHALL BE REWIRED FOR ALL PROJECTS TO ENSURE
A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS;
COMPLIANCE NTH THE APPROVED EROSION AND SEDIMENT CONTROL
B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND
SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES;
C. TRENCH DIEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT
PONDS, OR OTHER ACCEPTABLE MEANS);
D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING;
E. DAILY CLEANUP AND STREET MAINTENANCE.
7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW
DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF
GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM
REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW.
8. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD,
MARK CLEARING LJMITS AND/OR ANY EASEMENTS, SETBACKS, SENSiTIVE/CRITICAL AREAS
AND THE BUFFERS, TREES AND DRAINAGE COURSES.
v
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STOR11 DRAIN INLET
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< __4 ---- 4-
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THESE PLANS HAVE BEEN PREPARED,
- TO FIRE HYDdANT
'_W
EX. 8" WATER MAIN
RIM 76.10 -
kciFe 6"OONC(S)=74.45
IH dIM-7 3.85
:)=73.9
�IPES(N,S-_-) FLOWLINE=72.00
NO'J JO ZU VV
WAL NUT STREET
SDMH RI M 7 6�8 6
1 �
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N (N =73�O
IE 8"CPP(NE)=74.1 C13 RIM=77.38
IE 12"PVC(NE)=73.9 IE 12"PVC(SW)=75.33
IE 8"CONC(SE)=73.9
IE 12"CMP(E)=75.4
IE 6"CONC(S)=73.2
CB RIM=76.84
IE 6"CONC(N)=74.2
IE 6"CONC(S)=74.6 TEMPORARY EROSION CONTROL PLAN
SCALE: 1 . = 10 "
AGENCY REVIEW AND ARE SUBJECT TO CHANGE. DO NOT USE FO,
NSTRUCTIO
Me
CB RIM=82.49
IE 6"CONC(W)=79.9
IE 12"PVC(SE)=80.0
IE 12"PVC(E)=80.1
IE 12"PVC(N)=80.24
10 0 5 10
BIDDING PURPO(
INL RIM=81.69
IE 6"IRON(S)=80.9
IE 6"IRON(N)=80.9
IE 12"CMP(N)=78.8
IE 12"CMP(E)=79.63
IE 12"PVC(S)=79.23
IE 12"CMP(W)=78.9
APPROVEDAS NOTED
BY ENGINEERING
Date:
f 451A, (5- r� 7 Z-:--
NOM
FIELD VERIFY AND ABANDON ALL WATER, SANITARY, AND
ELECTRICAL SERVICES TO THE EXISTING BUILDINGS,
APPROVED FOR CONSTRUCTION
ASSISTANT CITY ENGINEER
VAL STAMP. CALL BEFORE YOU DIG 1-800-.
DATE
A^
"mm V_
IENGINEIERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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JOB NO:
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DATE:
7/18/011
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TEMPORARY CONSTRUCTION ENTRANCE
NTS
NE 1/4, SECTION 26, TOWNSHIP 27 NORTH, RANGE 3 EAST) W.M.
FILTER FABRIC MATERIAL 2"x4"xl4 GAUGE WELDED
MIRAFI 10OX OR EQUIVALENT WIRE FABRIC OR EQUAL FILTER FABRIC MATEI'v
r WIRE MESH SUPPORT FEI
-00 ------ i MHUMN FOR SUT FILM FAV7
BACKFILL
-------------- COMPAG
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DISTURBED SIDE SLO
PROVIDE 3/4"-1
WASHED GRAVELBACKIF
IN TRENCH AND ON B(
SIDES oFnLTER FE�
FABRIC ON THE SURFA
6' MAX.
— BURY BOTTOM OF FILTER
MATERIAL IN 8mxl2" TRENCH
;)ILI r-vjii u A ILR
REMOVE & REPLACE
CATCH BASIN GRATE
TO INSTAL! INSERT
FOSS ENVIRONMENTAL
EXISTING CATCH BASIN
STREAMGUARD CATCH
BASIN SEDIMENT INSERT
MODEL #3003 OR EQUAL FILTERED WATER
REPLACE AS NECESSARY
DURING CONSTRUCTION
NOTE:
DO NOT ALLOW COLLECTED SEDIMENT TO FALL INTO
CATCH BASIN SUMP WHEN REPLACING FILTER.
A T C �Hl A �Sl N�S E I �IM E �NT _PR OT E C�"l 0 �N
Ts
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(3
APPROVED AS NOTED)
. - aBYGINEEFRIIING /*2
Date:
d 'va / od,
/ Ap�
APPROVED FOR CONSTRUCTION
ASSISTANT CITY ENGINEER DATE
AIIIIISIME1111h
mmmmlL- - m
F.NGINeIERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
I EXPIRES: 11/07/021 10ttlidt I
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DATE:
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RE SUBJECT TO CHA
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AGENCY
AL STAMP. CALL BEFORE YOU DIG 1-800-424-55
/ / I \ \
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--
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NF 1 4 SFCTION 26, TOWNSHIP ) i i
. i i I / i I ;
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RIM=7180 I MATCH EX - Ek CATCH BASIN !
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IE(WT)=71.05 I IE(WT)=7120 !
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CONTACT NUMBERS FOR 5TH & WALNUT BLDG.
ROBERT APPLEBY (ARCHITECT)
206.713.5177
FRANK LENSSEN (SITE CONTACT)
206.790.7288
CONTACT NUMBERS FOR 522 CONDO'S
REG BRUCE (SUPERINTENDENT
425.776.0646
NOTE: CONTRACTORS, CONTACT ROBERT APPLEBY AT 206.713.5177
TO COORDINATE PLACEMENT OF 2-41 PVC UNDER THE SIDE-
WALK, CUSTOMER WILL BE REPLACING SIDEWALK IN THE
FUTURE ONCE THEY PLACE THEIR GAS AND WATER PIPES.
EDMONDS SUB STATION-,,
500/GPR RING
(NOT ONLINE)
TO FIELD
NOTE: DBJ:901-925 MULTIPLES WITH TERMINALS
8699, 522p & B819 WHICH CANNOT BE
CUTOVER TO ANY OTHER COUNT UNLESS
VZ PLACES CBL AND OPEN CUT THE ROADS
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25 AKF50-24
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NOTE:SEE SHT 2 OF 2 FOR TRENCHING REOUIREMENTS
MH OETAILPAND TRAFFIC CONTROL PLANS.
too
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15-918,2XD-9,-92) 4R3:1726-1750
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1-4"PVC 350"CUSTOMER PROVIDED
1-4"PVC 150'CUST PROVIDED
437 5THIAVE S. 1cl
MIX LOG
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B1,1-1_024
I L002fl
Dl,I-L024
H1,1-L024 TO C.O.
fflm�
P4
777
P5
(D 6 71
PREPOSTED
-@-IWORK ORDEk
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-
NOTE: 10 UNITS OF CONDO'S 11,376 SO/FT
& 9,122 SO/FT OF OFFICE SPACE.
P _i.,91n1-197)n-
5R3:2101-2,100
R3:2401-2 00
--SS3-2
RJ:1801-2100
--SS3-2,1
5RJ:1-400 -IR,3:801-9C
50XD-,1051 -1100,30OX
SLM9-26
2H 40 PVC EB-2 'A
7T #6949� (PP)
Pool
Y
0 WALNUT ST.
WORK LOCATION
MAP 454 F6
I 041walm
H I RIN I
PRIORITY ECAS
CONSTRUCTION 10/28/02
START DATE
IN SERVICE DATE 12/02/02
ALL WORK
COMPLETE DATE 01/30/03
DRIVERS FOR WORK ORDER
PLANT EXTENSION / DOR
PUBLIC REQUIREMENT
PERMITS
CONSTRUCTION
0 BLANKET
0 STATE
[Z DIAL. A DIG
El COUNTY
El FLAGGING
M CITY
0 BRUSHING
0 NONE
SPECIAL CIRCUITS
CAUTION
POWER 0 UG 0 AE
CUTS REQUIRED
M YES El N 0
OTHER 0 UG El AE
TELCO 121 UG 0 AE
JOINT POLE
0 PUD
JOINT TRENCH
0 PSP&L
0 PUD
0 CATV
El PSP&L
0 GTE
0 CATV
[Z]'N ON E
0 GTE
FEES Eb/S---
POINT OF -CONTACT
0 GOP 0 LEC
SEE SHT I OF I UP RIGHT.
0 �PEC.CONE
M NONE
ENGINEER: GASTON PHAN
PHONE NO: 425.710.4115
TECH: BOB VIEN
PHONE NO: 425.35G.4094
FIELDED BY:WAYNE WENDELL.
MATERIAL
MATERIAL
ENGR
CONST
CODE
DESCRIPTION
EST
ACT
180006
SCH40 4"
440
280450
AKF50-24
170'
280480
AKF1 -24
240'
280425
AKF25-24
400'
354051
25PR TERM
1
354053
50PR TERM
1
1 CERTIFY THAT THE WORK I COMPLETED
ON THIS WORK ORDER AND AS -BUILT IS IN
COMPLIANCE WITH VERIZON OUALITY
STANDARS AS IDENTIFIED ON THE IPOIP
CHECKLIST.
(SIGNATURE AND DATE)
EXCHANGE
COUNTY
HALLS LAKE
SNOHOMISH
TITLE: 5TH & WALNUT BLDG
& 522 CONDO'S LOCATED
437 5TH AVE S & 522 ALDER ST
2-4" PVC PLACEMENT & ENT
0-
m
x
CABLE PLACEMENT
APPROVED BY DATE
'z j>
x X
co
m
T-27N R.3ESEC.23DD & 24CCINO.-
SHEET1
OF 2
. I
z
W
<R> 0. 4V"
J_ 91 124-12L-X9'
WALNUT
10
26' MIN.
Gi- - - - - - - - - -
El 0
91EIElm (atil 8
14' 10
MIN.
A.
+ I...
L0
CHANNELIZING DEVICE SPACING (FT
MPH
TAPER
TANGENT
1
50/65
40
all
35/45
30
.5
25,30
20
40
8 12' 1/8
12,7
i>
z
<1
0-
TABLE A
DISTANCE BETWEEN WARNING SIGNS
TABLE L ROAD TYPE A a C D
MIMIMUM TAPER LENGTH AL)IM F URBAN LOW SPEED- 200' 200' 200' - N/A
_LANE -P,,tld SPi I�h) URBAN HIGH SPEED- 3150' 350' 350' 350' 1
WIDTH 25 30 ��40 45 50 55 65 RURAL RDA 0
10 tos I t5oT , , * EXPRESSWAYS 55 AND UP 1000' 1600'
1-1 N/A
-SPEED CATEGORY IS DETERMINED
J2 5 DEPARTMENT OF TRANSPORTATIO14 IN COOPERATION
WL I" LOCAL JURISDICTIONS
TRAFFIC CONTROL PLAN 4-25-02 MH1
date MH91
ammm number
NOTES:
1. LONGITUDINAL TRENCH
- 2'ASPHALT CLASS 'B'OVERLAY
SEE SEC. 10-03.b.l.d. (WSDOT)
TRANSVERSE TRENCH - V
ASPHALT CLASS 'B'OVERLAY
WHERE MULTIPLE CROSSINGS
BY SAME UTILITY.SEE SEC. 10-03.b.2.d.(WSDOT)
2. EXISTING PAVEMENT
3. LONGITUDINAL TRENCH
- 6'ACP OR 2'ACP +4'ATB SEE
SEC 10-03.1b.l.c. (WSDOT)
TRANSSVERSE TRENCH
- 8'ACP OR 2 . ACP + G1 ATB SEE SEC. 10-03.b.2.c.(WSOOT)
4. CRUSHED ROCK SHALL BE PLACED TO INCLUDE 2'
OF%'MINUS TOP COURSE ABOVE 4-OF 11/4-BASE
COURSE OR MATCH TO EXISTING DEPTH IF GREATER.
5.NEAT LINE CUT,CLEAN,HEAT & TACK EDGES
WITH CRSI OR CRS2 SEALANT
&TEMPORARY RESTORATION OF TRENCHES
FOR OVERNIGHT USE SHALL BE ACCOMPLISHED
BY USING COLD MIX,ATB.OR STEEL PLATES.
PLATES MUST BE LOCKED IN PLACE W/COLD MIX.
7. PATCH SHALL BE MACHINE ROLLED FLUSH
WITH EXISTING PAVEMENT AND SHALL BE PLACED
PER SECTION 5-04 OF THE WSOOT/APWA SPECIFICATIONS.
B. SUBMIT PROCTOR AND DENSITY TESTS FROM
CERTIFIED TESTING COMPANY DOCUMENTING THAT
BACKFILL MEETS A MINIMUM 95% DENSITY OF ASTM D 1557.
TEST AS REOUIRED BY CITY ENGINEER.
9. ARTERIAL AND COLLECTOR ROADWAYS REOUIRE 3'MIN.
ASPHALT DEPTH. MATCH EXISTING ACP DEPTH GREATER
THAN 3', BUT NOT TO EXCEED 6'.
10. SIGNAGE (IF RED'D) SHALL BE BLACK LETTERING ON ORANGE
BACKGROUND . SIGN SHALL BE 24'x 30'MIN.
THE FOLLOWING INFORMATION MUST BE PROVIDED
ON THE SIGN;
A)PLEASE EXCUSE THE INCONVENIENCE
B)CONTRACTOR NAME
C) TYPE OF IMPROVEMENT
D)CONSTRUCTION ADDRESS (LIMITS OF CONST.)
E)CONSTRUCT I ON DATES
F)TELEPHONE NUMBER AND CONTACT
Pq
G
/sMOU8UNN�
<c
xx CL
x
TABLE A
DISTANCE BETWEEN WARNING SIGNS
ROAD TYPE A 9 C
0
URBAN LOW SPEED- ZOO- 200* 200- N/A
URBAN HIGH SPEED- 350- 350- 350' 350
CIL
RURAL ROADS 45/55 MPH 500' See, �:_ql 1-124-1219" 138'
EXPRESSWAYS 55 AND UP 1000' 1600'
-SPEED CATEGORY IS OETERHINED
DEPARTMENT OF TRANSPORTATION IN COOPERATION
WITH LOCAL JURISDICTIONS
WALNUT
26'
7 11L -------- -----------
14'
CHANNELIZING DEVICE SPACING (FTI
MPH TAPER TANGENT
5 65 40 80
0/45 1 30 1 60
3255530 1 20 1 40 x
TABLE L
HIMNIMUM TAPER LENGTH ILI IN FEET
25 311 '4'0 45 50 55 65 Z- 12' 12'
/-7 Z8
s >
11 1115 1165 1 L3 <*
12 1 IZ5 1180
CC <
q:
a
0- (L N
TRAFFIC CONTROL PLAN 4-25-02 MHI
date MH91
coomm number
ALLEY WAY
TYPICAL ACP PATCH FOR ALL
ROAD OPENINGS IN THE
CITY OF EDMONDS
SHADED
EXISTING ASPHALT 8. ASPHALT PATC
loolo 12' ARElf GHIT CURB ETA.'
Mlw-i .T S TRANSVERSE
TYPICAL ACP PATCH FOR ALL
ROAD OPENINGS IN THE
CITY OF EDMONDS
SHADED
EXISTING ASPHALT 8. ASPHALT PATC
loolo 12' ARElf GHIT CURB ETA.'
Mlw-i .T S TRANSVERSE
IF LONGITUDINAL CUT .
PARALLEL TO CURB, THEN THE DISTANCE FROM PATCH
5
WILL BE DEFINED BY THE LOCAL MUNICIPALITY.
2al
IN GRAVEL BASE/
ACP SHALL BE COMPACTED TO
MAX 12' LIFTS MATCH EXISTING BASE COURSE
A MINIMUM DEPTH OF 2 IN
95% COMPACTION
(SEE NOTE 4) 36'
PER AASHTO T-99
PER ASTM D 1557
FINAL JOINT SHALL BE SAW CUT
OR NEAT CUT.
ALL EDGES SHALL BE TACKED 1
NEATLY WITH AR-4000W.
PLACE OURATEC RIBBON
11
MIN. 12' ABOVE
WIDTH & DEPTH OF TRENCH
MAY VARY.BUT OVERLAP OF
PATCH WILL BE AS SHOWN. 12-
TYPICAL I TO 8 4' DUCTS
L
TRENCH
PLEASE EXCUSE
ITIE INCONVENIENCE
GENERAL TELEPHONE COMPANY
IMPROVEMENTS
JANUARY I THUR MARCH 1, 1998
ALONG 2tnH = SW
PROW 6TM AV W TO 14ITIR AV.
CONTACT;NAME
PHONE;NUMBER
ALL OTHER LETTERS
TO BE 2 IN MIN HEIGHT
a
CD
L)
VERIFY COUNT CUT 4R3 171
TO FIELD IF IT IS IN Th
Lli
x
.0-
000Fo-1
,--1 00
3RJ.1801-2000-
lOODD-2
3RJ. 2251-2300' 2071q2o�50-
0
f -2
o/
23012400
AE9-2
JR360DD-19512000-
100DD
AE2-2��
5R39-400-40.4501-1700,
JR3.2401-2700 /
(2,OR�,'� 5R.3 , 00
,*F12-2G
mi
W.O.# I DATE
AUDIT DATE:
4RJ.ff0l-1800
AKFI-24
4R3.1201-1800,60ODD
AKF12-26
r-
00
CD
I-
1- TO PED 52Z
3R3.-2401-2700
-SS3-24
IR3,2101-2700-
JR3.2101-2400
-SS9-22
bF5R3.-I-400-IR3.601-900-
50 0
-1051-1100-JOODD
TO RISER SLM9-26
5RJ.1-400-20ODD
-AEG-24 STUB
-rp4.IzAjf-lf vu
QRJ.1501-1800-3R3:2401-270t)
-AEG-24 STUB
WO UNKNOWN TYPE 4484-TA L0024 U27N3E23D
IGS# MH1
2100 HALLS LAKE FAC# MH91
NOTE: VERIZON TO PLACE 2-4'PVC
FROM MH91 42'EAST THEN 158'
NORTH (UNDER SIDEWAL10 TO
VERIZON PED #522.
MHI
MH91
144+93
42'
11-1800 DEA07
S CABLE.
JOODD-IR3.-2101-2400
AE12-26 STUB-F���
MH91
4484-TA
4R3.-1201-1500-JOODD
4RJ.-1201-1500-30ODD ��E6-24 STUB
-AKFG-26--=---�
IR-1,2101
JOODD-IRJ.2101-2400
�'2
'D
-AEG-2
3
0
0 0
=204011
00
SS3-2 0
-*'-- 48' RADIUS
WALNUT ST.
1__:
co
_77
Lo
MAP 27N3E23DD & 27N3E24CC.
CONDUIT
CONSTRUCTION REQUIREMENTS
I. ALL NEW CONDUITS PLACED SHALL BE SUPPLIED WITH OJET UNEHAVING A
BREAKING TEST OF 1250 LBS OR BETTER.
*ASBUILP DRAWINGS TO CONFIRM WALL TO WALL DUCT AUGNMENT AND CONTINU17Y
BETWE EN MANHOLES.
3i ALL NEW CONDUITS PLACED SHALL BE TESTED.WALL TO WALL MEASUREMENTS
PROVIDED TO GTE ENGINEERING FOR 'ASBUILP DOCUMENTATION BY THE CONTRACTOR.
4: CONDUIT SPACERS BE INSTALLED AT 8FT(MINIMUM) INTERVALS TO
MAINTAIN CONDUIT CONFIGURATION STABILITY.
5. SEPARATION FROM OTHER UNDERGROUND STRUCTURES SHALL BE MAINTAINED.
&ALL 4PVC TYPE B TELEPHONE CONDUIT' TO BE ENCASED WITH Y MINIMUM COVER
7. ALL 90 DEGREE SWEEPS WILL HAVE A MINIMUM OF 46' RADIUS.
8.ALL CONCRETE ENCASEMENT' MATERIAL SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 LBS PER SQUARE INCH
9� THE CONT-RACTOR SHALL. BE SOLELY RESPONSIBLE FOR ALL DAMAGES INCURRED IN
SAID OPERATION.
/0 ALL MATERIALS USED SHALL MEET VERIZON SPECIFICATIONS.SPECIAL PROVISIONS
AND WSDOT STANDARD SPECIFICATIONS.
1hREPLACE ALL DAMAGED CURB4U7-TERORIVEWAYS,51DEWALKS, ETC., COMPLETELY
STREETS AND SIDEWALKS THAT BECOME MUDDY AND DIRTY SHALL BE CLEANED
AS REQUIRED.
WORK LOCATION
MAp 454 F6
OEM
EXCHANGE
HALLS LAKE
COUNTY
SNOHOMISH
TITLE: 5TH & WALNUT BLDG
437 5TH AVE SOUTH
ED
CONDUIT & ENTRANCE
ON
CABLE PLACEMENT
0
m CD
;0 [\-)
APPROVED BY DATE
cz 3>
m
T-27N R. 3E SEC.23DD & 24CC
ISHEET
No.: 2 OF 2