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PERMIT COUNTER
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APPROVED AS NOTED 1% &
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Date: 41141o.3
WATER & SEWER
INSPECTIONS REQD
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PERMIT EXPI
USE PERMIT
CITY OF EDMONDS ZONE NUMBER 200 0 S 7
CONSTRUCTION PERMIT APPLICATION JOB RESW _r1_ SUITE/APT
OrNEFI NAME/NAME OLSU&YqESS ADD
PLAT hA%E'
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REQUIRED DEDICATION FT Undergmund
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NA ... METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED
YES Er NO Iff 3
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OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROLIDRAINAGE
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'PLUMBING MECH LOT COVERAGE REQUIRED SETBACKS (FT.) XPROP6SED SETBACKS (FT.)
NEW RESIDEN . TIAL ALLOWED PROPOSED FRONT . SIDE REAR FRONT UR SIDE REAR
ADDITION OMMERCIAL OMPLIANCE OR
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w NUMBER NUMBER OF CRITICAL
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ORK 0 0 REMARKS
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HEATSOURCE GLAZING % LOT SLOP�*�. F BUILD ING 0
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,PLAN CHECK Nn VESTED DATE PLUMB ING kY�&n t7—
MECHANICAL
THIIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE GRADING/FILL
SEPARATE PERMISSION.
2 STATE SURCHARGE
PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAY r"rric rl ITI&Aml /0/0.77
SEE BACK OF PINK PERMIT FOR MORE INFORMATION . S ENG. REVIEW FEES
ENG. INSPECTION FEE
'APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
uj
_j IN INTEREST, AGREES TO NDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF LANDSCAPING
2 EDMONDS, WASHINGTON, % OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND INSPECTION FEE
cc
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHAL . L NOT BE PLAN 'CHECK DEPOSIT REIEVI _L 10
DEEMED To MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
_j
0 NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.'
TOTAL AMOUNT DUE RECEIPT
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION a
GIVEN IS CORRECT,AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF )N APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application is not a permi I I until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official or his/her Deputy: and Fees are paid. and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided.
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
OFFIC MSIG�E DATE
Sliki6E (OWNER DATE IGNJID (425). 1 L
AIt 771-0220 _RELEISED BY DATE
A77ENTION EXT 333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL /V.ts
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- 771-0221 ORIGINAL -FILE - YELLOW- INSPECTOR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX PINK - OWNER - GOLD - ASSESSOR
5/98
ATE RECEIVED 00
3 1pi PERMITEXPIRESL%
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
U S . E PERMIT 0;210
ZONE NUMBER
JOB SUITE/APT#
ADDRESS
OWNER NAME/NAME OF BUSINESS
PLAT NAM E/SUBDIVISION NO.
L . OT NO.
L�D NO.
L D FEE $
MAILING ADDRESS
70-l' 7/1'
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
EXISTING — PROPOSED
REQUIRED DEDICATION— FT
TES CP Appmed 0
RW Permit Required 0
Street Use Permit Req'd C)
Inspection Required 0
Sidewalk Required 0
Underground
Wiring required 0
CITY ZIP
TELEPHONE
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NAME
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METER SIZE
LINE SIZE
NO. OF FIXTURES
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ADDRESS
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REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
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NAME
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ENGINEERING REVIEWED/DATE
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PROPERTY TAX ACCOUNT PARCEL NO.
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PROPOSED SETBACKS (FT.)
FRONT UIR SIDE REAR
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ED
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REMARKS
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VALUATION
FEE
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HEAT �DURCE GLAZING % LOT SLOPE %
BUILDING
V5
PLAN CHECK NO: VESTED DATE
PLUMBING
MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
GRADING/FILL
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES; ETC.) WILL REQUIRE
SEPARATE PERMISSION.
W PERMIT APPLICATION: 181 0 DAYSk
STATE SUliCHARGE
13. PERMIT LIMIT. 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
ENG. REVIEW FEES
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
"APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, I SSIGNS AND SUCCESORS
IN INTEREST, AGREES TO INDEMNIF _Y� DEFEND AND HOL HARMLESS THE CITY OF
LANDSCAPING
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM
cc ANYAND
INSPECTION FEE
4 ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
x FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
0
PLAN CHECK DEPOSIT
RECEIPT
DE
_j EMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
01 NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.-
x
TOTAL AMOUNT DUE
I
RECEIPT
a
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 his/her Deputy: and Fees are paid. and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION receipt is acknowledged in space provided.
W KM IS COMPENSATION INSURANCE AND RCW 18.27.
0 Ar DATE SIGNED
(425)
OFFICIALS SIGNATURE DATE
Aw 3-13-001
771-0220
-RELEAgEDVY
DATE
A-rTENTICf4
EXT 333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
771-0221
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
FAX
ORIGINAL - FILE - Y�LLOW - INSPECTOR
PINK - OWNER - GOLD ASSESSOR
5/98
, , 7 A 110
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PLANNING DATA
New Commercial Proiects
;;;� \\AJDRESS:9,,V01 -VN V. ZONING:
SITE
USE(S) PROPOSED:Aa" ALLOWED?: Wmtk�l
LEGAL NONCONFORMING LAND USE DETERMINCTIO;j ISSUtD (Y/
CUP File:.Uk—M- To Allow What Uses?: KA 1AX- A
ADB FILE #:.N[A
PARKING:
Use: N No. S es Required:
X �(floor ar , # employee s-, etc.)
'9� mployq
Use:
X
Use:
X
Use:
X
Total
SETBACKS:
o. Spaces Required:
oor area, # employees, etc.) =
No. Spaces Required:
(floor area, # employees, etc.) =
No. Spaces Required:
(floor area, # employees, etc.) =
Actual Provided:
Required Setbacks:
Front: ide: R* t Side: Rear:
e
Actual Setbacks:
ft S
ft id R ht S
r to ffio-�-- r t
Front: Sid --Right Side: Rear:
Street map checkedd for itional setbacg required? _(Yes/No)
MAXIMUM FLOOR AREA:
Maximum Allowed: Actual:
BUILDING HEIGHT:
Maximum Allowed: -Actual Height:
Modulation Allowed?: Modulation Height:
Datum Point: Datum Elevation:
Elevator Penthouse > 3 t over height limit? If so,VAR#
LANDSCAPING:
Matches ADB app
Bid Provided?
nd Amount (100% bid):
DATE: -PLAN CHK#: (�7a7754
NAME OF BUILDING PERMIT APPLICANT:SQA* IFO"
Continued ...
1Ahbrary\^P1andatNewComm.doc
46
ADB FILE #- OR DATE WAIVED:
PLANS MATCH-OPROVED PLAN:
SUBDIVISION:
CRITICAL AREAS #:
SEPA DETERMINATION:
SHORELINE REQUIRED?:
LOT AGGREGATION RE(5/UIRED?:
REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE.?'NQ)
OTHER:
Plan Review By:
1A1ibrary\AP1andatNewComm.doc
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BUILDING DIVISIONW
Applicant Fill
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PERMIT APPLICATION at:VT
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DEFICIENCY OF RIGHT OF WAY
PUBLIC IMPROVEMENTS REQUIRED
DRAINAGE IMPROVEMENTS REQUIRED
DRAINAGE PLAN REQUIRED
UNDERGROUND WIRING REQUIRED
CONNECTION TO SANITARY SEWER
SEPTIC TANK PERMIT REQ'D 1:3 NO.
ELEVATION OF PROPERTY CORNERS
& FOOTINGS REQ'D
4-
SEE ENGINEER ING MEMO DATED
CHECKED B Y
METER SIZE 113UILDING SUFfPLY SIZE
SIGN AREA JCOMENV. REVIEW
ALLOWED PROPOSED PLETEI EXEMPT
REMARKS
VARIANCE OR CU
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DATE
YARDS
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OCCUPANCY
OCCUPAI
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GROUP
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LOAD
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THIS SIT
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CITY
REPAIR
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swim
POOL
OF EDMONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04.
REMARKS
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DWELLING
UNITS
NATURE OF WORK TO OF DOME
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0 PLAN CHECK FEE IVALUATION
' PLOT PLAN
BUILDING
PLUMBING
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FENCE
SIGN
14 "Applicant, on behalf of his or her spouse, heirs, assigns and
01
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I the City of Edmonds, Washington, its officials, employees, and
RETAINING WALL
ir agents from any and all claims for damages of whatever nature,
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A I any reqtiirement of any city ordinance nor limit in any way -the
DATE':
R11i !d j�r.p,
C(MllllulliLy Develo-prieriL
Enoineering Division
Puklli.c I�Iorks DeparLnienr-
SUBJECT: �2
i%fLer revie,.,� oir ClIc sllhjc�cL buildin�
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CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
USE
ZONE
S mul &E
JOB -AP
UiTE AP
ADDRESS
') SUITE
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OWNER NAME N ME OF BUSINESS kr[Kc baflly,, OR f,
J'etma tlihadpff AIIAP;ic �7,t 6
LEGAL DESCRIPTION CHECK SUBDIVISION NO L-D
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NO
MAILING ADDRESS
Ants- I(P.." +10
PUBLIC RIGHT OF WAY PEA OFFICIAL STREET MAP TESCP
:W
:X STING — REQUIRED DEDICAT90N IiIf88I
-oP.!IEO nopechom
APPIMed 0
Permit Required 0
Use Permit Read 0
Required D
A--- alk Required
111
I 111.11"111
itLt;FHUNt UMBER
- 25g2
NAME
METER SIZE
0. OF FIXTURES
PRV REQUIRED
YES 0 NO 0
AD
REMARKS 6
W
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ZIP
ITELEPHONE NUMBER
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GINEERING MEMO DATED REVIEVIEDBY
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FIRE MEMO DATED REVIEWED BY
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SIGN AAEA
ALLOWED PROPOSED. I
SEPA REVIEW
COMPLETE JEXEMPT
EXP
ADS NO.
Legal Description oWroperty - include all easements
SHORELINE I
VARIANCE OR CU
nR VIEW BY
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SETBACKS — FEET
FRONT SIDE_ FEAR
H EIGHT
LOT c6VERAGE
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Parcel No.
REMARKS
ElNEW D RESIDENTIAL El PLUMBING
ADDITION COMMERCIAL 1:1 MECHANICAL
REMODEL APT. BLDG. El SIGN
GRADING
CYGS� FENCE
REPAIR x
—7
WOODSiOVE SWIM POOL
Mo.OLISH - INSERT- HO'T TUa/SPA
GARAGE RETAINING WALL/
CARPORT ROCKERY RENEWAL
el Ali
CHECKED BY TYPE OF CONSTRUCTION r
PECIAL INSPECTOR AHLIA
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13 YES
ANT
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OCCUPANT
LOAD
ARKS
OGRESS INSPECTIONS PER UBC 305
(TYPCOF USF. @USINEWR ACTIVITY) EXPLA11,14N
CRITICAL
OF DW
STORIE" LIN
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DESCRIBE W0jIK TO BE DONE
FINAL INSPECTION REQUIRED
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PLAN CHECK FEE
HEAT SOURCE:
GLAZING
BUILDING
/I/t/ ,
PLUMBING
Plan Check No.
4-
MECHANICAL
p2o
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any construction on the public domain (curbs, sidewpiks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
Permit Application: 180 Days
Permit Limit: I Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
"Applicant. on behalf of his or her spouse. heirs, assigns and
ENO. INSPECTION FEE
successors in interest, agrees to indemnity. defend and hold
harmless the City of Edmonds, Washington, its officials,
2
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
PLAN CHECK DEPOSIT
5
0
1
0
modify, waive or reduce any requirement of any city ordinance
nor limit In any way the City's ability to enforce any ordinance
TOTAL AMOUNT DUE
provision."
I hereby
1 hereby acknowledge that I have read this application; that the
I n 1 0 rmat I Or
Information given is correct; and that I am the owner, or the duly
ATTENTION
APPLICATION APPROVAL
a u to rZ a
:thorized agent of the owner. I agree to comply with city and
THIS PERMIT
State law.
tuate laws regulating construction; and In doing the work author' Z.
AUTHORIZE S
This application is not a permit until
a ' a
d ther 'by. no person will be employed in violation of the Labor
ONLY THE
signed by the Building Official or his/her
Lhd
.
Cod 0 of the State of Washington relating to Workmen's Compense.
WORK :NOTED
Deputy: and fees are paid. and receipt is
I,
tion insurance and RCW 18.27.
INSPECTION
acknowledged in space provided.
G ATuRE OWNY,"ENT) DATE SIGNED
;
DEPARTMENT
CITY OF
E MODS
D
OF
ATTENTION
FSTA
CALL FOR
INSF
DATE
IT S UNLAWFUL TO USE OR OCbVA BUILDING OR CTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
771-0220
ORIGINAL — F.Ie YELLOW — Inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. USC
CHAPTER 3.
PINK — Owner GOLD — Assessor
INA?
"'PUBLIC WORKS VE 'ARMI� CKL��_
BUILDING PERNIT ?
40 A*76-tk '/—/0-7e
_!F, (date)
_Moon rco� (address)
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Street %XV6*71�4ay Exist
REQD K)(r) Kya
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Access Easements Existing. &) (r)
JEQD
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Utility Easernent Existing______tjCLLj�.._REQ)`D
Klik
Lot Per SubdivisioiG-322���Plat
Assessor
Site Plan Checked for Accuracy.
4 Z- (e 1183
Underground 14iring Reqd.
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Check Accura of Legal Description:.
CY
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Review b VD
Date
Existing Water Main Size— 1E3." PZ
Water Main Required. tJn
Service Line Required
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Hydrant Size Existing,
Hydrant Reqd Per Fire Code �4ASs
Size
Detector Check Meter Reqd. '5�
Cross Connection Inspection
Fire Department Comnents
Water Meter Charge Reqd. :!it 0 0 0, 0
00
Review by.
Date
Septic Tank Design Approved
Date
Septic Tank Permit Reqd.—
Permit No.
Sanitary Sewer Availability 'T,cz—s,
Proj - 4,�p /,C>S7
brm"ing No.
File No. 1,14-70
Side Sewer Availability _jt�z
Sanitary Sewer Connection Fee Reqd.
:3:
W.,
Review by ---
Date 4/-//-797
Open Ditch Existing_A/.�_
-Re�.
Culvert Reqd. /t/'
—Size
P4
Catch Basin Reqd.ny e
on Site Plan.
0
-Indicate
Shoulder drainage maintain collection an swale open runoff I yz�
J-��nhole reqd. Indicate an Site Plan
Soil Conditions and Ground Water Field.Checked
Review by Up �g?7.
Date . 7 jr
-Z Lkyri
Revised: lvlO-1977
AlIkk .-j - — amusk, )
BUILDING DEPARTMW
Applicant RIO
.UT
TWOMMR
PERMIT APPLICATION
Inside Heavy Lines
JOB
ADDRESS
NAME (OR NAME OF BUSINESS)
SUBDIVISION NO.
PLAT NAME
ASSTSOR MAP NO.
SE14 %C-3 I
w
'WAILING ADDRESS
z
0
PPUBLIC
70
RIGHT OF WAY PER ORDINANCE NO.
C9rT Y
ELEPHONE NUMBER
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
NAME
u
W,4 &-64 AE A
DEFICIENCY OF RIGHT OF WAY
ADDRESS
STREET/UTILITY WORK REQUIRED EYES NO
%
m
6o 4
PERMIT FOR WORK IN PUBLIC R/W 1N YES El NO
0
3:
CITY
TELEPHONE.NUMBER
1
0:
UNDERGROUND WIRING REQUIRED EYES NO
U
1417-0 0,
CONNECTION T 0 SANITARY SEWER 12YES El NO
SEPTIC TANK PERMIT REQUIRED Y ES &NO
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IL
WAFVrE
SEPTIC TANK PERMIT NO.
AIJDRESS
13 V10 let 5 zt/
SEE MEMO DATED
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CITY
TELEPHONE NUMBER
REMARKS
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STATE LICENSE NUMBER
CITY LICENSE NUMBER
CHEtKED
I-Tky- 2145
— 0. YfA
Legal Description of Property (Show Below or Attach Four Copies)
METEW SIVE I
BUILDING SUPPLY SIZE
-e,
It
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REMARKS
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SIGN AREA
ENV. REVIEW
ADB NO.
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ALLOWED PROPOSED
COMPLETE EXEMPT
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REMARKS
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W
VARIANCE OR CU
PLANNING REVIEW BY
DATE
YARDS FRONT SIDE REAR
ILOT COVERAGE
GAS
NEW RESIDENTIAL OLINE
FIRE ZONE
TYPE OF CONSTRUCTION
CODE HEIGHT
NON-RESIDENTJIAL I`Z�l SIGN
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11175
ADD
DEMOLISH RETAINING
1:1 WAL
SPECIAL INSPECTOR JAREA
QUIRED
V1
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JOCCUPANCY OCCUPANT
GROUP LOA
EXCAVATE
ALTER FENIL
YES N
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16"
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El
-
PLAN CHECKED BY THIS SITE
17 REPAIR PRE -MOVE Sw I M
INSP. POOL
IS LOCATED IN THE CITY
OF EDMONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04.
NUMBER OF STORIES
NUMBER OF
REMARKS
t7 4 gf 1,ep-
/NAT
DWELLING
UNITS ALIVA'-ef—
z
W
—
U RE OF WORK Yb BE DONE
CL
W
PLAN CHECK FEE
VALUATION
FEE
PROPOSED USE
2
z
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PLOT PLAN (INDICATE BUILDING SETBACKS,
ABUTTING STREE S)
T
BUILDING
W
I
X
0
U
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PLUMBING
W
>
MECHANICAL
pep",
0
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SIGN
RETAINING WALL
0
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SWIMMING POOL
C', o Water Eagle Associa MD
RICHARD M. TRAINER E*EERS INC. IE
824 San Antonio Road
PALO ALTO, CALIFORNIA 94303
(415) 494-3565
TO City of Edmonds Public woms uept.
Public Works Dept.
-Eng. Division
200 Dayton St.
Edmonds, WA 98020
A T.E
M
March 8, 1978
I JOB N 0
17758
FO
ATTENTION
... 6
Dick Allen
RE:
GENTLEMEN:
WE ARE SENDING YOU �] Attached 0 Under separate cover via the following items:
0 Shop drawings [N Prints 0 Plans 0 Samples El Specifications
E3 Copy of letter El Change order El
COPIES DATE NO. DESCRIPTION
2 Site Plan
THESE ARE TRANSMITTED as checked below:
0
For approval
Xj
For your use
0
As requested
0
For review and comment
0
FOR BIDS DUE
• Approved as submitted
• Approved as noted
0 Returned for corrections
1-1
19
• Resubmit -copies for approval
• Submit -copies for distribution
• Return -corrected prints
El PRINTS RETURNED AFTER LOAN TO US
REMARKS Please mark up where we may pick up the utility,
COPY TO
SIGNED: (&V- ) 'A
FORM 240-2 - Available from To.nsend, Mass. 01469 If enclosures are not as noted, kindly notify umm�y.' W'!,T
APPLICATION
h City of Edmonds for
e SIDE SEWER PERMIT EASEMENT NO . ..............................
40
NEW CONSTRUCTION REPAIRS LID NO . .................. ASMT. NO . .. ...............
OWNER ------ ...... E
CONTRACTORNN
111 EHY.— PERMIT NO. 7
JOB ADDRESS .... ......... LEGAL DESCR IPTION: LOT NO - ---------- ........................... BLOCK NO - - ----------------------------- ......
.......................
......................................... .................................................... ....... : ............................ I ------- ................
NAMEOF ADDITION ................................... ...................................................................................
Approved:
/2� ......................... .............
DATE
K� N'
V
mc.,_ � wl�
_WWATEWSEWER, DEPART NT . ..... ..
6.141
PERMIT
C Ili 7.75-25 25: forotside, s , ewer :inspections,, IIEFORE: covering,,ariy rtion %the, con . str . uction.,N,
po
Inspection will be provided� within 24 hours: after requst. NO :Sat :S11m*. -.or -holiday lnspectlonsj�
01K, ONSTRUCTION.'
�kss ............ ......
......... A7.1 .. .....................................
.............
................ ...................................... .....................
............. .................
.......... .... . ............. .......................... ........ .....................................
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4
W.—ER, M. M/OWBUHL DER ......... - .... ..... ....... ................
............ .................. ........................... OM,
�e T. I ORISNYAW&Air-AA)DRESS ........... ......... ......................
........... .... ............................ Z: ...... ...... ................... ..............
se
...... .......................................... jr,andV6ic'o�nectlbn.!df4 side wer to, the, city, sanK�i. sewer�
Y,
'Pat
&ZA4ii acc6idkh6e�,With'&1t* t9f 'Edmondis, ordtinancest-
�s
,�Ts
I _TSrCkU,,EU!TO T-IiF.FOLLOWING.:
ATTENT ONP
may, 4obtain, a permR.,, M construct Sewer' Inside, Woper-Cy -,line.' A, licensed, Side Sewer true
i;i�&E, No. A�LT' i;he,pro'p�rity,* e. dmploye`&.,toic6ns t
side. sewer 4nlstreet. area; D6 not,,cover any..portionof sewer,before-,it., has beeni:inspected.
';2�.-L-AN115work,'.�erformed',In,�city rl - ght-of -way requires an. IrIvasion of.-I�Jght-of-Way Permit o . btadiva.151a from. 1he' City, En
glneWs �office.
ftill',Information �regarding,,Ordlnance 1.11.1e.'030"and '11:egulati6ns gov6rnlng�slde. �ewera�whem you,!git perrnit�.
NOTE' No., 7,4�, Top� ofVsid (t� sewer 'musV have at least 30, inches - coverage af property. line andi 12 Inches. inside !property, line 'minimum gra:de, of .2 -W. '-No-,bends. Inbjiade-.
7, '�,shaxi5irnthanNpwill Ve,.permitted.
renches�,IhCistr�etoi�ust�be water �settled,and surfacejof -street restored, to orl.
ginal, condltl�n. Contract6m sha.11 �b6 responsible for. f allure-duw',tol improper.
!'�worli'whl h-'.may -develop-within; one year of complett on:
c
',to-,alter�or400anj
i)',other. work' than, -is prov�d ed for lhl.the,,Permi�,.,or.'�t6'��db,an'y wo_rk4rvthe*m&in,sewer-or, Its,.appurtenanc6s, except,. to in
-'s�rti,thi,,pipe into,the,wye.
..... ... By ..'�,Date.. By.
IS"TROVEW, Date; ..........................
........... ....... .......
�F� . . . . Y�
Ad
'0 ...... . ............ A. ........ ........... .............
.................. ..................................... .............
.......... ........................... . ........ 1.,i:�.�._� .. ........................ ......... I ................... ...........
. ......... ........ ............ . . ......................................... ....... ............................ 7 ...... .............................
........ .......... ..........................................
MU SP Be. Signed' By 'ON�ner of 'Firm.Pe -xning.'.d�h t IkUORL To Re4uest FbL_Inspectim
s ruction
-that,the,side, sewer installation -constructed under thi
...... 'he
...... ............... L ...... .......
...... reby certify W
'��((5�W;�enofi,C6ntracxg Firm, Perf ormIng, Construction.).'
i't
J,
.4
wd � s!"Un- S tall'6 drilv','acc. 6rdan ce,,M th, al t. gjoverni - ng ordinances of 'thei�C ily. of. Edmondii..v
V ...
Dated"this ............................. "Y of ............................................................. ...........
m
yowdik for: Water''
N 0, ..,-Gas -jg,, Telephon&,�3;. Po�xver- E)',. Sewer E]P' Other. '10 V .,V
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N#me:-'ofPr.qposed! Project:
"'pus,
Owner/Applicant Applicant Contact. Person:
ob
Name -Name.
Avv-
tY zip
Telephone:..
Traffic Engineer who. prepared theTraffic linpact Analysis (if applicalbl'61-
PKoject Traffic Levels-.
Less: 'iffi�n .' 2 �6eA�.fi- tri enerate'd I and,T. ofil"" itch, eciclis7tY.
5 our. ps g., .,y;(,w6&hee
11, Moie than 25 peak-ho4jfipsgenerated All sectibns
CI)
q
x
m
m
m
0
d. Date construction willbegin an4be
e.
f Defineproposed sight:di.stance..at site egess locations:
2. TRW.GENERATION
Sourcephall be the Eighth Edition: ofthe Institute. 6fTransportation Engineers, (ITE) Tri Generation
P
manual.�. Fo'r,indepcindenf f�e.-Cal6iilaiion�s,.t�e-cuimiiteditibri 6fthd ITE manual maybe used;
ADT A�eragp Wily tiraffiC6.
PM Peakrhour trips (AM, noon or school Deak may: also apply as: directed by the City Engineer)
a. Existing, $ite. Trip Generation Table:
b. ropqsed;p.�rqject Trip,Generation -Table:..,,.,
C. Net Ne-Ar Project Trip I.Genetation table:
7. MITIGATION RKOMMENDAMONS�.%.
State. recqmmeqded.,measure&..an& fees r6o d -affic impacts. Traffic
-.yirq.i:lp.nutigate.project specific, b
impact fee. sliift...bi�qalculated from the Edmondload.,Impact Fee Rate Stu� a e, 4 (attach
and a si d enfifie &in.::ECl) 18..82.120, excev se prqvi �y
:i,a&o drwi fbi independent
f66 calculations
in ECDC 18.82.130.
11 CHANGEJNUSE.�
'Fee- or ppbr use shall be based'on
fee: established at the iiniethe p4gr use. a If the
was permitted.
preyio . us. use was p . ;rmit(e'd-:pri'qr o�. o, op on o
t ith ad'' ti f0idifianct 35*10 ective.date' 09/12 4
thil.064'ECDC 1&82jlojmvact.f4 S
C.e: e.us,ed.,,
New. Use Fee. Prior Use
Fee.
M/P�WDXVELOPMENT,
El OTHER
15cattle F)aptistCkurck
Valet FarLing rropo5al
C�A 00
'1$d
ReCe,VE:D
15 4,999 s
DEVELOPM�N SERVICE
_.CITY OFUMOND!S-
Seattle E)apti,5t
Ckurck would liLe to propo.5e valet
parLing on tke 5outk 5ide of tke 6uilding
located at
2-+2-2-3-76tk Avenue
W in Dmond-5-
Tkere are 51
exi,5ting availa6le
parLing 5pace,5 on tke
soutk
5ide of tke
6uilding and 2� on tke ea5t 5ide. We
would
kave room
for 15 additional
car5 (5 rows of 3 car5
eack)
5ituated in
6etwcen tke alreacl�) 5triped area5 on tke soutk side of
tke 6uilding. Tke.5e 15 car5 will 6e de,5ignated familie.5
(5unda� 5ckool teacker,5, deacon5, and ckurck 5taffl
and would Lnow to leave immediatel.9 at tke conclu.5ion of
ckurck 5ervice5. Tki-5 would accommodate 75 . total
vekicle,5, leaving ample room for emergencq vekicle,5 on
tke nortk and ea5t,5icle,5 of tke 6uilding.
0
RECEIVED
OCT 15 1999
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
October 12, 1999
Dear City of Edmonds,
My name is Darryl Ryales and I have been in a wheelchair for approximately six years. I
was taken through the newly acquired property of Seattle Baptist Church located at
24228-76 th Avenue W and found the building plans to be very handicapped friendly.
My suggestion would be that there be no entrance doors to the bathrooms because there is
a privacy wall and it would be easier to get in with a wheelchair. I would also
recommend that the handicapped stall be at least 48 inches wide with double bolting
support bars and that a taller handicapped commode be installed.
Thank you for your consideration of the handicapped of our area.
Si cerely
Darryl Ryales
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OF
Seattle Baptist "E" "ON" ',ER\of 1,,c,)Ess
e,,�
David YL Cox, Pastor
P.O. Box 12086 - Mill Creek, WA 98082
(206) 774-1240
4
January 21, 2000
Ms. Ahn Bullis
Plans Examiner — "City of'Edmonds
Community Services Department — Building Division
121-5 1h Avenue N
Edmonds, WA 98020
Dear Ms. Bullis,
This letter is being written and submitted to you in response to Plan Check #99-376 and
item number one of the "Plan Review Comments" dated January 11, 2000. Hopefully,
the following explanation and details 'about a typical Sunday and mid -week service at
Seattle Baptist Church will answer your questions. In addition, I started Seattle Baptist
Church in May of 1990.
Sunday Services:
Sunday School — 225 total people
Sunday School is for all ages and starts at 10:00 a.m. and concludes at 10:45 a.m.
We average 100 adults and 125 children. That includes the entire adult classes,
children's classes, nurseries, teachers, and nursery workers. We would anticipate
using a wide variety of areas of the church and be quite spread out. during the
Sunday School hour.
Worship Service — 260 total people
Our main Worship Service starts at 11:00 a.m. and concludes shortly after noon
on most Sundays. We average, 195 adults and teens in the main auditorium.
Children's Church, the nursery, and the workers in these areas average 65
individuals. Therefore, on a normal Sunday, we anticipate around 200 in the main
auditorium, 30 in the children's church area, and the balance in the nursery area.
"The Church that helps you bear your burdens"
0
Sunday Night Service — 180 total people ,
Sunday night service starts at 7:00'p.M. with the service ending shortly after 8:00
p.m. We average 155 people in the main auditorium and 25 in the nursery.
Mid -Week Wednesday Service:
Mid -week Wednesday Service — 150 total people
Mid -week service starts at 7:30 p.m. and concludes at 8:30 p.m. . We average 130
adults in the main auditorium and 30, in the nursery.
We anticipate growthin.our church and if the need arises, our, plan is to add a 9:00 a.m.
Worship Service to alleviate any parking issues. We also feel it is important to provide a
safe and comfortable environment for our church services. Therefore, we are no longer
interested in pursuing any stacked. valet parking.
Ltrust this explanation will help you to understand our church a little better, but please
feel.free to call me direct if I have not,adequately answered your questions or concerns..
Sincerely,
David R., Cox
Pastor
DRC/Ijo
a
WAi
Date: March 18, 1999
To: Planning Division
From: Gordy Hyde, Development Services Engineer M411e
Subject: CU Application for Seattle Baptist Church at 24228 - Ih Ave. W.
(CU-99-45)
The Engineering Division reviewed the subject plan. The traffic engineer requested that the
applicant provide the following items:
• A copy of the agreement regarding sharing parking with your neighbor.
• Submit parking configuration plan.
9 Show driveway width, cross section and slope.
Traffic report is required. Traffic mitigation is $238 per new PM peak trip generated by
the proposed project.
The applicant must comply with the conditions of any future applications. The Engineering
Division has no other comments on the subject application. The application is incomplete until
the requested information is provided and reviewed.
City of Edmonds
Development Services Department
Date:
To:
MEMORANDUM
March 16, 1999
Gordy Hyde, Development Services Engineer
From: Jarnal Mahmoud, Traffic Engineer � /VN
Subject: Conditional Use permit for Seattle Baptist Church at 24228 — 76h Ave W
(ADB - ) (CU 99-45)
The following traffic issues are required:
1. Submit a copy of the agreement regarding sharing parking with your neighbor;
see the Conditional Use Permit Application you had submitted. In addition,
please calculate number of parking stalls required.
2. Submit parking configuration plan
3. Show Driveway width, cross section, and slope.
4. Traffic report is required. Traffic mitigation is $238 per new PM Peak trip
generated by the proposed project.
Note:
I spoke with Jeff Wilson regarding SEPA. Jeff mentioned SEPA is required, so we can
charge the traffic impact fee through SEPA.
Thanks.
CIty of Edmonds
................... 5552im
\\crry2\SYS\ENGR\JAMAL\Go�dy-Di;L\CU99-45.DOC
Community Services Department
Engineering Division
MEMORANDUM
Date: March 8, 1999
To: Jamal Mahmoud, Traffic Engineer
From: Gordy Hyde, Development Services Engineer
Subject: CU Application for Seattle Baptist Church at 24228 — 76hAve. W.
(CU-99-45)
Engineering received the attached CU application today. Please review the attached-
informatio�'�� your comments to me for inclusion into a memo to the Planning Division
by 99 hank you for providing a rapid review and response.
Mf —19�
qg�_Vk YCI&
City of Edmonds
Development Services Department
city f edmonds
land use application
ARCHITECTURAL DESIGN BOARD
El COMP PLAN AMENDMENT
U CONDITIONAL USE PERMIT
El HOME OCCUPATION
C3 FORMAL SUBDIVISION
0 SHORT SUBDIVISION
C3 LOT LINE ADJUSTMENT
C3 PLANNED RESIDENTIAL DEVELOPMENT
Q OFFICIAL STREET MAP AMENDMENT/
. STREET VACATION
C3 REZONE
0 SHORELINE PERMIT
0 VARIANCE / REASONABLE USE
EXCEPTION
0 OTHER
GVECEIVED
MAR 0 5 1999
FILE # aLl(Aq-�
5 _ ZONE_,F/I/
DATE REC-D BY Z-7-7'
yA
7 ,4�
FEE 7 RECEIPT#— Iq
DATE
HE . C3 STAFF C1 PB Q ADB Q CC
ACTION TAKEN:
C3 APPROVED 11 DENIED El APPEALED
APPEAL#
Applicant SeaWf- CWAV-C Phone iq-��S) -7-7 L4 ag 0
Address 601-k �ac)9(0 M��l C.Icf-e-k— WA Tgo,�
Property Addres's or Location
\i
Property Owner
Address ao�,S- Phon(
-A v 1�- al 0 , -S
Agent
Address
Phone
a-C i- e t- -7 9 -
Tax Acc # LA (� � k D00 o 1 --0 1a) � � --Sec..-.3.k Twp.-a1l`\A Rng. 04E
Legal Description -'RLY,, ()()n t\j M-A ET OP T R () C- Y\ C- N
� D Y-1 (Y CA L E- 4 OF I T �A C) �-- C-o N \t� -70 C TT D F
Es� M I-) tv D S V-0 91 R IN M- (I C k� f� I F--
Details of Project or Proposed Use cc�s suy\&k-1,
and,
The undersigned applicant, and his/ her/ its heirs, and assigns, in consideration of the processing of the
application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all
damages, including reasonable attorney's fees, arising from any action or infraction based in whole or in part upon
false, misleading, inaccurate or incomplete information furnished by the applicant, his/ her/ its agents or
employees.
The undersigned applicant grants his/ her/ its permission for public officials and the staff of the City of Edmonds to
enter the subject property for the purpose of inspection and posting attendant to this application.
SIGNATURE OF APPLICANT/ OWNER/ AGENT
S41
Proposal
By: Seattle Baptis;t Church.
RE: Building and Site located at
24228-76t' Arvenue W
Edmonds, WA 98026
Legal Description: BLK OOCD D-I 3 N 384FT OF TR 10 EXC N
1 OFT & EXC E 40FT THOF CONVYD TO
CITY OF EDMONDS FOR RD BY QCD RE
Tax I D: 4911 000 01 0 13 11
The above named hereby proposes to occupy existing building
located at above stated addr-ess. Exterior work would consist
of minimal cosmetic work (i.e. signage, painting, etc.). All
other work would be interior. We do not foresee any
interruption or excessive noi se other than the striping project.
Interior work wou.Id consist of a 3,200 square foot auditorium,
Sunday School classrooms, fellowshi p* hall and church office
�space.
1) We submit that this prolposal is in accordance with and
consistent to the "Comprelbensive Plan."
2) We submit that this propo.-sal is consistent with the purposes
of the Zoning Ordinance-- and the purpos es of the zone
district in which the use is to be located, and that the
proposal use will meet applicable requirements of the
zoning ordinance as prov-ided. Development code Chapter
16.45.010 (see provisions under a conditional use permit).
0 1 0
The proposed�.audlito4um will be 3,200 square feet. The
parking of 57 on site and 33 on adjoining site (we are
pursuing a written agreement with property owner) provides
90 total parking stalls, which is �in accordance to city -code
requirements, . and adequate for our needs. -
Appointments have been set-up with all other inspection
offices (i.e. plumbing, electrical, mechanical, etc.) to ensure
compliance with local codes.
3) We hereby submit that this conditional use permit would not
be detrimental to the existing comprehensive plan. In that
it would provide more consumers ' to the area thus providing
more revenue to the city and surrounding businesses. -
We hereby submit that the traffic would be less affected
during rush hour times. Therefore providing an ideal
situation in regard to congestion possibly added by other
commercial businesses.
We also do hereby submit that the surrounding public
health, safety, and welfare would not be compromised in
any way by this proposal.
4) The city planner has determined that in the event that
Seattle Baptist Ch urch sells this site, new owners would
need to re -start the conditional use permit process.
PARKING
MINI
MART
RESI DENTIAL PROPERTIES
PARKING
76TH. AVENUE WEST
A'TTACHMENT A
OFFICE
COMPLEX
LOCATION OF
FORMER USTz
Design Planting
Landscaping
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4
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Ballinger
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Reference: USGS 7.5'Topographic Map, Edmonds,
Washington. 1952, Photorevised 1978 and 1981.
k H KLE1 NFELDER
PROJECT NO. 60-1777-01 November, 1997
APPROXM�M TE SCALE
0 1000 2DOD
I inch 2000 feet
Site Location Map PLAT E
World Gym Property
24228 76th Avenue
E&nonds, Washington
ATTACHMENTC
r,� 'r L, 4-� Af -
C)
purpose of Checklist:
(4TY OF ED.MONJIS
ENVIRONMENTAL CHECKLIST
The State Environmental Policy Act (SEPA), chapter 43.21C 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. T'he purpose of this checklist is to provide
information to help you and the agency identify impacts from your proposal (and,to reduce or avoid impacts from the proposal, if 1(
can be done) and to help the agency decide whether an EIS is required.
Instructlonsfor Applicants;
Th.is -environmental checklist asks you to describe some basic informadon about your proposal. Governmental agencies use this
checklist to deteirniine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer
the quesdons briefly, with the most precise information knoAm, or give the best descripbon you can.
You must answer each question accur-ately and carefully, to the best of your knowledge. In mosi cases, you should be able to answer
the questions from your own observauions 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 quesdons ask 2bout govemmental regulations, such as zoning, shoreline, and landmark designations. Amswer these questions
if you can. If you have problems, the governmental agencies can assist you.
The checklist quesdons apply to all parts of your proposal, even if you plan to do them over a period of Limc or on different parcels of
land. Attach any additional information that will help describe your proposal. or its environmental effects. Tle agency to which you
submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if
there may be significant adverse impact.
Use of checklistfor nonproject proposals.
Complete this checklisi for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION,
complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D).
For nonproject actions, the references in the chtcklist to the words "project," "applicant," and "property or site" should be read as
"proposer,' and "affected geographic area," respectively.
A. BACKGROUND
1. Name of proposed project, if applicable: S.e-(x 0i u
2. Name of applicant: S.,-(,01"�C- ?)Uqv�s�-
3. Address and phone number of applicant and contact person:
C-3 �( � 9Q
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L-1 I QL q D
Page I of 24
—:9 3 :1
4. Date checklist prepared:
5. Agency requesting checklist: City of Edmonds.
6. Proposed timing or schedule (including pha3ing, if applicable): —EI r �s-� 4(f CL LQ4�
C'A N--� )2n Ck
(STAFF COMMENTS)
7. Do you have any plans for future additions, expansion, or further activity related to or connecied with this
proposal? If yes, explain.,
(STAFF COMMENTS)
8. List any environmental informa(ion you know about that has been prepared, or will be prepared, directly related
to this proposal.
'�S- 0'n e-Y' Y-) C, o n yr\ e n I-ck-
YYA e n A a ait ryl be r- 19 q 71 U-) c
(STAFF COMMINTS)
Do you know whetber applications are pending for governmental approvals of other proposals directly affecting
the property covered by your proposal? If yes, explain.
(STAFF COMMENTS)
Pap 2 of 2 4
6-2 666 1 -9-7- —3 3 -3
10. List any government Approvals or permits that will be needed for your proposal, if known.
N1h
(STAFF COMMENTS)
11. Give brief, complete description of your proposal, including the proposed uses And size of the project and Ale.
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.
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(STAFY UOMMENT5)_
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, stud range, If known. 11 a proposal
would occur over a range of area, provide range or boundaries of the si(c(s). Provide legal description, site plan,
vicinity map, and topographic map, if reasonably available. While you should submit any plans required by (be
agency, you are not required to duplicate maps or det2iled plans submitted with any permit applications related
to this checklist.
& 13 M
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(STAFF COM7VTENTS)
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TO BE COMPLETED BY APPLICANT
B. ENVIROWENTAL ELEMENTS
1. Farth
A. Genergd description of the site (eirde one): eat rolling, hilly, sicep slopcs, mountainous. other:
(STAFF COMMENTS)
b. Wh sit is the steepest slope on the site (approximate percent slope)?
(STAFF COMMENTS)
C. What general types of soils are found on the site (for example, clay, sand, gravel, pent, muck)? If you
know the classification of agricultural soils, specify them and note any prime farmland.
1!s C-k, 10 ac �"k n q
r,\C( :S C a t2'1 Y')!�4 CQr-vS'1 i n!�
(STAFF COMMENTS)
d. Are there surface indications or his(ory of unstable soils in the immediate vicinity? If so, describe.
N o n e-
(STAFF COMMENTS)
Page 4 of 14
d
e- Describe the purpose, type and 2pproximate quantities of any filling or grading proposed. Indicate source
of f Ill.
(STAFF COMMENTS).
f. Could eros;on occur as a resuh of clearing, construction, or use? If to, generally describe.
.NIR
(STAFF COMMENTS)
e- About what per i ccnt of the site will be covered with impervious surfaces after project congtruction (for
example, asphalt or buildings)?
(STAFF COMMINTS)
h. Proposed measures to redu�e or control erosion, or other impacts to the ear-th, if any:
NIA
(STAFF COMMINTS)
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 known.
-W 1A
(STAFF COMMENTS)
P*Qt 5 of 14
b. Arc tberc any off-site9ces of cmi3sions or odor that may effect ytroposal? If go, gencra.11y deuribe-
NQ
(STAFF COMMENTS)
C. Proposed measures to reduce or control emissions or other impacts to the, if any:
NIA
(STAFF COMMENTS)
3. WATER
AL Surface:
(1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and
seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If
appropriate, state what stream or river it flows into.
'k n n� P)aM-inq+-,.
(STAFF COMMENTS)_
(2) Will the projec( require any work over, In, or adjacent to (within 200 feet) the described waters? If
yes, please describe and attach available plans.
(STAFF COMMENTS)
(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 thfit would be affected. Indicate the source of fill
material.
(STAFF COMMENTS)
Pap 6 of 24
CKKLT DOCU -NOV 93
.33.
(4) Will the pro description,
I require surface water withdrawals or diversions' Give gcocrul
purpose, and approximate quantities if known.
No,
(STAFF COMMENTS)
(5) Does the proposal lic within a 100-year flondplain? If 30, note location on the site plan.
No,
(STAFF COMMENTS)
(6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe (he
.type of waste and anticipated volume of discharge.
(STAFF COMMENTS)
b. Ground:
(1) Will ground water be withdrawn, or will water.be disch2rged to g-round water? Give
general description, purpose, and approximate quantities if known.
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(STAFF COMMENTS)
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�(2) Describe wiute ' material that will be discharged into the ground from septic lanks or
other sources, if any (for example: Domritic sewage; industrial, Containing the
following chemicals...; agricultural; etc.). Describe the general size Of the aystem, (be
number of such syslems, (he number of houses to be served (if applicable), Or the
number of animals or humans the system(s) are expected to serve -
(STAFF COKM_ENTS)
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 now? Will this
water flow Into other waters? If so, describe.
-(STAFF COMMENTS)
(2) Could waste materials enter ground or surface waters? 1f so, generally describe.
L)n
(STAFF COMMENTS)
d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any.
N 1A
(STAFF COMKENTS)
Pite 8 of 24
CHKLT 0,001 �NOV-93
cit- 1 -9-7'3 3 3
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4. Plants
9.
Check or circle types of vegetation found on the site:
deciduous tree: aldcr, maple, aspen, other.
evergreen tree: fir, cedar, pine, other.
shrubs
pasture
crop or grain
wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other:
water plants: water lily, eelgrass, milfoil, other:
V/ other types of vegetation: n
(STAFF COMMENTS)
b. What kind and amount of vegetation will be removed or altered?
o n e-
(STAFF COMMENTS)
C. List threatened or endangered species known to be on or near the 31te.
(STAFF COMMENTS)
7.- -d -9 -:3 3
d. ProPosed landscapouse of native plants, or other matcrIals
site, if any: toopreserve or enhance vegetation on the
— --------------
(STAFF COMMENTS)
5. Animals
Check or circle any birds and animals Which have been observed on or near the site or arc known to be on
or near (he site: 1\) I A
birds; hawk, heron, C2glC, songbirds, other:
mammals: deer, bear, elk, beaver, other:
fish: bass, salmon, trout, herring, shellfish, other:
(STAFF COMMENTS)
b.
List any tbreatened or endangered species known to be On or near the site.
.None -
(STAFF COMMENTS)
C. Is the site parl of a migration route? If so, crplain.
(STAFF COMMENTS)
P890 10 of 24
CHYLTDOOINOV 93
KXM MS P E A
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d. Proposed measures to preserve or enhance wildlife, if any:
(STAFF -COMMENTS)
6. Energy and Natural Resources
IL What kinds of energy (electric, natural gm, 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.
I— I I t
(STAFF COMMENTS)
b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally
describe.
(STAFF COMMENTS)
C. What kinds of energy conservation featvres are included in the plans of this proposal? List other proposed
me,asures to reduce or control energy impacts, if any:
(STA." COMMENTS)
�r 14
r t-.7 ' .3 3 3
7. Environmentid Healti,
IL Are there any enviroamctital health h-azArds, including exposure to toxJc chemiciag, risk of fire and
6'plo3ion, spill, or hazardous wasic, (hat could occur as a result of this proposal? If so describe.
N o,
(STAFF COMMENTS)
(1) Describe special emergency services that might be required.
N o n P-
(STAFF COMMENTS)
(2) Proposed measures to reduce or control envi ronmental health hazards, if any:
(STAFF COMMENTS)
b. Noise
Whitt types of noise exisi in the area which may affect your pr oject (for example: traffic,
equipment, operation, other)?
.tQ
(STAFF COMMENTS)
CHXLT D001-HOV-9) pasc t2 or24
t
(2) What 0 30101ed with the project on 4 Short-term or
types in cvcls of noise would be created by r its
loog-ter7n bitsis (for example: traffic, construction, operation, other)? Indicate what hours noise
,would come from the site-
ma'k . r\ � r a v n � -�-Ame- 0 u � C-�
9-.:.-50 Q,'30 t': Oern `110
cA (i. t 3 o!p. rn Yo . 'rn.
V r CA" C-
(STAFF COMMENTS)
(3) Proposed measures to reduce or control noise impacts, if any:
(STAFF COMMENTS)
9. Land and Shoreline Use
L Wba( is the current use of the site and adjacent properties?
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(STAFF COMMENTS)
b. Has the site been used for agriculture? If so, describe.
(STAFF COMMENTS)
Page '1004
d
Ej�.,: 1
C. Describe any 1(rucson the site.
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(STAFF COMMENTS)
d. Will any structures be demolished? If so, what?
-ND.
(STAFF C�MMENTS)
r� What Is the current zoning classification of the site?
_jU C—
(STAFF COMMENTS)
f. What Is the current comprehensive plan designation of the site?
V C—
(STAFF COMM-ENTS)
g. If applicable, what is'the current shoreline master plan designation of (be site?
(STAFF COMMENTS)
Page 14 of24
CHUTDOCNI-MOV-9)
-.3 3 3
Has any part of A been classified 1'3 an "tn . vironmentally Altivc" area? If so, specify.
- No.
(STAFF COMMENTS)
Approximately how many people would rejide or work In the completed project?
(STAFF COMMENTS)
Approximately how many people would the completed project displace?
(STAFF COMMENTS)
k. Proposed measures to avoid or reduce displacement impacts, If any:
(STAFF COMMENTS)
1. Propos-ed measures to ensure the proposal is compatible with exisling and projected.land uses and plans, if
any: I I . I I I I I
(STAFF COMMENTS)
Pan 0 of 24
9. Housing 0
a. Approximately how many units would be proyided, if any? Indicate whether high, middle, or low,locorue
housing.
(STAFF COMMENTS)
b. Approximately how many units, If any would be eliminated? Indicate whether high, middle, or 10 W.
income housing,
--N I R
(STAFF COMMENTS)
C. Proposed measures to reduce or control housing impacts, if any:
N [A
(STAFF COM-MENTS)
10. Aesthetics
R. What is the tallest height of any proposed structure(s), not including antennas; what is the principle
ex-terior building material(s) proposed?
.. t E, Y, � �'- V'k Y - ) 9 -
(STAFF COMMENTS)
Pa ge 16 of 2 4
-:3 3 J
b. What views in the*ediate vicinity would be altered or obstrufk?
(STAFF COMMENTS)
ce Proposed measures to reduce or control aesthetic Impacts, if any:
NIA
(STAFF COMMENTS)
Ught and Glare
A. WhAt type of light or glare will the proposal pr oduce? What time of day would it mainly occur?
N c)a e-,
(STAFF COMMENTS)
b. Could light or glare from the finished project be a safety hazard or interfere with views?
U p n e-
(STAFF COMMENTS)
C. What existing off-iite sources of light or glare may affect your proposal?
(STAFF COMMENTS)
-74-- -:3 3
d. Proposed measures t0duce or control light and glare impacts, ifto
N
(STAFF COMMENTS)
12. Remotion
A. What de3ignated and informal recreational opportunities are in (he immediate Yicinity?
A
(STAFF COMMENTS)
b. Would the proposed project displace any existing recreation uses? If so, describe.
(STAFF COMMENTS)
C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be
provided by the project or applicant, If any:
(STAFF COMMENTS)
Past It OfI4
CKKLT.D0C\1.N0V-9)
.7 t- : :.1,j 1 -8 3 J
13. Historic and Cultural PreSCMAtiOn
A. Are there any places or objects listed on, or proposed for, nationat., state, or local preservation registers
known to be on or next to the site? if so, generally describe -
(STAFF COMMENTS)
b. Gener&Jly describe any landmarks or evidence of historic, archaeological, scientific, or culturai
importance known to be on or next to the site-
N 114
(STAFF COMMENTS)
c- Proposed measures to reduce or control impacts. if any:
N JA --
(STAYF COMMENTS)
14. Transportation
R. Identify public streets and highways serving the site, and describe proposed access to the existing street
sysiern. Show on site plans, If 2ny.
Ma I \�� . -
b nd a r �--j e- n �-(-
,J+ n
(STAFF COMM-ENTS)
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3 3
b. Is site currently by pubile trAnsit? If no, what is Ilic a imate distance to the ocaregi tritniii
slop?
(STAFF COMMENTS)
C. How Inany parking spaces would (he compided project have7 HOW MMY Would the Droiect clirninntP9
(STAFF COMT4ENTS)
d. Will the proposal require any new roads or streets, or improvements to- existing roads or sireets, not
including driveways? If so, generally describe (indicate whe(her public or private).
-Nn.
(STAFF COMMENTS)
Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so,
generally describe.
No
(STAFF COMMENTS)
NBC 20 or 24
f. How many vehicular ots, per day would be generated by the compfeeld project? If known, indicate wben'
peak volumes would occur.
ri CL
q
IU V-e-Ck k
q e-1V-\ k C)
-5c) �-kDo"J
(STAFF COMMENTS)
g. Proposed measures to reduce or control transportation impacts, if any.,
IQ I
(STAFF COMMENTS)
IS. Public Services
IL Would the project result in an increajed need for Public iervices (for example: fire protection, police
pro(ection, health care, schools, other)? Jf so, generally describe,
No.
(STAFF COMMENTS)
b. Proposed measures to reduce or control dirftt impacts on public services, if any:
N I A
(STAFF COMMENTS)
Pate 2 1 of 24
-- t- . I - -�17 -3 3 3
-16. Utilities
SL Circle utilities currently available at the sitc: (,/C�Icctric�ity
Septic SySteni, other: . �&�tural tiaswa�ter��crusc service,
(STAFF COMMENTS)
b. 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.
NIA
(STAFF COMMENTS)
C. SIGNATURE
The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to
make its decision.
Signature of Proponent Date Submined
Page 22 of 2 4
-97-23-�
t
D. sUPPLEM-ENTAL SHEET*R NONPROXECT ACTIONS 10
(do not use this sheetfor project actions)
secause these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the
environment.
When answering tbm queslions, be aware of the c)ctent (hc proposal, or the typcs of activities likely to rmll from the
proposal, would affect the item at 2 greater intensity or at a faster rate than if the proposal were not implemented. Respond
briefly and in general temis.
1. How would the proposal be likely to Increase discharge to water; emissioos to air; production, storage, or relcale 0(
toxic or hazardous substances; or production of noise?
Proposal measures to avoid or reduce such increases are:
2. How would the proposal be likely to affect plants, animals, fish, or marine life?
N I is,
Proposed meanires to protect or conserve plants, animals, Fish, or mHrine life are;
W 1p,
3. Uow would the proposal be likely to deplete energy or natural resourecs?
Proposed measures to protect or conserve energy and natura.1 resources are:
Nec 21 of24
4. How would the proposal be likely to*or affect environmentally sen3itive aresuearem dcslpjkted (or eligible or
under swdy) for governmental protection; such as park%, wildernesi, wild and scenic rivers, threatened or endangered
species habitat, blitotic or cultural sites, wetlands, noodplain3, or prime far I mlamds?
Proposed measures to protect such resources or to avoid or reduce impacts are:
S. How would (he proposal be likely to affect land and shoreline use, including whether it would allow or encourage land
or shoreline uses incompatible with existing plans?
6.
Proposed measures to avoid or reduce shoreline and land use.impacts are:
t\) I Pt
How would the proposal be likely to increase demands on transpor-tation,or public services and utilities?
AIR
Proposed measures to reduce or respond to such demand(s) are:
i\j
7. Identify, if possible, whether the proposal may conflict with local, state. or federal laws or requirements for the
protection of the environmcn.l.
KI
Page 24 of 24
r
... - : -(-,I �- �- '.I -- :4. --:3 3
�080H TRZ�FHC C0M_SUL7/%H78
TRAFFIC ENGINEERING o TRANSPORTATION PLANNING
1712 PACIFIC AVENUE o SUITE 100 - EVERETT, WA 98201 o PH: (425) 339-8266 o FAX: (425) 258-2922
June 2, 1999
mvmo
Mr. Gordy Hyde 3 - Xg
City of Edmonds, Engineering Dept.
121 - 5th Avenue North
Edmonds, Washington 98020
RE: Seattle Baptist Church in Edmonds; 24228 76th Avenue W; File No. CU-99-45
Revised -Off-Site Mitigation for Proposed Development; GTC Project No. 99-054
Dear Mr. Hyde:
Per our phone conversation, Gibson Traffic Consultants (GTC) has revised the off -site mitigation
proposed in our May 10th traffic impact analysis for Seattle Baptist Church. The off -site
mitigation consisted of mitigation fee calculations.
Recommended Off -Site Improvements/Mitigation
The City, -.h,as.,,-.a mitigation,; fee �of-:;$24Q.06 per weekday p.m. peak hour trip generated by
developrn s
.eqt in r the: site. -:vicinity;! -imp I This fee is based on
4c�tin capacity improvements.
.9
transportation improvement projects included in the City's 6-Year TIP. Per the trip distribution
in,,Qur-, traffic study,. � SeattleliBaptist Church would add'35% of its 12 total weekday p.m. peak
hour -trips to the SR-99 corridor improvements. Thus, the Seattle Baptist Church project should
pay the City of Edmonds a mitigation fee of $1,010.77 (12 x 35% x $240.66/p.m. peak trip).
We trust that this memorandum letter adequately addresses the off -site mitigation issues for the
proposed Seattle Baptist Church in Edmonds. If you have any questions on GTC's analysis or
findings, please feel free to call me at (425) 339-8266. Thanks, Gordy.
Sincerely,
GIBSON TRAFFIC CONSULTANTS9 INC. P.S.
'A
COUNTS/SURVEYS o SITE IMPACTS o LOS ANALYSIS o EIS o HEARINGS o SAFETY o SIGNALS o PARKING
0
MEMORANDUM
Date: May 17,1999
To: Planning Division
From: Gordy Hyde, Development Services Engineer
Subject: CU Application for Seattle Baptist Church at 24228 — 76" Ave. W.
(CU-99-45)
The traffic report submitted is approved. The applicant and the City Engineer are in the
process of agreeing upon an appropriate mitigation package, but the submittal is complete at this
time.
Prior to approving the necessary building improvement permits, the applicant must provide
the following items:
A copy of the agreement regarding. sharing parking with your neighbor.
Submit parking configuration plan.
Show driveway width, cross section and slope.
The applicant must -comply with the conditions of any future applications. The Engineering
-Di-v-ision.has no othercomments onthe subject application._
City of Edmonds
Development Services Department
Er5 ILE
SREET ADDRESS
CITY OF EDMONDS BARBARA FAHEY
MAYOR
7110 - 210TH ST. S.W. - EDMONDS, WA 98026 - (425) 771-0235 - FAX (425) 744-6057
COMMUNITY SERVICES DEPARTMENT - PUBLIC WORKS DIVISION
411 C. 18,413
August 15, 1991
Mr. Scott Parrish, Manager
World Gym,
24228 76th Ave. W.
Edmonds, WA 98020
Re: Water Leak Credit
Dear Mr. Parrish,
I have reviewed the circumstances involving your water service leak which occurred this
past winter. We calculate there were 308 units of water that were lost, above your
historical consumption pattern. Our standard leak credit policy allows us to charge you
only for the wholesale cost of the water lost plus a 15% administrative charge. In addition,
there is no charge for sewer service for the 308 units of water. A total of $1004.75 will be
credited to your account.
According to our records, World Gym has an outstanding balance of $2951.52 due as of
July 15, 1997. Adjusting for the credit of $1004.75, World Gym currently has an
outstanding water and sewer balance of $1946.77. We will require this amount to be paid
in full by Noon, September 2, 1997. If not paid in full, your. water service will be
terminated until such time as it is paid in full.
If you have any questions, please do not hesitate to call me or Jim Waite, Water/Sewer
Supervisor, at 771-0235.
Sincerely,
Noel F. Miller, P.E.
Superintendent of Public Works
cc: Jim Waite, Water/Sewer Supervisor
Chuck Day, Finance Manager
NM/hm
wordata\water\worIdgym e Incorporated August 11, 1890 0
Sister Cities International —,Hekinan, Japan
STREET?DDRESS H.S.
CITY OF EDMONDS BARBARA FAHEY
MAYOR
7110-21 OTH ST.S.W. * EDMONDS, WA 98026 a 1206) 771-0235 - FAX (206) 744-6057
COMMUNITY SERVICES DEPARTMENT - PUBLIC WORKS DIVISION
S t
May 9, 1997
World Gym
24228 - 76th Ave. W.
Edmonds, WA 98020
Subject: Termination of Water Service - Account #607850
It has come to my attention that your business is now and has been delinquent on
water/sewer payments since April of- 1995. The last payment received towards this account
was on March 3, 1997 which still left a balance of $650.53.
Since then, you have received a bill that included the water leak which occurred in
February. A ".leak credit" adjustment may be available for this bill with your application
request in writing and including copies of related repair bills. On April 17, the next
month's bill was sent and as of today we have received no explanation of your delinquency
on any recent billings.
Please contact Chuck Day at 775-2525 or Scott Highland at 771-0235 as soon as possible.
If no payment or specific arrangements are made regarding this account, water service will
be terminated on June 2, 1997.
Sincerely, .
Noel F. Miller, P.E-.
Superintendent of Public Works
SH/lk
cc: Chuck Day, Account Manager
Ilene Larson, Utility Billing Clerk
Scott Highland, Acting Water/Sewer Supervisor
wordata\water\#607850 e Incorporated August 11, 1890 9
. Sister Cities International — Hekinan, Japan
UMMASMNT
City of Edmonds
PAGE 3
04/16/47
12:38
Print Master
File Account Details
Account: 6-07850
History
m-m.-m-m-m-
1)
........................................................
Water Surcharge
Sewer Misc
Fees
DEP:
Unapp
Total
2)
DEP:
Balance
Read Date
Sery Days
Read I Read 2
Read 3
Consumptio
Avg/Day
--------------------------------------------------------------------------------
Water
08/01/96
30
20688
. 0
0
60
2.000
B 1
106.62
6.13
133.20
0.00
0.00
0.00
245.95
Balance:
1045.81
08/12/96
R 1
133.92-
7.70-
68.41-
0.00
0.00
0.00
'210.032-
Balance:
799.86
07/17/96
Water
07/02/96
28
20628
0
0
54
1.928
B 1
98.82
5.68
119.88
0.00
0.00
0.00
224.38
Balance:
1009.89
06118196
Water
06/04/96
32
20574
0
0
68
2.125
B 1
117.02
6.73
150.96
0.00
0.00
0.00
274.71
Balance:
785.51
06/17/96
R 1
85.89-
0.00
114.11-
0.00
0.00
0.00
200.001
Balance;
510.80
05/31/96
R 1
72.14-
5.76-
122.10-
0.00
0.00
0.00
'200.00-
Balance:
710.80
05/24/96
R 1
191.51-
13.23-
295.26-
0.00
0.00
0.00
500.00-
Balance:
910.80
05/16/96
Water
05/03/96
31
20506
0
0
76
2.451
B 1
127.42
7.33
168.72
0.00
0.00
0.00
303.47
Balance-
1410.80
04/3.7/96
Water
04/02/96
28
20430
0
0
81
2.892
B 1
133.92
7.70
179.82
0.00
0.00
0.00
321.44
Balance:
1107.33
04/02/96
R 1
230.36-
14.35-
301.78-
0.00
0.00
0.00
546.49-:
Balance:
7 85.89
03/19/96
Water
03/05/96
29
20349
0
0
55
1.89,6
B 1
100.12
5.76
122.10
0.00
0.00
0.00
227.98
Balance:
1332.38
03/08/96
R 1
211.94-
12.19-
275.87-
0.00
0.00
0.00
-SOO.00-
Balance:
1104.40
02/16/96
Water
02/05/96
28
20294
0
0
67
2.392
B 1
115.72
6.65
148.74
0.00
0.00
0.00
271.11
Balance;
1604.40
01/18/96
Water
01/08/96
34
20227
0
0
66
1.941
B 1
114.42
6.58
146.52
0.00
�.00
0.00
267.52
Kos
Balance:
1333.29
jft\tJ ORLD GI tA
WZ*2-?-Ia
UMKASMNT City of Edmonds PAGE 2
04/16/97. 12:138 Print Master File Account Details
Account: 6-07850
History
.................................................................. T .............
1) Water Surcharge Sewer Misc Fees DEP: Unapp Total
2) DEP: Balance
Read Date Sery Days Read 1 Read 2 Read 3 Consumptio Avg/Day
------------------------ 7 -------------------------------------------------------
04/17/97
Water 04/03/97 27 21532 0 0 59 2.185
B 1 105.32 6.06 130.98 0.00 0.00 0.00 - (:�
Balance: 2267.59
03/14/97
Water 03/07/97 28 21473. 0 0 13.357
(T. r � - � .." I
I
1 514.82 29.60 830.28 0.00 0.00 0.01- #4
03/03/97 Balance: 2025.23
R 1 155.03- 11.22- 133.75- 0.00 0.00 0.00 .300.00-�
Balance: 650.53
02/24/97
R 1 135.22- 7.78- .157.00- 0.00 0.00 0.00 300.00-'
Balance: 9SO.53
02/21/97
R 1 211.11- 6.88- 282.01- 0.00 0.00 0.00 '500.00-
Balance: 1250.53
02/20/97
Water 02/07/97 31 21099 0 0 88 2.838
B 1 143.02 8.22 195.36 0.00 0.00 0.00 346.60
Balance: 1750.53 eL-
01/16/97
Water 01/07/97 32 21011 0 0 65 2.031
B 1 113.12 6.50 144.30 0.00 0.00 0.00 263.92
I Balance: 1403.93
12/17/96
Water 12/06/96 32 20946 0 0 55 1.718
B 1 100.12 5.76 122.10 0.00 0.00 0.00 227.98
Balance: 1140.01
11/18/96
Water 11/04/96 32 20891 0 0 51 1.593 11;6
B 1 94.92 5.46 113.22 0.00 0.00 Q.00 213.60
Balance: 912.03
10/18/96
R 1 113.95- 11.81- 153.56- 0.00 0.00 0.00 279.32-"
Balance: 698.43
10/17/96
Water 10/03/96 29 20840 0 0 82 2.827 'BALAWa "AS WO-T BICCI� PA110 S""C-C
B 1 135.22 7.78 182.04 0.00 0.00 0.00 325.04 APR% L Or 195S.
10/14/96 Balance: 977.75 -"-z9S
R 1 117.02- 6.73- 201.25- 0.00 0.00 0.00 325.00- r7 i o-) -F:o--m -r000 -ro cAL
Balance: 652.71 '5 ACA<
10/07/96
R 1 127.42- 7.33- 215.25- 0.00 0.00 0.00 350.00--
Balance: 977.71
09/19/96
Water 09/04/96 34 20758 0 0 70 2.058
B 1 119.62 6.88 155.40 0.00 0.00 0.00 281.90
Balance: 1327.71
08/19/96
UMMASMNT
City
of Edmonds
PAGE
04/lE/A7. 12.�'38 Print Master
File Account
Details
Account:
6-07850
Screen 1
................................................................................
*** Tenant Information
*** Owner Information
01 Name NORTHWESTERN GYM
09
Name NORTHWESTERN GYM
02 Care of WORL-0 it
10
Care of
03 Addr 1 24228 76TH AVE W
11
Addr 1
04 Addr 2
12
Addr 2
05 City EDMONDS
13
City
06 State WA 07 Zip 98026-9104
14
State 15 Zip
08 Phone (206) 778-2582
16
Phone (000) 000-0000
............ = ..............
IS Water
916.29
--- Meter Reading Information—
19 Surcharge
50.38
17 Location 24228 76TH AV W
20 Sewer
1300.92
Current
Previous .21 Previous Due
2025.23
24 Curr 59 25 Date 04/03/97
26
03/07/97 22 Current Due
242.36
27 YTD 586 28 Rdng 21532
29
.21473 23 Balance
2267.59
32 LTD 2019 30 Rdng 0
31
0 ..... = ... —.z .............
33 Meter #: 2693
35 Extension Dt
00/00/00
34 Location
36 Acct Setup
00/00/00
NE COR PROP ON 242
37 Last Pay
03/03/97
38 Last Bill
04/17/97
39 Due Date
03/28/97
40 Status
A
Screen 2
1
............ — ......... ..............................................
** Misc Codes ** Rate Codes ***
** Units ** ***Meter
= .......
Info***
01 Status A 14 Water 610
1 1/2
15 1.00 22 Meter BrndSR
02 Type 05 16 Surcharge001
TAX
17 1.00- 23 Meter #:
2693
03 Cycle 01 18 Sewer 611
1 1/2
19 1.00 24 ID Meter
04 In/Out 1 20 Misc 000
NOCHG
21 0.00 25 typ e M
C
05 Sort Cd 0000
26 # Readings
1
06 Est Flag N
27 Mass Code
HCP
07 #Tenant 1
28 Install Dt
01/16/79
08 #Owner 0
29 Shutoff Dt
00/00/00
09 Respon? T
30 Route
601
31 Sequ
31400
10 Penalty N
32 Codes
SE1 B
11 Past Note T
33 ADDR. CODE
1 00
12 Shut Note T
34 ADDR CODE
2 00
13 Account Info
STREET FILE
October.7, 1981.
MEMO TO:. Architectural'Design Board
FROM: -Dan Smith
Planning/Engineering Inspector
SUPJECT: ADB MEETING/OCTOBER T, 1981
ADB-64-81 JOSEPH FOSHAY
Review of sign for "Calliels Hair Fashions", a
beauty shop at 301 3rd Avenue North. (RM-1.5)
No comment.
ADB-70-81 GENERAL COMMERCIAL CORP.
Review of sign for 33 unit condominium, "Edmonds
Estates' at 7510 208th Street S.W. (RM-1.5)
.No comment.-
ADB-73-81 ED CHEIN
Review of storage shed for apartment building
at. 7806 196th Street.S.W. (RM-1.5)
No comment.
ADB-74-81 PHILIP JOHANSEN
Review of sign for "Antique Clocks" at
537 Main Street. (BC)
No comment.
ADB-65-81 JAMES MARTIN
Review or storage shed for maintenance of property
at 18606 ' 76th Avenue West. (BN)
No comment.
ADB-3-81. BERT STOLE
Review of —site, elevations ' and landscaping for
remodel of single family home to professional
office building at 611 Main Street. (BC)
The design as submitted is acceptable. The
parking will be allowed to back into the alleyway.
Drainage system per city drainage engineers require-
ments, due with building permit.
ADB-66-81 FIRST SERVE RACQUETBALL CLUB
Review t site, elevations and landscaping for
addition at 24228 76th*Avenue West. (BN)
The new parking is acceptable as designed. A detailed
development plan showing all new utility systems,
parking improvements, drainage systems etc. must be
1�
0
Memo to ADB Members.
Page 2 - October 7, 1981
be turned in and approved by the City Engineer
prior to Building Permit review. Owner will be -
required to sign a 'support of LID form' for
future improvements in 242nd Street S.W.
ADB-67-81 DOCES ENTERPRISES
eview of remodel
24111 Highway 99.
of existing facility at
(CG) .
New parking area'as.-presented appears.satisfactory.
ADB-�68-81 'THE-'CALLISON PARTNERSHIP
Review of site,.elevations and landscaping for
remodel of.bu.ilding..at.120 5th Avenue'.South.--...(BC)*
The parking lot as.shown,jLs-Acce��ab'l'e.',.-Permanent
curb stops must-be.provided.for all,parkin*g stalls.
Also, the city'shdll require that I the -sidewalk
paneis that are broken,or damaged along the Dayton*
Street and 4th Avenue property lines -be replaced.
ADB-69-81 DAN AND MEL'..BROOK .
Review of sign, "Yankee Trader" at 117 5th Avenue North.
(BC)
No comment.
ADB-71-81 JERILYN CHENEY BRUSSEAU
Review of landsca'p3ng. awnings and parking addition
to "Brusseau's" at.117 5th Avenue South.- (BC)
Existing curb cuts on 5th to be removed and sidewalk
to be brought to city standards.
ADt-72-81 DANIEL BRADY
Review of proposed professional office building at
8326 196th.Street S.W. (RM-2.4)
DS/mt
The parking/backout-areas to be paved per City
standards.
CITY OF EDMONDS 'L El
'APPLICATION
to the
ARCHITECTURAL DESIGN BOARD
DATE41_:�� 1�-J FILE #
SITE PLAN
BUILDING PLANS (3): ELEVATIONS
LANDSCAPE
ENVIRONMENTAL DATA_,Z RECEIPT #
SIGN EXHIBITS FEE RECPT
PLAN MODIFICATIONS TO FILE NUMBER:
HEARING DATE
OWNER/REPRESENTATIVE Mg. 1�517r-VLV_* WAU-Te4��_ PHONE -7 C��-7
ADDRESS- -2-+ -z -L e -1 Vi k *W_ - U) - - T�m ZIP CODE I&OZO
ARCHITECT/DESIGNER L,"(C' P61-JrPOO 44ATV&T� teLLEWO PHONE 560-2-
PROPERTY ADDRESS 'A\JC-; ZONING tQ
LEGAL DESCRIPTION
PLANS SUBMITTED FOR APPROVAL:
1 .
Building Plans - Preliminary
Site Plan
Final
Landscape Plan
2. Sign Elevations ---Site Plan Landscape Plan-
3. Modification of previous approval
EXISTING USE OF PROPERT
DESCRIPTION OF PROPOSAI
Elevations
-ro F__)090ru.� . WV4444T RMAL Pr "PM0#JArL_
APPROXIMATE DATE WORK WILL BEGIN ON PROJECT -As-
ESTIMATED TIME FOR COMPLETION OF WORK _Aos-
RELEASE/HOLD HARMLESS AGREEMENT: The undersigned applicant, his heirs and assigns, in
consideration for the City processing the application agrees to release, indemnify, defend and
hold the City of Edmonds harmless from any and all damages and/or claims for damages,
including reasonable attorneys; fees, arising from any action or inaction of the City whenever
such action or inaction is based in whole or in part upon false, misleading or incomplete
information furnished by the applicant, his agents or employees.
PERMISSION TO ENTER SUBJECT PROPERTY:
The
mission for public officials and the staff
property for the purpose of inspection and
undersigned applicant grants his, her or its per -
of the City of Edmonds to enter the subject
posting attendant to this application.
n a t u r e �of A p �pl i c a �nt
LEGAL DESCRIPTION
The north 384 ft. of Tract 10, Lake McAleer Five Acre.Tracts,
according to plat thereofrecorded in vol. 5 of plots, pg. 48
records of Snohomish County, Washington; EXCEPT the north 10 ft.
and the east 40 ft. thereof conveyed to the City of Edmonds,
for road purposes by quit claim deed recorded June 9, 1964
under Auditor's File No. 1703055; and EXCEPT the south 150 ft.
of the north 160 ft. of the west 125 ft. of the east 165 ft.
thereof; and EXCEPT the south 115 ft. of the west 110 ft.
of the east 150 ft. thereof; and EXCEPT that portion of the
west 2 ft. of the east 152 ft. of the south 115 ft. thereof
lying south of that certain easement described in instrument
recorded October 19, 1966 under Auditor's File No. 1905899.
Situate in the County of Snohomish, State of Washington
I
lid
,31,
z
Ic
-j �
CL
:w
R; LL
I I
Fit,
pim
-IiTL-i
I Ira ! s
—NO)EEWF nHIHON009Z
��JnA31139 - 0013 1 Ifl'; -.��M —d
A 83 S=-.L- S H kfEOJ--- S NO I I I G CLV=-
I
%
,
A-1
�j
I z
A- I
c"
I'
SIGNED
7�5
DATE SIGNED
� A� -
e4S469
,.�fND PARTS I AND 3 WITH CARBON INTACT.
PM PAK (50 SETS) 4P 469 PART 3 WILL BE RETURNED WITH REPLY.
CITY OF EDMONDS 0 6
EDMONDS, WASHINGTON
APPLICATION.TO HEARING EXAMINER
FOR CONDITIONAL USE PERMIT
File No &
Date
Fee 60- dv
APO'S
Rect. No.'& 2
HEARING,DATE 19
&D �6e*FWAY
APPLICANT: Lao(s/@Lop MM4*DRESS '$.PAA�ft WA. PHONE. 1-11-t;(002_-
^11f604 J164 CA&M I
Indicate type or degree of interest in the property: —
OWNER: ADDRESS ;LqLz4 -7(AN&LA PHO
E12MiaLMS tiE.-1145 _0V-P7
LOCATION OF PROPERTY(ADDRESS)
LEGAL DESCRIPTION OF PROPERTY 5F_f� A-MA.6* AEC)
To be completed by the Planning Division: Use Zone 41V
Legal description checked and approved by: Date:
VICINITY SKETCH:
Examp
6U6.)Tr_r
vltop�
PLEASE SHOW BELOW A VICINITY SKETCH AS PER EXAMPLE,
INDICATING NORTH.
CONDITIONAL USE REQUESTED:
-16 thAVE. W.
wwpwr
PROPERre
RECEIVEZ)
SEP 0 81981
DI: -
DETAILS OF PROPOSED USAGE: AMrnoAMN;A_W�;o M-v,,o32gM9M-MT
Awr!�r. x J0 rr. tawp- &*,kemwe /,00er, z*�T, x
5c) Er-. Walakl ff-MkiWA Vp6A 6) 10 r-T.,kion. L-00-Ere- P-000
-ro oaevrivjo R&z4uerre-aW PAOU
__0 C-0 M 6
SEkTa-ture ol Applicant, -Owner or
Representative
RELEASEMOLD HARMLESS AGREEMENT
The undersigned applicant, his heirs ana assigns, in consideration for the
City processing the -application agrees to release, indemnifv, defend and
hold the City of Edmonds. harmless from anv and all damages and/or claims for
damages'. including reasonable attorneys' fees, arising from anv action or
inaction of the City whenever such action or inaction is based in whole or
in part upon false, misleading or incomplete information furnished by the
applicant,. his agents or employees.
PERMISSION TO ENTER SUBJECT PROPERTY
The undersigned applicant grants his, her or its permission for public
.officials and the staff of the City of Edmonds to enter the subject
property for the purpose of*insDection and posting attendant to this
application.
�—O-C.J V crp�
-licant, Own �ror
I gy n �o �Ap� v I i �ca n t �.0 r o r
Representative
94"
LEGAL DESCRIPTION
The north 384 ft. of Tract 10, LAke McAleer Five Acre Tracts,
according to plat thereofrecorded in vol. 5 of plots, pg. 48
records of Snohomish County, Washington; EXCEPT the north 10 ft.
and the east 40 ft. thereof conveyed to the City of Edmonds,
for road purposes by quit claim deed recorded June 9, 1964
under Auditor's File No.-1703055; and EXCEPT the south 150 ft.
of the north 160 ft. of the west 125 ft. of the east 165 ft.
thereof; and EXCEPT the south 115 ft..of the west IiO ft.
of the east.150 ft. thereof; and EXCEPT that portion of the
west 2 ft. of the east 152 ft. of the south 1 ' 15 ft. thereof
lying south of that certain easement described in instrument
recorded October 19, 1966 under Auditor's File No. 1905899.
Situate in the County of Snohomish, State of Washington
F�
Z
U
.4
0
U
W
co
0
E-
Z
�D
0
CITY OF EDMONDS
PUBLIC WORKS DEPARTMENT ILE
RIGHT - OF - WAY CONSTRUCTION $RTBEET
A. *Ad -dress or vicinity, of Construction
�24228 76 AV W - Plat 4 167�z -9-
o Owner: WashincIton Natural GA C
Name
805 156 AV NE
Mailing Address
Bellevue, Wash. 9800
City, . State, Zip Code
Contractor: Same As Above
Name
Mailing Address
City, State, Zip Code
PTemit N21—/ V
Issue Date 7-7—?/
0 Permit Issued To:
Type of Work to be Done:
Valve Maintenance
Work in Connection With:
0 Sub or Plat 1?F Single Fam, ly
El Comml. / Ind. 0 Apt. Condo.
Pavement Cut: El Yes El No
State License Number
Telephone Number
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
B. APPLICANT TO READ AND SIGN
INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless
from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made
against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal
proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit.
Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year
following the final inspection and acceptance of the restoration by the Engineering Division.
Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at
which time a debit or credit will be processed for issuance to the applicant.
Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic
Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call
775-2525, extension 220.
I understand that this permit must be availabigrat the job site
Signature:
purppses at all times.
July 6, 1981
Okney Agent
THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES
CALL DIAL - DIG PRIOR TO BEGINNING WORK
C. Issued By: �!
Time Authorized:' Gd after ZO days
Special Conditions:
Ammendments:
Permit Fee:
Security Deposit:
Receipt No.:
Fund Ill Fee:
Street Cut Dimensions
X
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
Eng. Div. December 1978
CASCADEO Ll-C2375 PRINTED IN U.S.A.*
SENDER: DETACH THIS PART AND FILE FOR FOLLOW UPj
� .;t
JAMES H. REID
LEROY F. MIDDLETON
C. WAYNE JONES
LLOYD H. NELSON Nut
Rea,
Wa4wAl 14d"C&&4I
47"a ENGINEERS 9 SURVEYORS * PLANNERS
324 Main Street e Edmonds, Washington 98020 e (206i 775-3434
d e
May 23, 1978
File No. 5330-B
Page 1 of 3
NS
GISTE 10 �4�" � RECEIVED
STORM DRAINAGE RETENTION/DETENTION CALCULATIONS
MAY 2 G 1978
FOR
PROPOSED FIRST SERVE RACQUET COURTS Public Works Dept.
IN SE4, SE4, SECTION-31, T27N, R4E, W.M. CITY OF EDMONDS
P. W. DEPT. ENGINEERING DIV,
EDMONDSP WASHINGTON EXAMINED
BY 11(10— DATE_4107
REMARKS__4f
Site Information y���
Area = 1.77 Acre
Average = 2% +- Northerly
Site*Conditions r Previously graded site w/light scrub growth on Westerly portion
of property with existing asphalt drive.
Estimated runoff coefficient = 0.30
Using the'Yrjanainen and Warren Method for simple retention/detention basin design,
the following calculations are to determine the required volume of retention for.
this development.
Time to Concentration = 410/0.4)(60) + 10 min. = 14.9 min.
Intensity = i = 1.30 in/hr. @ 10-year storm frequency (Seattle Curve)
Existing C = 0.30
Prorating future C Building Area
= 0.27
Ac @
0.90
Asphalt Area, excluding Asphalt Drive
= 0.50
Ac @
0.85
Planter Area
= o.6
Ac @
0.20
Area to Remain Undeveloped =
o.40
Ac @
0.30
0, 4 0� ir-L
(0.27)(0-90) + (0-50)(0-85) + (0.60)(0.20) + (0.40)(0-30)
— = 0.511"/ O"?o
1.77 /,-77
Q ex%isting = Qu = CIA = (0-30)(1-30)(1-77) = 0.69 c.f.s,. ,�
MUNICIPAL ENGINEERING 9 WATER SUPPLY'* WASTE TREATMENT e SURVEYS & CADASTRAL ENGINEERI , NG
AIRPO.RT PLANNING & DESIGN a MARINA'S 0 PORT & INDUSTRIAL DEVELOPMENT e FEASIBILITY STUDIES
0 0
May 23, 1978
File No. 5330-B
Page 2 of 3
Q allowable = 0.69 c.f.s.
Qo Q Allowable 0.69 0.76 c.f.s. Ac. C-"'
Acreage x ruture-Runoff CoefTri—crl-e—nt = (1-77)(07V
Future
Assume orifice outlet conditions exist
T -25 + - 41-762/Qo -25 + 4-1-762/0-76 = 23.1 . 5
Vs 2820T -4o QoT (2820)(23-15 -40 (0-76)(23-15)
T + 25 23-15 + 25
652.06 ft3/Acre C Future
V total Vs x'Ac x C future = (652.06)(1-77)(0-51) = 588.61
Total Required Storage = 588.61 ft3 /,-
Sizing Orifice
Q max. = 0.69 c.f.s.
Q = CdA F2g—h Assume h 4.01
0.69 = 0.62 A 4(64 —4)(4)
Solving for A= . 0.69 0.0693 ft2 = 3.56" orifice
0.62 4(64.4)(4)
Uses 31" orifice = 0.0668
therefore, h will change
2 2
h 0.69 4.311
(0.62)(O.-OTW
/2g (I ) /64.4
V
0
May 23, 1978
File No. 5330-B
Page 3 of 3
Sizing Retention/Detention System
Total Storage Required = 588.61 ft3
Install 327 I.f. 8" Helical 14-Ga. Aluminum Storm Sewer
Volume of Subsurface storage
Volume
of
CB
No.
I
= 54.16
ft3
Vo'lume
of
CB
No.
2
= 21.04
ft3
Volume
of
CB
No.
3 =
21.27
ft3
Volume
of
CB
No.
4
= 19-78
ft3
Vol ume
of
CB
No.
5
= 9.25
ft3
'
Volume
of
CB
No.
6
= 10.40
ft3
Volume of Pi�e Storage = 114.16 ft3
Total Subsurface Volume = 249-76 ft3
At CB No. 2 top of grate is 0.5' be.low overflow pipe in CB No. 1, therefore,
surface ponding will occur. Total ponding volume in this asphalted concrete
parking area = 363.28 ft3, with maximum water surface elevation = 298.95.
Total Volume of Retention System = 613-04 ft3
613-04 ft3 > 588.61 ft3
ok
0--
JAMES H. REID
LEROY F. MIDDLETON
C. WAYNE JONES
LLOYD H. NELSON
gee, f ILE
Rea, ft44&e&a & AjoaWW, IoCC. ENGINEERS 9 SURVEYORS e PLANNERS
324 Main Street e Edmonds, Washington 98020 0 (2061 775-3434
May 23, 1978
File No. 5330-B
Page 1 of 3
Q/STE STORM DRAINAGE RETENTIONIDETENTION CALCULATIONS
'ONAL
FOR
PROPOSED FIRST SERVE RACIQUET COURTS
IN SE4, SE4, SECTION 31, T27N, R4E, W.M. CITY OF EDMONDS
P. W. DEPT. ENGINEERING DIV,
EXAMINED
EDMONDS, WASHINGTON BY DATE
REMARKS
Site Information
Area = 1.77 Acre
Average = 2% +- Northerly
Site*Conditions - Previously graded site w/light scrub growth on Westerly portion
of property with existing asphalt drive.
Estimated runoff coefficient = 0.30
Using the Yrjanainen and Warren Method for SiMple retention/detention basin design,
the following calculations are to determine the required volume of retention for.
this development.
Time to Concentration 410/0.4)(60). + 10 min. = 14.9 min.
Intensity = i = 1.30 in/hr. @ 10-year storm frequency (Seattle Curve)
Existing C = 0.30
Prorating future C Building Area =
0.27
Ac @
0.90
Asphalt Ar ' ea, excluding Asphalt Drive =
0.50
Ac @
0.85
Planter Area =
0.6
Ac @
0.20
Area to Remain Undeveloped =
DAD
Ac @
0.30
.(0.27) (0-90) + (0-50) (0-85) + (o.6o) (0.20) + (0.40) (0-30) - 0.51
1.77
t
Q ex,i s t i ng = Qu = C I A = (0 - 30) (1. 30) 0. 77) = 0. 69 c. f . s.
MUNICIPAL ENGINEERING* WATER SUPPLY *WASTE TREATMENT* SURVEYS C7 CADASTRAL ENGINEERING
AIRPORT PLANNING & DESIGN 0 MARINAS 0 PORT & INDUSTRIAL DEVELOPMENT a FEASIBILITY STUDIES
May 23, 1978
File No. 5330-B
Page 2 of 3
Q allowable = 0.69 c.f.s.
Qo Allowable 0.69 0.76 c.f.s. Ac. C
Acreage x Future Runoff Coefficient = (1-77)(07TT
Future
Assume orifice outlet conditions exist
T = -25 + 4-1762/Qo -25 + �1-762/0-76 = 23-15
Vs 2820T -4o QoT (2820)(23-15 -40 (0-76)(23-15)
T + 25 23-15 + 25
652.06 ft3/Acre C Future
V total = Vs x Ac x C future =.(652.06)(1-77)(0-51) = 588.61
Total Required Storage = 588.61 ft3
Sizing Orifice
Q max. = 0.69 c.f.s.
Q = CdA ,F2 'gh Assume h 4.01
0.69 = 0.62 A -1—(64—.4)(4)
Solving for A= o.69 o.o693 ft 2 3.56" orifice
0.82 4(64.4)(4)
Uses 31" orifice = 0.'0668
therefore, h will change
2 2
h Q 0.69 4-31-
CdA (0.62)(O.O-6W
/2g /64.4
May 23, 1978
File No. 5330-B
Page 3 of 3
Sizing Retention/Detention System
Total Storage Required = 588.61 ft3
Install 327 I.f. 8" Helical 14-Ga. Aluminum Storm Sewer
Volume of Subsurface storage
Volume
of
CB
No.
1 =
54.16
ft3
Volume
of
CB
No.
2 =
21.04
ft3
Volume
of
CB
No.
3 =
21.27
ft3
Volume
of
CB
No.
4 =
19-78
ft3
Vol.ume
of
CB
No.
5 =
9.25
ft3
Volume
of
CB
No.
6 =
10.40
ft3
Volume of Pi�e Storage = 114.16 ft3
Total Subsurface Volume = 249-76 ft3
At CB No. 2 top of grate is 0.5' below overflow pipe in CB No. 1, therefore,
surface ponding will occur. Total ponding volume in this asphalted concrete
parking area = 363.28 ft3, with maximum water surface elevation = 298.95.
Total Volume of Retention System .613-04 ft3
613-04 ft3 > 588.61 ft3
ok
JAMES H. REID
LEROY F. MIDDLETON
C. WAYNE JONES
LLOYD H. NELSON
Rea, 7&44&&9 4dJ4e4T&4, I", ENGINEERS SURVEYORS PLANNERS
e
co
"%%Z-'S/0NAL 0,1010
Site Information
Area = 1.77 Acre
324 Main Street 9 Edmonds, Washington 98020 0 (206) 775-3434
May 23, 1978
File No. 5330-B
Page 1 of 3
STORM DRAINAGE RETENTION/DETENTION CALCULATIONS
FOR
PROPOSED FIRST SERVE RACQUET COURTS CITY OF EDMONDS
P. VV. DEPT. ENGINEERING DI
IN SE4, SE4,_SECTION.31, T27N, R4E, W.M. EXAMINED DATE W64
BY
EDMONDSP WASHINGTON REMARKS_,&
,KXjj4P0L--
Average = 2% 4-' Northerly
Site'Conditions - Previously graded site w/light scrub growth on Westerly portion
of property with existing asphalt drive.
Estimated runoff coefficient = 0.30
Us.ing the Yrjanainen and Warren Method for simple retention/detention'basin design,
the following calculations are to determine the required volume of retention for.
this development.
Time to Concentration 410/0.4)(60) + 10 min. = 14.9 min.
intensity i = 1.3 0 in/hr. @ 10-year storm frequency (Seattle Curve)
Existing C 0.30
Prorating future C Building Area
= 0.27 Ac
@
0.90
Asphalt Area, excluding Asphalt Driive
= 0.50 Ac
@
0.85
Planter Area
= 0.6 Ac
@
0.20
Area to Remain Undeveloped =
o.40 Ac
@
0.30
(0.27) . (0 - 90) + (0. 50) (0. 85) + (0. 60) (0. 20) + (0. 40) (0-30) - 0.51
1.77
Q ex,isting = Qu = CIA = (0-30)(1-30)(1-77) = 0.69 c.f.s.
MUNICIPAL ENGINEERING 9 WATER SUPPLY,* WASTE TREATMENT e SURVEYS & CADASTRAL ENGINEERI , �G
AIRPORT PLANNING & DESIGN 9 MARINAS 0 PORT & INDUSTRIAL DEVELOPMENT 9 FFASIHII try STUDIES
0
May 23, 1978
File No. 5330-B
Page 2 of 3
Q allowable = 0.69 c.f.s.
Qo Q Allowable 0.69 0.76 c.f.s. Ac. C
Acreage x Future Runoff CoefTf—c�ient (1-77)(0-31T =
Future
Assume orifice outlet conditions exist
T = -25 + ^1-1762/Qo -25 + �-1762/0-76 = 23-15.
Vs 2820T 40 QoT (2820)(23-15 -4o (0-76)(23-15)
T + 25 23-15 + 25
652.o6 ft3/Acre C Future
V.total = Vs x Ac x C future = (652.06)(1-77)(0-51) 588.61
Total Required Storage = 588.61 ft3
Sizing Orifice
Q max. = 0.69 c.f.s.
Q = CdA F2gh Assume h = 4.01
0.69 = 0.62 A 4(-64.4)(4) -
Solving for A= 0.69 o.o693 ft 2 = 3.56" orifice'
0.62 4(64.4)(41
Uses 31" orifice = 0.0668
therefore, h will change
2 2
h Q 0.69
(--TdA (0.62)(O.O-MT
/2g (I ) /64.4
4.31'
F, -I
L—A
May 23, 1978
File No. 5330-B
Page 3 of 3
Sizing Retention/Detention System
Total Storage Required = 588.61 ft3
Install 327 I.f. 8" Helical 14-Ga. Aluminum Storm Sewer
Volume of Subsurface storage
Volume of CB No. I = 54.16 ft3
Volume of CB No. 2 = 21.04 ft3
Volume of CB No. 3 = 21.27 ft3
Volume of CB No. 4 = 19-78 ft3
Vol ' ume of' C8 No. 5 = 9.25 ft3
Volume of CB No. 6 = 10.40 ft3
Volume of Pi�e Storage = 114.16 ft3
Tota I Subsurface Volume = 249-76 ft3
At CB No. 2 top of grate is 0.5' below overflow pipe in CB No. 1, therefore,
surface ponding will occur. Total.ponding volume in this asphalted concrete
parking area = 363.28 ft3, with maximum water surface elevation = 298-95.
Total Volume of Retention System 613-04 ft3
613-04 ft3 > 588.61 ft3
ok
CITY OF EDMOND
re., WORKS DIPARTMENTj ENGINEERI G DIVISION
,"U
NSTRUCTION PERMIT
A CATION FORRIGHT—OF—WAY COI
THIS PERMIT MUST BE AVAILABLE AT THE JOB SITE FOR INSPECTION PUR-POSES
Applicant to Complete Parts A and B
A. P'ermit to be issued to : ZV 6-:5 7-4 fi T6r B L Qdrr� S lu e—
For Work at:(address or vicinity) 4VZ-,?? -76 ae9 j/ e- Ll,)
I
Type of Work to be done: Z/V S 7-4 e- 1> R
(attach drawing when applicable)
Time Required -- Start: zp-�L(a Z2 Finish:
Owner: 1c-/k_Sr LIZ ga,) j57or C' oox-r.
Name
Mailing Address
City State Zip
Contractor: 4<,/6-Sr6,97-6- Tj I pp_,S yN C_
Name
0-�-
Mailing Address.
-"' - Y.,MU &-) " " 7) t<) A
city State Zip
Telephone Number
w e- 5; r- (.,-, &— g- 73 c a
State License Number
'7 '7 V — 7 -7 9 4
Telephone Number
NO WORK TO.BEGIN PRIOR TO PER11IT ISSUANCE ** *
Be 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 departments or employees,
including or not limited to the defense of any legal proceedings including defense
costs, court costs, and attorney fees by reason of granting this permit.
Upon issuance of this permit, the contractor is responsible for workmanship and
materials for a period of one year following the final inspection and acceptance
of the restoration by the Engineering Division.
Funds held from the Security Deposit (estimated restoration fee) will be held'until
the final street patch is completed, at which time a debit or credit will be
processed for issuance to the applicant.
Work is subject to inspection,and restoration in accordance with City Cod I e. A
24-hour notice is required for inspection by Engineering. Call 775-2525, ext.
I understand that this permit must be available at the job site for inspection
purposes at all times.
Signature:. -
Date: /0/1,/77
Owner or Agentd'
C, TO BE COMPLETED BY ISSUING AGENCY:
Z./ 2 X- cc�
Date Issued : /'6 14 17 Permit No.: 7..w Fee: AIS
Security Bond:
Time Authoriz*ed:— 22
APPROVED A— Date: /0
VVP
NDS
PUBLIC W051 ENTj ENGINEERING DIVISION
APPLICATION FOR -RIGHT-OF-WAY CONSTRUCTION PUNT
THIS PERMIT MUST BE AVAILAB'LE AT THE JOB SITE'FOR INSPECTION PU.R.POSES'
Applicant to Complete Parts A and 'B
A. Pe-rmit to be issued t o : LAW.t� C0A1'Sre-VC-*r10,,3 C-0-
For Work at :(address or vicinity) FIV-S-r '5eKVIF V-ACCq%JF--r C-LOg,
-7(,-r'4 -4 Zll��.Zlj I . - -
Type of Work to be done: comwevr sToem E%wT.-rt-Jc- -DP-Ao
(attach drawing when applicable)
Time Required -- Start: E7PPT 2-1 14116 Finish: or,-r 15- 1 cl 76
Owner:- 'FJPS,� gQ%*7 gLVAt3er C-LL* IJJC.
Name
Mailing Addr�ss
city
State
Contractof" LAM5 C�4�-r- 'to'.
Zi p
Name
CWL.�-DCAAV- CLEM-WeJ P-T,, v -rA
Mailing Addr6'�S
454 O&AW M I 1A 'WMIA nono
City State ZiP
Telephone Nlumber
State License Number
Telephone..Number
N,b -MOR-K'�Tb BEG-I� "PkiO*R*-TO PERMIT 'I S'S'UANCE
B, INDEMITY: Ap-plicant understands and by his signature to this application, agrees
to hold the City of Edmonds har-mless from any injuries, damages, or claims of any
kind or description whatsoever, foreseen or unforeseen, that may be%made against
the applicant or tfie , City.o,f Edmonds, or' any of-its.�-epartment , 'S .'or employees,
limi - e 'he defense of any legal pr�oceedin s'inc-luding defense
including or not . .. t d� to t 9
costs, court costs, and attorney fees by re'ason of granting this permit.
Upon issuance of this permit, the co'ntr'act I or is responsible for workmanship and
materials for -a period of one year fo ' llowirig the final inspection and acceptance
of the restoration by the Engineering Division..
Funds held from the Security Deposit (estimated restoration fee) will be held until
the final street patch is completed, at which time a debit or credit will be
processed for issuance to the applicant.
Work is subject to inspection.and restoration in accordance with City Code. A
24-hour notice is required for inspection by Engineering. Call 775-2525, ext. 220.
I understand that this permit mu e ailable at thNh job site for inspection
purposes at'all t. iTnes.
Signature: D ate
O,�ner or Agent
I TO BE COMPLETED BY ISSUING AGENCY:
Date Issued Permit
Security Bond:
45
110.: 7E 23'z) Fee:-
- C.) CIL>
lf�l —
Time Authorized:
1Z, D a t e
APPROVED
e
74
ell
;:7 CITY OF EDMONDS
PUBLO11ORKS DEPARTMENTj ENGINE "G DIVISION
RECEIVED
OCT 3 1978
P 0!"1 FOD
IGHT-OF41A CO.NSTPUCTION PUM TPubliC Works L)epl.
TO WEP I I I T' MUST BE AVAILABLE AT THE JOB SITE FOR INSPECTION PURPOSES
Applicant to Complete Parts A and B
A, Permit to be issued to: Snohomish C'ounity P.U.D. No. 1
For Work at:(address or vicinity)
242nd Street -Southwest and-76th Avenue West
Type of Work to be done: install underground power system for First Serve
(attach drawing when applicable)
Racquat Colirts
Time' Required I Start.: October 23, 1978 —Finish:-_ one day
Owner:
Name W-0- # R86141
Mailing Address Please return.the permit to -the
attention of Mary Bond.
City State Zip Telephone Number
Contractor: 'Snohomish County P.U.D. No. 1
Name State License Number
P. 0. Box 1107
Mailing Address
Everett Washington 98206
0 258-8416 K.'Dunlap
City State Zip Telephone Number Engineer
B, INDE�_NITY: Applicantunderstands and by his signature to this application, agrees
to hold the City of Edmonds harmless from any injuries, damage8, -or claims of any
kind or description whatsoever, ioreseen or* unforeseen, that may be made against
the applicant or'the City.of Edmonds, or any of its departments or employees,,
including or not limi ' ted to the defense of any legal proceedings including defense
costs, court costs, and attorney fees by reason of granting this permit.
Upon issuance of this permit, the contractor is zesponsible for workmanship and
materials for a period of one year following the final inspection and acceptance
of the restoration by the Engineering Division.
0
Funds held from the Security Deposit (estimated restoration fee) will be held until
the f - inal street patch is completed, at which time a debit or credit will be
processed for issuance to the applicant.
Work is subject to inspection and festoration in accordance with,City Code. A
24-hour notice is requi ��k for. ins.Dection by Engineering. Call 775-2525, ext.' 220.
I understand that thi permm t st be a ilable at the job site for inspection
purposes at all times.
turet. -7c
Signature. Date:..
Ou-netrAgent
C, TO BE COMPLETED BY ISSUING AGENCY:
Date Issued:/,*- Permit No.
F e e
Security Bond:
Time Authorized: -
APPROVED Bf,� �,Z
D a t e
oK)
I
JAME� k IiEID
LEROY F. MIDDLETON taTfIEET FILE RECEIVED
C. WAYNE JONES
LLOYD H. NELSON JUN 2 0 1978
Rea, W&dd&rm
I",
ENGINEER946"'dM06RS - PLANNERS
324 Main Street
0 Edmonds, Washington 98020 e (206) 775-3434
June 20, 1978
File No. 5330-C
ESTIMATE OF CONSTRUCTION COSTS FOR'
PUBLIC IMPROVEMENTS OF
PROPOSED FIRST SERVE RAQUET COURT BLDG.
PTN. TR. 10, LAKE MCALEERS 5-Acre Tracts'.
EDMONDS, WASHINGTON
Water
I each
Detector Check
Valve Assembly @ $5,000./ea.
$ 5,000-00
1 each
2" Water Meter
@ $300./ea.
300-00
58 l.f.
8" D.I.W.M. @
$11.00/l.f.
638.00
58 l.f.
2" D.I.W.M. @
$ 5.00/l.f.
290.00
Total Water $ 6,228.00
Storm Sewer
21 l.f. 12" Helical Aluminum 14 Gauge @ $9.50 I-f- $ 200.00
1 Total Storm Sewer $ 200.00
Sanitary Sewer
42 'l.f. 6" side sewer @ $8.00/l.f. $ 336.00.
Total Sanitary Sewer $ 336.00
Street
Removal of 65 l.f. existing curb and gutter and sidewalk - Lump Sum $ 200.00
65 I-f- 5' wide cement concrete sidewalk @ $5-00/1-f- 325-00
65 l.f. concrete curb.and gutter @ $4-50/1-f- 293-00
48 sq. yds. Concrete driveway apron @ $6.00/s.y. 288.00
100 l.f. Asphalt restoration @ $4.00/1.f. 400.00.
Total Streets
$ 1 5o6.00
MUNICIPAL ENGINEERING 0 WATER SUPPLY WASTE I REATMENT 0 SURVI-YS Fj CADAS*1 RAL ENGINI. ERINC,
AIRPORT PLANNING & DESIGN 0 MARINAS P6RT r, INDUSTRIAL DEVELOPMENT * FEASIBILITY STUDIES
*June 20, 1978
File No. 5330-C
Page No. 2
Subtotal
Washington State Sales Tax @ 5.4%
10% Contingencies
Total Estimated Construction Costs
Bond for
$ 80270-00
447-00
872.00
$ 9.589-00
$ 9,600.-00
JAMES H. REID
LEROY F. MIDDLETON
C. WAYNE JONES FILE
LLOYD H. NELSON
AN 2 0 1978
Raw" - W&dwer" & '04"Wwwf: I". ENGINEERS o SIJHWQ�S o PLANNERS
324 Main Street 0 Edmonds, Washington 98020 0 �206) 775-3434
June 20, 1978 '
File No. 5330-C
ESTIMATE OF CONSTRUCTION COSTS FOR
PUBLIC IMPROVEMENTS OF
PROPOSED FIRST SERVE RAQUET COURT BLDG.
PTN. TR. 10, LAKE MCALEERS 5-Acre Tracts.
EDMONDS, WASHINGTON
Water
1 each
Detector Check
Valve Assembly @ $5,000./ea.
$ 5,000-00
1 each
2" Water Meter
@ $300./ea.
300-00
58 I.f.
811 D.I.W.M. @
$11.00/l.f.
638.00
58 l.f.
21' D.I.W.M. @
$ 5-00/1-f-
290.00
Total Water $ 6,228.00
Storm Sewer
21 I.f. 12" Helical Aluminum 14 Gauge @ $9.50 l.f. $ 200.00
1 . Total Storm Sewer $ 200.00
Sanitary Sewer
42 l.f. 6" side sewer @ $8.00/1-f. $ 336.00
Total Sanitary Sewer $ 336.00
Street
Removal of 65 l.f. existing curb and gutter and sidewalk - Lump Sum $ 200.00
65 I-f- 5' wide cement concrete sidewalk @ $5-00/1-f- 325-00
65 I-f- concrete curb.and gutter @ $4-50/1-f- 293-00
48 sq. yds. Concrete driveway apron @ $6.00/s.y. 288.00
100 I.f. Asphalt restoration @ $4.00/i.f. 400.00.
Total Streets $ 1,506.00
MUNICIPAL ENGINEERING 9 WATER SUPPLY WASTE TREATMENT e SURVEYS & CADASTRAL ENGINEERING
AIRPORT PLANNING & DESIGN * MARINAS PORT & INDUSTRIAL DEVELOPMENT e FEASIBILITY STUDIES
*June
20, 1978
Fi le
No. 5330-C
Page
No. 2
Subtotal
$ 8,270-00
Washington State
Sales Tax @
5.4%
447-00
10% Contingencies
872.00
Total Estimated Construction
Costs
$ 9,589-00
Bond for
9,600-00
t
Reid, Middleton and Associ Inc.
Engineers 0 Surveyors 0 It's
EDMONDS, WASHINGTON 98020
slag FILE
Phone 775-3434 VIL%w
TO Citv of Edm6nds
Civic Center
Edmonds, WA 98020
[L[EU-To @)F umluzomuzuL
DATE May 25,
1978 T��O.
5330-B
ATTENTION
Bill
Nims
RE: Retention
& Detention System at 76th
Ave. W. &
242nd St. S.W., Edmonds,
WA.
RECRian
PdAY 2 6 1978
GENTLEMEN: Public Works Dept. -
WE ARE SENDING YOU [A Attached 0 Under separate cover via the following items:
El Shop drawings IN Prints 0 Plans 0 Samples 0 Specifications
0 Copy of letter El Change order 0
COPIES
DATE
NO.
DESCRIPTION
3
5/23/78
Storm Drainage Retenti6n/Detention Calculations
3
5/22/78
1 of I
Storm Detention System Plan
THESE ARE TRANSMITTED as checked below:
REMARKS
QI For approval
0
Approved as submitted
0 Resubmit -copies for approval
0 For your use
0
Approved as noted
0 Submit -copies for distribution
[A As requested
El
Returned for corrections
0 Return -corrected prints
Do For review and comment D
0 FOR BIDS DUE
PRINTS RETURNED AFTER LOAN TO US
If you have
any questions,
please contact
our office.
."nNnS
COPY TO
SIGNED:
FORM 240-2 - Avatlable from �� Townsend. Mass. 01469 If enclosures are not as noted, kindly notify us at once. Allan R. Mq�r�ga
FILE
DATE:
MEMO TO: Building Division
Community Development Department
FROM: Engineering Division
Public Works Department
W A01 I; Z! Kf�
M
jl�
After review of the subject building permit application, we have
the following comment-s:
(1) Coordination of the location of any structure with respec . t to
utilities, streets, property lines and driveway grades is t
resT6nsibility of the contractor.
(2) The contractor is required to keep the -abutting streets clean-
ed of dirt and debris caused by the construction.
(3) A "Right -of -Way Construction Permit" is required, from the
Engineering Division of Public Works, for any work within
the Public Right -of -Way or public easement.
_ (4) Driveway slope not to exceed 14%.
Z WW'M MIN � A V x 111 M4 7' 3 11
INS" M-11WILPT-NA
1119*4 wool f4"'IF I LV'Tk_1 -;A tt__4 W3110wi;' at 07 1
PW 5/77
Ai
0 "
ILE
I May 9, 1978,
M-EMO TO: John LaTourel.le, Director
Community Development Department
FROM: John B. Mitchell
Acting Public Works Director
SUBJECT: FIRST SERVE RACKET CLUB
After review of the revised plan for the First Serve
Racket Club prepared by Walter Eagle and Associates, we
find that all corrections and rev isions-m-ade-are-now
acceptable for the �igction covering.cross.connection
abatement on plan pages,P 1, 3, 4 and san-itary- sewer----
resizing on page E I..
If there are any questions regarding this matter, please
feel free to contact Ken Kukuk.
KKK: j ac
W.Leadman Dt.
lfmirf 51?�ec VIAWI
4
<It, � -78
ity- Engineer
CITY OF EDMONDS
CIVIC- CENTER - EDMONDS, WASHINGTON 98020 - (206) 775-2525
DEPARTMENT OF PUBLIC WORKS
April 12, 1978
Walter Eagle, A.I.A.
801 Welch Road
Palo Alto, California 94302
Dear Mr,. Eagle:
F,
HARVE H. HARRISON
MAYOR
After review of the plans for 'Ti , rst Serve" Racket-C-14'
to be constructed at 242nd Street S.W. and 76th/Avenue West,
the following items should be -included on -the revised plans.
1. Fire System: A detector check valve and alarm check
valve are required on the fire sprinkler system. These must
be installed to meet the City of.Edmonds Water Division and
Fire Department requirements..
2. Steam Generator: The cold water lines must be equipped
with approved double check valve assemblies to eliminate back
pressure into the potable drinking water system.
3. Irrigation System: The water line serving the irriga-
tion system for landscaping must be equipped with a double check
valve assembly.
4. Janitor Sink: P-7 must be equipped with an atmospheric
vacuum breaker.
5. Whirlpool #1, 2 and 3: Water line supplying these whirl-
pools must be equipped with either an approved air gap or approved
reduced pressure backflow preventor.
6. All hose bibbs within the building must be equipped with
atmospheric vacuum breakers Watts 8-A or equivalent.
� 7. Whirlpool drain: This is to be in compliance with Uniform
Plumbing Code and the City of Edmonds Code. Maximum drain line
sizing for whirlpool discharge*would be 2" in diameter with approved
air gap prior to the discharge into the sanitary sewer.
8. Sanitary Sewer: The sanitary sewer must be a minimum
of 6" in diameter after leaving the building for discharge into
the City of Edmonds sanitary sewer system.
1!! j � " 4"- 1 Z '_ 7-f Q62, '1.-1-2-72
W.Leadman Dt. Wlg Supt- Dt.
Walter Eagle A.
Page Two
'April 12, 1978
4
Please find enclosed the City of Edmonds Ordinance No. 1711,
the most current list of backflow preventors approved by the
Department of Social and Health Services and the City of Edmonds,
and excerpts from the Accepted Procedures and Pr"actices-of the
Cross Connection Control Manual for proper installation of back -
flow preventors. All approved backflow preventors must be tested
by City of Edmonds State Certified Water Division personnel prior
to acceptance.
If you have any questions regarding any of the above, please
feel free to contact Ken Kukuk, Cross Connection Control Specialist
for the City of Edmonds, 775-2525, extension 226.-
KKK: j ac
Enclosures
CC: Rizzuto, Bold & Zahnow
P.O. Box G, Edmonds
Yours'very truly,
LEIF R. LARSON, P.E.
Director of Public Works
IHN Development Co., Inc.
3810 196th St.S.W., Lynnwood
1E
May 9, 1978
!1EMO TO: John LaTourelle, Director
Community Development Department
FROM: John B. Mitchell
Acting Public Works Director
SUBJECT: FIRST SERVE RACKET CLUB
After review of the revised plan for the First Serve
Racket Club prepared by Walter Eagle and Associates, we
find that all corrections and revisions made are now
acceptable for the section covering cross connection -
abatement on plan pages P 1, 3*, 4 and sanitary sewer
resizing on page E 1.
If there are any questions regarding this matter, please
feel free to contact Ken Kukuk.
KKK: j ac
7W� �eadman Dt.
irf Sec-.-/Dt;//'
-7
Asst'. City Engineer—
CITY OF EOM1711\10B
CIVIC CENTER - EDMONDS, WASHN
LT(jYe81020 - (206) 775-2525
PTM
DEPA �10_ 11 WC X
April 12, 1978
Walter Eagle, A.I.A.
801 Welch Road
Palo Alto, California 94302
Dear Mr. Eagle:
HARVE H. HAPPISON
MAYOR
After review of the plansfor "First Serve" Racket Club
to be constructed at 242nd Street S.W. and 76th Avenue West,
the following items should be included on the revised plans.
11. Fire System: A detector check valve and alarm check
valve are required on the fire sprinkler system. These must
be installed to'meet the City of Edmonds Water Division and
Fire Department.requirements.
. 2. Steam Generator: The cold water lines must be equipped
with approved double check valve assemblies to eliminate back
pressure into the potable drinking water system.
3. Irrigation System: The water line serving the irriga-
tion system for -landscaping must be equipped with a double check
valve assembly.
4. Janitor -Sink: P-7 must be equipped with an atmospheric
vacuum breaker.
5. Whirlpool #1, 2 and 3: Water line supplying these whirl-
pools must be equipped with either an approved air gap or approved
reduced pressure backflow preventor.
*6. All hose bibbs within the building must be equipped with
atmospheric vacuum breakers Watts 8-A or equivalent..
7. Whirlpool drain: This is to be- in compliance- with Uniform
Plumbing Code And the City of Edmonds Code. Maximum drain line
sizing for whirlpool discharge*would be 2" in diameter with approved
air gap prior to the discharge into the sanitary sewer.
8. Sanitary Sewer: The sanitary sewer must be a minimum
of 6" in diameter after leaving the building for discharge into
the City of Edmonds sanitary sewer system.
W.'Leadman Dt. WI&V Supt. Dt. A Dt.
1.4alter Eagle',
_Page Two
April 12, 1978
Please find ' enclosed the City of Edmonds Ordinance No. 1711,
the most current list of backflow preventors approved by the
Department of Social and Health Services and the City of Edmo*nds,
and excerpts from the Accepted Procedures and Practices of the
Cross Connection Control Manual for proper installation of back -
flow preventors. All approved backflow preventor ' s must.be tested
by City of Edmonds State Certified Water Division personnel prior
to acceptance.
If you have any questions regarding any of the above, please
feel free to contact Ken Kukuk, Cross Connection.Control Specialist
for the City of Edmonds, 775-2525, extension 226.
KKK: j ac
Enclosures
CC: Rizzuto, Bold & Zahnow
P.O. Box G, Edmonds
Yours very truly,
LEIF R. LARSON, P.E.
Director of Public Works
IHN Development Co., Inc.
3810 196th St.S.W., Lynnwood
NARTMArAirdE
CKLIST
BUIdt'li7�'(3" PER1,1IT
(address) (date)
. . . . . . . . . . . . .
Street - Ri2ht-o;_ W-ay Existing_,_���
(I REQD n K)a
Access Easerents Existing
r4
ing
Utility Easement Existi
WD K_Iijk
W
Lot Per Subdivisiaj6j:���,,Plat
Assessor Ma6j?4_
'Site Plan Checked for Atcuracy.
41Z,(Al2
Z
Underground Wiring Reqd..
Check Accuracy of Legal.Descripti
Review by. "Date
Existing Water Main Size.
Water Main, Required - �J4C�
Service Line Required 46'
Hydrant Size Exist
P4
Hydrant Reqd Per =e de,
Co
Size
Detector Check Meter Reqd. _46
Cross Connection Inspection L�_,2_ WE 4�6_
40
Fire Department Conments
e Re
Water Meter qd.
00
ol
Review by 0 5V 0 0 At::
Date
K.K.
Septic Tank Design Approved
Date
Septic Tank Permit Reqd.
Permit No.
Sanitary Sewer Avai ili
Proj
Drawing No.
File No.- Z-70
Side Sewer Availability. OW,
Sanitary Sewer Connection Fee Reqd.,'
:3:
Revi.;� by
Date
Open Ditch Existing IV.
_P�
Culvert Reqd.
Size
C4
Catch Basin Reqd. 6,V
-Indicate on Site Plan C
0
Shoulder drainage maintain collection an swale open runoff _g yz-
F-1
._c
Manhole reqd. Indicate an Site Plan z,
Soil Conditions and Ground Water Field Checked ev C, Ie
Review by
Date /,I - 7 g�
Revised: lvlO-1977
Page 2
Street Paving Reqd. er��:
E-4
Curb and Gutter Reqd. -,440 AL
Sidewalk Reqd.
Curb Cut for Driveway Reqd
Right -of -Way Construction Permit Reqd._
Bond Reqd. for -Public In*ovanehts
Y_V!2�2
Street Name Sign Reqd.
Other Sign3i_ng Reqd.
Pre Permit Site Inspection made on''
4-�
0
1.41-4
BY: SEWER
P
PL4
WATER
STREEV
H
ENGINEERING
Special Requirements listed in memo
to Com=ity Developnmt Depart-nent,
Building Divis*.oh
BY
Date
o
All item fill:ed in on. Building Permit Application I -PI
7/7
1:4
BY
Date. -
P"
Dr awings Stanped and Notations Made
P4
BY
Date.
Approved by Public Works Department
\1 , - . I , I , - *�;.
. . . . . ... . . .
-0
Revised:,lv 10-1977
BUILDING' DEPARTMEW
Applicant Fill
USE T
ZONE W.IER
PERMIT APPLICATION
Inside Heavy Lines
NAME JOR NAME OF BUSINESS)
JOB
ADDRESS
.� -Y A A � —
-17-0
SUBDIVISION NO. PLAT NAME
ASSTSOR MAP NO.
WrAILING ADDRESS
z
P 00
0 70
VfTY
ELEPHONE NUMBER
PUBLIC RIGHT OF WA Y PER ORDINANCE NO.
C4
C4,-4��
1 '775-- 73-5-
EXISTING RIGHT OF WAY
NAME
PROPOSED RIGHT OF WAY
�U A
DEFICIENCY OF RIGHT OF WAY
W AOORES�S
I.-
STREET/UTILITY WORK REQUIRED
YES NO
1 0 �6_ /
U
PERMIT FOR WORK IN PUBLIC R/W
UNDERGROUND WIRING REQUIRED
VYES El NO
OYES 1:1 No
It CITY
TELEPHONE NUMBER.
zro
CONNECTION TO SANITARY SEWER
SEPTIC TANK PERMIT REQUIRED
11YES 1:1 NO
DYES &NO
'NAME
SEPTIC TANK PERMIT NO.
0 AdDREGS
i5
SEE MEMO DATED
CITY
TELE PH ONE NUMBER
REMARKS
[
Z
0
7, 73
NA-
U STATE LICENSE NUMBER
CITY LICENSE NUMBER
CHE KED
4- V—D — & _z- 24 5- (?q
t I I
Legal Description of Property (Show Below or Attach Four Copies)
METETr7
j
1BUILDING SUPPLYSIZE
I
it
rNk
Z
0
U
0
W
a
.J
SIGN AREA SNV. REVIEW ADB NO.
ALLOWED I PROPOSED I COMPL ETE I EXEMPT I
REMARKS
W
.J
VARIANCE OR CU
PLANNING REVIEW 13Y
DATE
YARDS FRONT
SIDE REA RILOT
COVERAGE
NEW
ADD
ElALTER
Fl REPAIR
IR
El
. [_�
F1
RESIDENTIAL
NON-RESIDENT]IAL
DEMOLISH
EXCAVATE
OR FILL
PRE -MOVE
INSP.
rVGAS
L929 LINE
r�71 S I G N
Ink]
RETAINING
WAL L
FENCE
X—FT)
F;7/1 Sw I m
L,L�,j P 0 0 L
FIRE ZONE
TYPE OF
CONSTRUCTION
CODE
1175
HEIGHT
SPECIAL INSPECTOR
QUIRED
YES 0 NO
�REA
OCCUPANCY
GROUP Z3_a LJOAQ
OCCUPAN
PLAN CHECKED BY THIS SITE IS LOCATED IN THE
OF EDMONDS. LOCAL SALES
SHOULD BE CODED 31.04.
CITY
TAX
NUMBER OF STORIES
NUMBER OF
REMARKS
DWELLING
4
UNITS
WNAT U RE OF WORK Yb BE DONE
PR
z
7—
L
m
U
In
W
0
m
0
1
11DICATE BUILDING SETBACKS.
ABUTTING STREETS)
PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL
FENCE
SIGN
RETAINING WALL
SWIMMING POOL
VALUATION FEE
3 71). CO-
/_ M, 0�6
0
3:
U
m I I
W
z
W
(L
W
0
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W
0
1
W
W
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_1u
ce
WASHINGTON NATURAL*GAS COMPANY
;-V�6) 7'47-06`0
East, Belleville, Wasbingtiw 98007
LIEF LARSON-
CITY ENGINEER
505 BELL STREET
EDMONDS WA. 98020
ATTN: DICK ALLEN
Gentlemen;
Washington Natural Gas Company hereby applies for permission to;
Install new Service At:
24228 76 Avenue W. .11/4" 1 ST 167-69,006
__LE73_and will require
Construction is scheduled to begin Novemberia-
approximately 30 daysto complete. If this work meets with your
approval, please sign and return the original of this form.
Date Applied November 17, 1978
W Z; &L;,LAN I
A INGTON NATURAL AS COMPANY
00L V t
Douglas V. Damm
Distribut.ion.Engineer-
TRAL GAS COMPANY is hereby authorized.to perform thd work
WASHINGTON NATb
.listed above in accordance with their franchise and subject to all applicable
state, county, and/or municipal ordinances and specifications.
----------
Approval Date
a
. �<T\/ A( �f)�0Y|UC
^../ `� �.'.'///'..
PUD ORK3 D�P�RTH�/ [ F. ���� ' �^
\ )l L�@�n / UG|U�.=�^./C D|V|5)\]U
�
` `
THIS yF8`|7T MUST||� �V�[ / �� 0 N w*O�~— ` ^�
8 . ^m*��L���=~Tl�� J0U S|T[ [o|< l:;Si`|.(ll-1:!;|'0S[3
-
`
u,y1 ic^ut t" cvInyjcc� 1xrc53 A ,no x —
A
n. ^^^^'^t to be ^"s"e" `v ~^
For ''"^" at ``""'`,, or ./c^n/`%,/
lY|`c v[ Vurk Lo |., J.x,,�
D ('rcLuc>` dcnving w}`n` ilM`|jco\`|r) ���-�_-------------------�'------'
m /
.( / xLc
C icy zi he
B.
of Ole restor;Itioll b�,- Ole
Furids he1d frori,che Sccur,iLy i)t,pc)SiL (estilwited rest or;, L i oil fee) ,:ill he ht2ld until
processed for issimlice to tile applical)l:.
N I ) IJ W., I, J� N.,
SIVEST FILE
PLJ Ef�� L � C,
!�P E C I ��L
NNME-.,
Nt�:VUF�F-
-CWTF�C)L NO.'
EN�--,,TE�
HEQUEST'
11VA- OORMa e,0Wf7;V-
4f -T I cD z,65" 0404v�
QA
r,5kE/v 310
Av 71 7r
000
'Ire OL, I
D ��-T, E-:: :
a4i554A4-Y
4/76-
LErch 13, .1979
11EM0 TO: Art Housler, Director
Finance Department
FR OM: Leif R. Larson
Director -of Public Works
SUBJECT: BILLING FOR ADDITIONAL EXPENSE STREET CUT SECURITY
DEPOSIT - ORDINANCE #1935--
R/W CONSTR. PERMIT NO. : /,'78-303--
DATE ISSUED: 12 - 01 - 7 8
LOCATION OF WORK: 76th Ave. W. & 24.2nd
.SECURITY DEPOSIT AMOUNT: $206,.00 -
RECEIPT NO. & DATE: 4524 / 12-13-78
COMPLETION DT. OF REPAIR: 1-18-79
Please bill the below mentioned company for $412.75 to cover
additional expenses incurred by the Street Division when accomp-
lishing the subject work:
Westgate Builders
6605 200th St. S.W.
Lynnwobd, WA 98036
The total of the Security Deposit including this billing will
be $ 618.75 to* be deposited to Street Division Revenue Fund
111-000-000-399.10,'under the above mentioned'R/lq Permit.
lv
-7
-I q
S t-k-�e t Suft. Dt. inj Dt.
CITY 01 ERI-IMIDS 10
PUBLIC 1,','ORKS DEPARTMEk' 1', ENG INEERING D IVI S ION
APPLICATIN FnR T I GHT-HF-iffl- CNJ�Wl ICT I nj',j PFP,-'. I T
THIS PERIMTT HUST BE AVAILA13'LE' . Al I FHE' J011 S"'F J:MZ iNSPECTIO' PURPOSFS
A p 1) 1 i c a n t to Co in Ill o t e 11;i r C s A a Ild B
Pe rmi. t to be iSSLie d t o
1: or Work at :(address or vic-illity)
A -
Type of 1-.ork Lo he (101W:
(attach drawing When applicable)
Tire Required Star.t: Finish:
Owner:
I Nilmo
-
Zq 2-
�,Iai I in,- Address
City State —Zi —P
Telephone o'umber
(T11
Contractor: D
jut I L-L
Na il i 11 g A d d r e S
t a t e
S F-- �JT—j� A — <�. -6 1 �- J-\ I
A —
State License INIumber
:"o
B,
t:011K TO
1)1:(; 1,,: I'l, rol� r ci 1,
1' I"t I I r I
Lll!dersL:ll)(1'; mid hv
h"
is SlimaLure Lo this n-pplicatit)ll, ,jj:'reeS
L 0 ho I d t lie
C i t y o F
F-di;-'Olids ha rm I e S s f rom
a lly i nj ti r:i (2 s ,
j ;es ,
- ',111 v
or claims of
kind or description
wh�,Lsoe,,,er, foreseen
Or Lill FO I-OSeUll, Liti(IL i:la�-
1) [71LI �j t
the applAcant
or the
City of J-',jj-,jojlds, or
-Illy f its (]cj)al-LmenCS'
or e F-'. )10
I
ric I ud, i ll�', 'Or
no L mi
t .2d to V'he defense
of ally. 1,�j,aj 1) r 0 c. e. e (I
. ings
includi;ii; defense
costs, court
costs,
alid attorney fees by
reason of granting, this
perinit.
Upon issuance of this pu . rinit, tile contractor is responsible for workrmnship md
mlLvrials for il j)12rj-0d Of 011e fol Jj)k..?jljg.0ie final inspe-etioll and aCCUDI-ance
Of tile restor;.Itioll I-),; tile 1:
n�,Lnuerjng Divi.sion.
Funds held from the SOCLIrit)l Dej)'osit (e.st,inwited restoration fee) will be helci until
Ole final street patch is completed, ;it which time a dehit or crediL.'will be
I)'-Ocessed for issuance to tile applicant.
Work is subject to iil,;pe(.-CiOjl and restoratioll in "Ic-cordilice with C'ftv Code. A
24-1101,11- - lioLiCe is require(I for inspe(:tjoll J)y j-'jlp
C-1111 775-��525, ext. 220.
11ndL'r.SLAnd 01ZIt tlli.'; j)C!rn1jL VILISC he aVjjijjjj)j.0 at tj j
10 oh site for inspect,ioll
purposus at al 1. t i vle'�
Sigr /I Dn t e
la til re.
�';ell t
(VIler or
TO BE C0!-1P[J-jj.j) J�y I SS11 [NG A G E, C y
1) a t e I � s u e d .12- e. r in "'o e e
Securi ty Bond
J) -W4 +
Time Author ized -�eAol
117 CA
m
b--tf.f
C14-14
1
�—C4 ,
—/;o,- �5 -e_�
ve
lv�e <
m
Ife t
I r;7r
eolkly 0",
ESS
LICENSE APPLICATION LICENSE NO.
CITY of EDMONDS
Civic Center Edmonds, Washington 98020
City Clerk Phone 775-2525
ANNUAL FEES
F
PENALTY AFTER FEB. 15
r�-rocm
low=— 0 HOME OCCUPATION
INSTRUCTIONS:
CLASS
I Y
I
e%E1A0tTL- JREASG.
LIC. NO.
SPEC..
$10.00 (A)
ADDITIONAL $5.00 0
• All items must be completed
�RESC
KI SMALL BUSINESS
or application will not be ac-
EIPT 0.
DATE PAID
PRINT 'X' A_
$15.00 (B)
ADDITIONAL $7.50
cepted.
11 _V1671 -7 e,
I
SPEC. BOX
" E
FOR ISSU OF
0 Business with 10 or
• Sign and return application .
�EE PAID'
',I
PENALTY PAID'
CORRECTED
more employees
ADDITIONAL $25.00 0
with fee. Renewals received
, -
I
I I�
LICENSE WITH
'LUACTION.
$50.00 (C)
after February 15 must pay
0 NEW APPLICATION (LA)
penalty in addition to fee.
0 RENEWAL
(LB)
NEW BUSINESSES AFTER
QCHANGE
(LC)
JULY 31, 1/2 FEE. (PLEASE MAKE ANY NECESSARY CHANGES) 0 DELETE
(LD)
NAME OF FIRM
BUSINESS PHONE
NO.
OF EMPLOYEES
First Serve Racquetball Club
775-0667
1
6
MAILING ADDRESS
NATURE OF BUSINESS
24228 76th Ave. W operation of.racquetball club
Edmonds, WA 98020 with amenities -
,/�U.��I'R_ESS ADDRESS INDIVIDUAL PARTNERSHIP CORPORATION
24228 1,6th Ave. �4 E,dmonds 8020 (S) (P) P
OWNERS NAME HOME ADDRESS
Famous Sports of Washingtong Inc., 300 Park Place Bldg.. Seattle 98101
HONtF, DATE OF BIRTH PLACE OF BIRTH 4-/ SOCIAL SEfURITY NUMBER
62, T-T& 2 1 ell i 0
EMERGENCY NOTIFICATION: (1) NAME & TELEPHONE H o n a I d_U_o_I cl tD e r in,, 7b9-144*18
(PLEASE LIST TWO) (2) -NAME':& TELEPHONE Susan Fox . Y2_26 43,
W. . R A
� K
WASHINGTON STATE TAX No. a121211ed. f or APPLICANT'S SIGNATURE
DO -NOT WRITE BELOW THIS LINE
STAFF REVIEW: FILL IN LAND USE CODE, UFIR NUMBERS, ZONING, ETC. CHECK APPROVAL OR
DISAPPROVAL, DATE, AND SIGN. IF DISAPPROVAL, PLEASE COMPLETE "COMMENT"
SECTION. ROUTE TO NEXT DEPARTMENT ON LIST.
PLANNING DEPARTMENT DATE '-1 LAND USE CODE
ZONING CODE'
0 APPROVE [D�DISAPPROVE
SIGNATURE
y CONDITIONAL
USE PERMIT
COMMENTS
BUILDING DEPARTMENT DATE '1,-3' 7 Building 0
0 APPROVE DISAPPROVE
Hotel/Motel
(L)
SIGNATURE Permit 0
f
1144HU1 0
Apt. Bldg.
Office Bldg.
(A)
(0)
Occupant; / El
COMMENTS: A -JA GrouD y 0
Restaurant
Hosp/Nurs Home
(R)
(H)
CAPACITY: (NO. UNITS, APTS., OFFICES, SEATS, BEDS, STUDENTS) EJ
School
(S)
FIR DEPARTMENT DATE M �ci U. F. 1. R.
�IPROVE El DISAPPROVE SIGNATURE
-A
COMMENTS:
El DISAPPROVE 7
X,,APOROVE
POLICE DEPARTMENT SIGNATURE
DATE
COMMENTS:
.��'PU LIC WORKS DEPARTMENT
APPROVE 0 DISAPPROVE , DATE SIGNATURE
COMMENTS:
SIREET VILE
CITY OF EDMON13S
2W DAYTON ST. -EDMONDS WASHINGTON 98020-(206) 7752525
DEPARTMENT OF PUBLIC WORKS
August 1, 1979
Mt. Ron Goldberg, President
First Serve Racquet Courts
300 Park Place Building
Seattle, Washington 98101
Dear Mr. Goldberg:
SUBJECT: FIRST SERVE RACQUET CLUB
24228 76TH AVENUE ITEST. EDMONDS
HARVE H. HARRISON
MAYOR
The City of Edmonds has completed the asphalt overlay
and restoration of 242nd Street SW.
To date we have not received payment of the Fir.st
Serve Racquet Courts share of the asphalt paving costs
which is $1,304.61.
if
Saterlie
220.
WJN: j ak
you have any questions, please contact Jerry
of the Engineering Division, 775-2525, extension,
131 GR IL I 1 0; 'z
T dt. ' -,""Saterlie dt.
Yours very truly,
JLIAE. ADAMS, P.E.
City Engineer
n' df. P.W. Dir. Idt.
- 141
, 00
Z-5-
'At" 11011-
1A
7/
ol " I
flj"EDATE FILE #
CITY OF fR�ON 1E SITE PLAN
EDM_2DSjjfkFW BUILDING PLANS (3): ELEVATION�--
APPLICATION LANDSCAPE PLANx-,,
to the ENVIRONMENTAL DATA Receipt #
ARCHITECTURAL DESIGN BOARD SIGN EXHIBITS (3)
PLAN MODIFICATIONS TO FILE NUMBER:
HEARING DATE
OWNER/REPRESENTATIVE Playtime Associates
—PHONE 775-0667
ADDRESS 3810 19th S.W.; lynnwood, Wa. -ZIP CODE 98036
CONTACT PERSON'Mel Ewing - Westgate Builders, Inc. PHONE 774-7796
ADDRESS 66o5 200th S.W.; Lynnwood, Wa., ZIP CODE 98036
ARCHITECT/DESIGNER Walter Eagle PHONE (415) 328-4789
PROPERTY ADDRESS 76th Ave W& 242nd St. S.W.; Edmonds, - Wa. ZONING —
LEGAL DESCRIPTION (SEE ATTACHED)
PLANS SUBMITTED FOR APPROVAL:
I. Building Plans — Preliminary _ Final 1�
Site Plan Landscape Plan___ -,/_Elevations
2. Sign Elevations Site Plan Landscape Plan
3. Modification of previous approval
EXISTING USE OF PROPERTY
DESCRIPTION OF PROPOSAL
APPROXIMATE DATE WORK WILL BEGIN ON PROJECT
ESTIMATED TIME FOR COMPLETION OF WORK
I (we) hereby certify to the best of my (our) knowledge, that the statements and
information contained herein are, in all respects, true and correct.
(Signature of Applicant
12/78
. I v
FIRST SERVE RACQUETCOURTS
Site Plan - Plant Legend --
Code Quantity
G-1
S-11
12
.*--.S--2
IN-4
AY3�si
12
AM
31
S-6
12
Ua
9
7=2
4
Common Name
Shore Juniper
Armstrong Juniper
Photinia
Oregon Grape Compact
Hea-venll—Bambo-0
Holly
Calif. Wax,Myrtle
Shore Pine
Schwedler Norway Maple
Site Plan - Color Legend
Color A - Light Tan White
Color B - Wood, Dark Stain
Color C - Exposed Aggregate
j v- 0,-
nc,
0 Y7
Size
Height
1 Gal.
1211
Gal.
'24" Diameter
Gal.
41
2 Gal.
�411
6 "
Gal.
j6"
2 Gal.
12'
Dense 51
2�Gal. 61
T�--13-' 10-12-
0 a
STR FILE
Maxine Berg, owner of property at 7215 156th S.W., listed the various supportive
information that indicated there should be sewers, and she asked for a quick decision.
No one else wished to speak, and the discussion was closed to the audience.
Azn at_iZ City Attorney Wayne Tanaka was requested to determine what possible actions the
i�x —,?-Council could consider to help those people who need financial help but do not
qualify for the low income/elderly deferral. He was also asked to comment regarding
the possibility of bringing Lynnwood into the matter. He responded that it is doubtful
that residents of another city could be made to join an LID, but it may be possible
with those in the County. He will research that question. A short recess was announced.
/REPORT FROM ENGINEERING ON COST OF ESTABLISHING PATHWAY ON 88TH.,_FROM MAIN TO 204TH�
City Engineer Jim Adams reported that the cost of a 5' wide asphalt walkway was
estimated to be $7,400, plus a monthly rate of $30 to PUD if lighting is installed.
He noted that there were no funds in the budget for this. Also, Mrs. Lyons, the lady
who had fenced her yard and thereby blocked the path previously used, did not want
the walkway near her home and was unwilling to provide an easement, and the owners of
the private road were against the public using it for walking and had indicated they
had a lot more peace and quiet since Mrs. Lyons' fence was installed. Mr. Adams
noted that there is a future plat (Pine Ridge Estates) in the area in which a pathway
could be required and also there is public right-of-way from 202nd to 204th which
could be an alternate location for a path. The School District had asked that the
City pursue the opening of a path, noting that busing of schoolchildren may be further
curtailed next year.
Mrs. Lyons said she finally has had some peace since installing the fence, and she
recalled some of the incidents which had occurred beside her home prior to the
installation of the fence --motorcycles, prowlers at night, vandalism by children,
children drinking beer, littering of newspapers, etc. She said she had contacted the
County Attorney who told her it was her property and she could fence it, and if she
did not she would be liable for incidents which may happen on it, so she had fenced
it and wanted it to remain that way. She favored the 88th St. pathway.
Sue O'Hare, 2003 84th W., said others did not favor the 88th St. pathway as it would
be too isolated because there are no homes close enough for people to watch it. She
said an adult still would have to accompany the children. She indicated preference
for the 84th St. pathway suggested as an alternate because there are homes along it.
Councilman Naughten asked Mr. Adams to provide an estimate for a walkway on 84th
instead of 88th, and Councilman Gould noted that there is $2,800 in the Sidewalk/Trail
MOTION: Improvement Fund. COUNCILMAN NORDQUIST MOVED, SECONDED BY COUNCILMAN GOULD, THAT A
A REPORT BE PROVIDED FOR THE MARCH 31, 1981 AGENDA. MOTION CARRIED.
PROPOSED ORDINANCE ESTABLISHING 1981 SALARIES FOR EXEMPT PERSONNEL
MOTION: COUNCILMAN NAUGHTEN MOVED TO ADOPT ORDINANCE 2201 AS PRESENTED, BUT WITH THE MAYOR'S
SALARY REMAINING THE SAME AS IT CURRENTLY IS AT THIS TIME BECAUSE THAT ISSUE IS UNDER
DISCUSSION. COUNCILMAN NORDQUIST SECONDED THE MOTION FOR DISCUSSION. Councilman
Nordquist said he had sent the Council a memorandum regarding compensatory time, and
he suggested that issue be discussed, reconsidering the 1977 Council action regarding
compensatory time. Councilman Kasper said he would vote against the motion. He said
this would amount to $49,628 for 22 people, plus benefits, and the average salary is
around $22,000 with the average nonrepresented salary around $11,000. Councilwoman
Goetz said department heads do run the City and should be paid for it. A ROLL CALL
VOTE WAS TAKEN ON THE MOTION, WITH COUNCIL MEMBERS NAUGHTEN, NORDQUIST, GOETZ, AND
GOULD VOTING YES, AND WITH COUNCIL MEMBERS KASPER AND ALLEN VOTING NO. MOTION CARRIED.
MOTION: COUNCILWOMAN GOETZ THEN MOVED, SECONDED BY COUNCILMAN NORDQUIST, TO PLACE A DISCUSSION
OF COMPENSATORY TIME ON THE MARCH 24, 1981 AGENDA. MOTION CARRIED.
ORGANIZATION OF EXECUTIVE DEPARTMENT
MOTION: COUNCILMAN NORDQUIST MOVED, SECONDED BY COUNCILWOMAN GOETZ, TO CONTINUE THIS ITEM
&.i5re441,,UNTIL NEXT WEEK WHEN THERE SHOULD BE A FULL COUNCIL PRESENT. MOTION CARRIED.
COUNCIL
Councilwoman Goetz noted that the Council had received copies of a letter of reprimand
and said she would like to discuss it. She asked for a short Executive Session
following this evening's meeting to do so.
EDMONDS CITY COUNCIL MINUTES
Page 4 - March 3, 1981
r-�_
I TRAFFIC ENGINEERINGe TRANSPORTATION PLANNING
1712 PACIFIC AVENUE 9 SUITE 100 * EVERETT� WA 98201 a PH: (425) 339-8266 * FAX: (425) 258-29221
May 10, 1999
Mr. Gordy Hyde
City of Edmonds, Engineering Dept.
121 - 5th Avenue North
Edmonds, Washington 98020
RECEIVE,)
MAY 1; 0 1999
PERmrr COUNTER
RE: Seattle Baptist Church in Edmonds; 24228 76th Avenue W; File No. CU-99-45
Traffic Impact Analysis for Proposed Development; GTC Project No. 99-054
Dear Mr. Hyde:
Gibson Traffic Consultants (GTC) has been retained by Seattle Baptist Church to conduct a
traffic impact study to satisfy City of Edmonds requirements for the proposed church
development. Per our scoping conversations with Jamal Mahmoud (former City Traffic
Engineer), this traffic study contains the following elements: Sunday site peak level of service
(LOS) analysis at critical intersections; traffic generation and distribution for the proposed
development and access analysis. This technical memorandum summarizes the results of the
requested traffic analysis and the impacts of the proposed residential development on the affected
City street system during weekday p.m. peak -hour traffic conditions.
BACKGROUND
Proposed Site Development & Access
The church operations for Seattle Baptist Church would relocate from the auditorium it currently
rents at Snohomish County Christian High School (between 236th Street SW and 238th Street
SW on 54th Avenue W in Mountlake Terrace) to 24228 76th Avenue W (previously occupied by
World Gym). The proposed development would occupy and convert the existing 17,728
square -foot (SF) building for church operations. The proposed development would be fully
operational by the year 2000.
The church currently supplies 225 chairs (seats) for its 11:00 AM Sunday service, and averages
an attendance of 175 people. Vanpooling and carpooling are common, with high occupancy
rates in many vehicles. On Sunday, the church also has a 10:00 AM Sunday school and 7:00 PM
service.
The proposed location would offer 66 on -site parking spaces and 2,640 SF of sanctuary space,
based on the ratio of 4 people/parking space and 40 SF of sanctuary/parking space. Therefore,
COUNTS/SURVEYS - SITE IMPACTS - LOS ANALYSIS 9 EIS e HEARINGS e SAFETY * SIGNALS * PARKING
Mr. Gordy Hyde
May 10, 1999
Page 2
the maximum occupancy would be 264 people. The schedule of events on Sunday would include
a 9:00 AM service (estimate an average 120 attendees), 10:00 AM Sunday school (estimate an
average of 150 attendees) and 11:00 AM service (estimate an average of 120 attendees); there
would no longer be an evening service. During the work week (Monday -Friday), there would be
only one service; it would be on Wednesday evening at 7:00 PM, after the PM "commuter" peak
(4:00-6:00 PM). The on -site staff would include 4 employees throughout the week (except
Saturday, for which the site would be vacant.
Site access would be provided via three (3) existing driveways. One driveway would have full
access onto 242nd Street SW to the north. Another driveway would be an inbound only
driveway from 76th Avenue W and the remaining driveway would be an exit only driveway onto
76th Avenue W. The driveways at 76th Avenue W would serve as the main entrance/exit to the
site.
Scoping & Methodology
Per the March 19, 1999 comment letter from Karissa Kawarnoto (City of Edmonds Planner),
various City/State intersections were selected for analysis. GTC subcontracted with Traffic
Count Consultants (TC') to conduct Sunday turning movement counts at the study intersections.
All of the traffic count data utilized for this study is less than one year old.
To determine future baseline traffic volumes, a 2.5% annual traffic gTowth rate was applied to the
existing volumes. This growth rate was determined from daily volumes recorded on SR-99 and
SR-104 in the 1997 Annual Traffic Report, published by the Washington State Department of
Transportation (WSDOT).
Trips generated by the proposed development were determined using trip generation data as
surveyed at the existing Seattle Baptist Church operations at the Snohomish County Christian
High School on Sunday, April 25, 1999 and data found in the 6th Edition of the Institute of
Transportation Engineers Trip Generation report.
The project's trip distribution has been determined from existing turning movement (TM) counts,
origins and destinations of the existing church's attendees as well as an examination of the
desirability of available travel routes. Project -generated trips have been assigned to the road
system in order to identify impacts at the study intersections.
Traffic congestion is generally measured in terms of level of service (LOS). Peak -hour LOS at
critical off -site intersections and the access intersection was determined using the methodology
described in the 1994 Highway Capacity Manual (HCM), Transportation Research Board (TRB)
Special Report 209. In accordance with the 1994 HCM, road facilities or intersections are rated
between LOS A and F, with LOS A being free flow and LOS F being forced flow or over-
aR'A"F',�Al.'CM
M72
Mr. Gordy Hyde
May 10, 1999
Page 3
capacity conditions (see Table 1). The LOS at intersections is measured in terms of average
delay per vehicle in seconds.
Geometric characteristics and conflicting traffic movements are taken into consideration when
determining LOS values. For two-way stop -controlled unsignalized intersections, the LOS has
been determined by the worst approach. For signalized intersections, the LOS is determined as
an average delay for all entering vehicles. Peak -hour LOS analysis calculations for existing and
future conditions were completed using Highway Capacity Software version 2. 1 g developed and
maintained by McTrans (University of Florida, Transportation Research Center).
Access locations were evaluated for sight distance. Sight distance evaluations at the site access
driveway have been conducted per American Association of State Highway and Transportation
Officials (AASHTO) guidelines.
Terry Gibson, responsible for the traffic analysis and report, is a licensed professional engineer
(Civil) in the State of Washington and past -President of the Washington State section of ITE.
EXISTING CONDITIONS
Existing Road Network
The City street system in the vicinity of the project site is shown on Figure 1. Vehicular traffic
generated by the church would access the project site via 76th Avenue W and 242nd Street SW.
SR-99 is a north -south principal arterial connecting Edmonds north to Lynnwood and south to
Shoreline. In the immediate site vicinity, SR-99 has 5 lanes and a 45-mph posted speed limit. In
addition to the 5-lane section, right -turn lanes are also provided at 238th Street SW.
SR-104/Edmonds Way is an east -west principal arterial connecting Edmonds west to Kitsap
County (via the Washington State Ferry terminal) and southeast to King County. In the site
vicinity, SR-104 has a 5-lane section with a 40-mph posted speed limit.
76th Avenue W is a north -south minor arterial (type I north of SR-99 and type 2 south of
SR-99) with two travel lanes, on -street parking and sidewalks in the site vicinity. It has a
30-mph posted speed limit and connects the project site to SR-99, SR-104 and King County.
236th Street SW is an east -west local road with two travel lanes, variable shoulders and a 25-
mph posted speed limit. 236th Street SW connects the site west to SR-99.
242nd Street SW is an east -west local road with two travel lanes, variable shoulders,
intermittent sidewalks and a no posted speed limit. 242nd Street SW connects the site east to
76th Avenue W.
aRANOF 010
Table I
LEVEL OF SERVICE (LOS) CRITERIA FOR
SIGNALIZED, UNSIGNALIZED & ALL WAY STOP INTERSECTIONS
Si2nalized
Unsignalized &
Level of
Expected
Stopped Delay
All -Way Stop
Service
Delay
Sec./Vehicle
Stopped Delay
Sec./Vehicle
A
Little/No Delay
5. 0
:!9 5. 0
B
Short Delays
5.1 to 15.0
5.1-10.0
C
Average Delays
15.1 to 25.0
10.1-20.0
D
Long Delays
25.1 to 40.0
20.1-30.0
E
Very Long Delays
40.1 to 60.0
30.1 -45.0
F
> 60.0
> 45.0
When demand volume exceeds the capacity of the lane, extreme delays will be encountered
with queuing which may cause severe congestion affecting other traffic movements in the
intersection.
Source: 1994 Highway Capacity Manual.
LOS A: free -flow traffic conditions, with minimal delay to stopped vehicles (no vehicle is delayed longer
than one cycle at signalized intersection).
LOS B: generally stable traffic flow conditions.
LOS C: occasional back-ups may develop, but delay to vehicles is short term and still tolerable.
LOS D: during short periods of the peak hour, delays to approaching vehicles may be substantial but are
tolerable during times of less demand (i.e. vehicles delayed one cycle or less at signal).
LOS E: intersections operate at or near capacity, with long queues developing on all approaches and long
delays.
LOS F: jammed conditions on all approaches with excessively long delays and vehicles unable to move at
times.
aRAFFI'C
Mr. Gordy Hyde
May 10, 1999
Page 4
Existing Intersection LOS
The current City of Edmonds standards for LOS are as follows: LOS D for arterials, LOS C for
collectors and LOS B for local roads. The arterial LOS standard is applicable to all of the study
intersections. All of the off -site intersections included in the scope of this traffic study presently
operate at acceptable or better LOS per their applicable LOS standard except SR-99 @ 236th
Street SW. Note: The total intersection LOS for the SR-99/236th intersection is LOS A which
does satisfy the City's LOS standard; however, LOS for the approach is often used in lieu of the
total intersection LOS at unsignalized intersections. Potential improvements to this intersection
are discussed under future conditions. The existing LOS and delays for all study intersections
are summarized in Table 2.
FUTURE CONDITIONS
Future Road Network
Funding has been secured for a traffic signal at the SR-99/236th Street SW intersection and
installation of the signal should occur by the end of year 2000. Three (3) signal phases are
planned for this installation (SR-99 NB and SB protected left -turn phase, SR-99 NB and SB
through -right phase and a permissive EB/WB all movement phase).
Due to the steep approach for VVB traffic, there would be the potential for accidents caused by
EB left -turning vehicles failing to yield to WB through vehicles. Currently, this is not a problem
because vehicles must stop at both approaches. To be conservative, GTC has assumed split
phasing for the EB and VVB approaches to reduce/limit this accident potential. However, the
posted speed is only 25 mph on 236th Street SW; therefore, it still may be acceptable to allow a
single EB/WB permissive phase. This 4-phase plan would result in the worst LOS conditions for
the improved intersection (2-phase would yield the best LOS); however, traffic safety may
dictate its application and the LOS would still be very acceptable.
Future 2000 without Project Trafflc Volumes
As discussed earlier, to determine future baseline traffic volumes, a 2.5% annual traffic growth
rate was applied to the existing volumes. The proposed church site would be fully operational by
the year 2000.
Trip Generation
Sunday Peak Hour of the Generator: The peak impact from the church on the City's street
system would occur on Sunday, for which the church's peak hour would occur in the morning or
during the lunch hour. The existing church operations generated 64 trips (7 in, 57 out) for an
attendance of 150 people during the peak hour of the generator on Sunday April 25th. The
proposed church facilities would have a capacity of 264 seats. Therefore, the proposed church
RR'A"F0F('1'0
OM�5
Table 2
EXISTING LEVEL OF SERVICE
Sunday Peak Hour of Generator
Year 1999
Intersection
LOS
Delay
1. SR-99
B
5.6 sec
@ 76th Avenue W
2. SR-99
F
147.3 sec
@ 236th Street SW
3. SR-104
B
14.4s . ec
@ 76th Avenue W
4. 76th Avenue W
B
5.2 sec
@ 236th Street SW
The total intersection delay is 4.4 seconds/vehicle, which represents LOS A.
a RANOF 01CM
L Me
Mr. Gordy Hyde
May 10, 1999
Page 5
could accommodate 76% more people (264/150) than the existing operations for the peak hour of
the survey. Thus, conservatively applying a 76% increase to the surveyed traffic, the proposed
church would generate 113 trips (12 in, 101 out) during the peak hour of the generator. Note:
The ITE rate for land use code 560 (Church) would result in a greater trip generation during the
peak hour of the generator, however, based on a qualitative assessment by GTC, it would not
change the LOS or conclusions of this analysis. Additionally, ITE does not contain data
correlating the number of available seats to a site's trip generation. Therefore, GTC has used
local survey data for determining off -site impacts.
Sunday Average Daily Trips (ADT): Using the ITE Sunday daily rate for church based on the
building's size, and applying the ratio of local data to ITE data for the "peak hour of the
generator," the proposed church would generate approximately 440 ADT on Sundays. Table 3
summarizes the Sunday trip generation results.
Table 3
Average Sunday Trip Generation Summary
Site Traffic
Daily Trips
Peak Hour Trips
Generation
(ADT)
Total
In
Out
150 People Attending
Not
64
7
57
During Survey
Counted
264 Seats Available
440
113
12
101
at New Facility
Weekday Traffic: The proposed church would only have one service during the week, it would
be on Wednesdays at 7'PM (after the evening commute). Otherwise, site traffic would be
minimal, attributable to 4 employees. Based on ITE rates for a 17,728 SF church, average IX'
weekday traffic would consist of 165 ADT, of which 12 trips (6 in, 6 out) would occur during the
p.m. peak hour. Note: This would be the "worst case" and only be representative of traffic
operations on Wednesdays (on days other than Wednesday, the daily trip generation for the
proposed facility would be much lower, and approximately 3 trips during the p.m. peak -hour).
Trip Distribution & Assignment
GTC used the following information to estimate the distribution of new site traffic for the
proposed development:
• Recent turning movement counts
• Locations of origins and destinations of the Seattle Baptist Church's community
• Desirability/mobility of different travel routes
The regional trip distribution has been shown on Figure 1. Driveway assignments have been
shown on turning movement diagrams in the Attachments. Based on GTC's discussion with
aR'A"F2F('1'C"
(OM,
Mr. Gordy Hyde
May 10, 1999
Page 6
Laurie Owens of Seattle Baptist Church, the attendance represents the following areas: Edmonds
(10%), Lynnwood (20%), Bothell/Eastside (25%), Everett (25%) and Shoreline/Seattle/Lake
Forest Park (20%). As shown on Figure 1, approximately 35% of the site traffic would be
destined north on 76th Avenue W towards SR-99 and 2,:�Pth Street SW. The remaining 65% of
the site traffic would be destined west on SR-104 south on 76th Avenue W/Meridian
Avenue N (5%) and east on SR-104 ( ). SR-104 provides access to downtown Edmonds,
Lake Forest Park/Mountlake Terrace, SR-99 and 1-5. 76th Avenue W provides access to SR-99
and SR-104.
Future Intersection LOS
Future (L3aseline) without PrQiLct With the future signal at the SR-99/236th Street
intersection, the LOS would improve from LOS F to LOS B for year 2000. The other off -site
study intersections would maintain the same acceptable LOS conditions as under existing
conditions with minor increases in delay. The LOS ratings and estimated intersection delays for
all of the study intersections are summarized in Table 4.
Future with Proiect: None of the off -site study intersections would degrade from future
without project LOS conditions and would continue to operate at acceptable peak LOS
conditions. The proposed site driveways would operate at acceptable peak conditions per City
LOS standards. The LOS ratings and intersection delays for all of the study intersections are
summarized in Table 4.
Sight Distance Analysis at Access Points
Ci!y Standards: Entering sight distance (ESD) and stopping sight distance (SSD) were
evaluated at the proposed. driveways. A design speed of 35 mph (30 mph posted speed plus a 5-
mph modifier to estimate the 85th percentile speed) should be used for the sight distance
evaluations on 76th Avenue W; thus, the minimum SSD required per AASHTO is 250 feet and
the minimum ESD is 470 feet. A design speed of 30 mph (25 mph posted speed plus a 5-mph
modifier to estimate the 85th percentile speed) should be used for the sight distance evaluations
on 242nd Street SW; thus, the minimum SSD requirid per AASHTO is 200 feet and the
minimum ESD is 375 feet. At all of the driveways, SSD does not need be adjusted for the nearly
flat profiles on 242nd Street and 76th Avenue W.
Proposed Access Driveways: The SSD line of sight would be clear for at least 250 feet at all of
the proposed driveways. The ESD triangle would be clear for the site driveways for 470 feet or
to the nearest controlled intersection. Thus, all of the proposed site driveways meet AASHTO
standards for both SSD and ESD requirements.
RR'A"AF('1'C"
aHVIO
Table 4
FUTURE LEVEL OF SERVICE
Sunday Peak Hour of Generator
FUTURE 2000 CONDITIONS'
Without Project
With Project
Intersection
LOS
Delay
LOS
Delay
1. SR-99
B
5.7 sec
B
6.2 sec
@ 76th Avenue W
2. SR-99 @ 236th Street SW
B
5.5 sec
B
5.6 sec
(with signal)
1
3. SR-104
C
17.4 sec
C
19.6 sec
@ 76th Avenue W
4. 76th Avenue W
B
5.2 sec
B
5.6 sec
@ 236th Street SW
5. 76th Avenue W
..........
B
5.1 sec
@ SW Driveway
Includes a 2.5 percent annual growth factor to account for other
planned/programmed development in the area.
RR'A"AF('1'C"
(OM,
Mr. Gordy Hyde
May 10, 1999
Page 7
MITIGATION
Recommended Off -Site Improvements/Mitigation
All of the study intersections are projected to operate at acceptable LOS conditions during the
critical PM peak period with or without the project for the horizon year of 2000. Therefore,
specific off -site improvements would not be required of the proposed development. The City of AO
Edmonds has a mitigation fee of $ per weekday p.m. peak hour trip generated b
developments. This fee is based on tr1suptortation. improvement projects included in the City's 6-
Year TIP. Thus, the Seattle Baptist Church project should pay the City of Edmonds a mitigation
fee of $2,856 (12 new p.m. peak trips x $238/p.m. peak trip). Alternatively, as was calculated for
the Edmonds United Methodist Church (see GTC traffic impact analysis), the City's fee of $58
per a.m. peak hour trip generated by developments applied to the 7-day average of 27 new AM
peak trips (see Attachments) would result in a mitigation fee of $1,566.
Recommended On-Site/Access Improvements
The following on -site access and safety improvements are recommended to enhance the safety of
vehicular traffic in the project vicinity:
• Install standard stop signs and stop lines per MUTCD guidelines at the proposed
access approaches to 76th Avenue and - 242nd Street to safely control traffic
flow/movements from the project site.
• Maintain clear sight triangles per AASHTO standards at the proposed access points to V/
ensure clear lines of sight for vehicles entering onto the major street.
We trust that this memorandum letter and attachments adequately address the traffic impacts and
mitigation issues for the proposed Seattle Baptist Church in Edmonds. If you have any questions
on GTC's analysis or findings, please feel free to call me at (425) 339-8266. Thanks, Gordy.
Sincerely,
GIBSON TRAFFIC CONSULTANTS9 INC. P.S.
F-0,79pff'-w
Carter A. Danne
Transportation Planning Engineer
Attachments
XC: Laurie Owens, Seattle Baptist Church
Jim Egge, James Egge & Associates
L G Ri
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New Trip Distribution Values (Raw values not corrected for rounding error.)
SHEET. OF
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CHECKED DATE
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PROJECT jp JOB NO.
SUBJECT
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1712 PACIFIC AVENUE o SUITE 100 e EVERETT, WA 98201 * PH: (425) 339-8266 s FAX: (425) 258-2922
- q -
46a.jtel e.-Vt
W 0/0
rip Generation Worksheet for Rate -Based Calculations
N
Project: Seattle Baptist Church in Edmonds
Project Number: 99-054
Land Use: Church
ITE TGM Code: 560
Analyst: BN
Date: 4/21/99
Checked By:
Date:
Project Variable
Variable
Quantity
Unit of Measure
Source
Project / Site
17.728
1000 sf
Church
Average Sunday Daily Trips
Variable
Quantity
Unit of Measure
Source
ADT Trip Generation
ITE "Trip Generation" Manual,
Rate
36.63
Trips/ 1000 sf
6th edition
Total ADK
I j-,)
) 649.38
Gross ADT
ADT Rate x Site Variable
1 1
Sunday Peak Hour of Generator Trips
Variable
Quantity
Unit of Measure
Source
Sunday Peak Hour Trip
9.49
Trips/ 1000 sf
ITE "Trip Generation" Manual,
Generation Rate
6th edition
Total Sunday Peak
168.24
Total Sunday Peak
Sunday Peak Hour Rate x Site Variable
Hour Trips
Hour Trips
Sunday Peak Trips
85.80
51% In
ITE "Trip Generation" Manual,
Inbound
6th edition
Sunday P ak Trips
82.44
I
49% Out
ITE "Trip Generation" Manual,
Outbound I
I 6th edition
Average Weekday Daily Trips
Variable
Quantity
Unit of Measure
Source
ADT Trip Generation
Rate
9.11
Trips/ 1000 sf
ITE "Trip Generation" Manual,
6th edition
Total ADT
161.50
Gross ADT
ADT Rate x Site Variable
PM Peak Hour Trips
Variable
Quantity
Unit of Measure
Source
PM Peak Hour Trip
0.66
Trips/ 1000 sf
ITE "Trip Generation" Manual,
Generation Rate
6th edition
Total PM Peak
11.70
Total PM Peak
PM Peak Hour Rate x Site Variable
Hour Trips
Hour Trips
ITE "Trip Generation" Manual,
PM Peak Trips Inbound
6.32
54% In
6th edition
PM Peak Trips
ITE "Trip Generation" Manual,
Outbound
5.38
I
46% Out
I
I 6th edition
X
C
SR-99 @ 76th Ave W
Existing Volume
Sunday, 4/25/99
From: 11:30 AM
To: 12:30 PM
4G
1 777
0 1 666 1
0 0
0
*3 0 �3
lz�
157 76th Ave W
0 <P
c* 157 C*
10
a
823
ID
11,6201
ill
Ib
SR-99
SR-99
0
1 0
11,5431
0
123
C) 0 123 c)
0
76th Ave W 234
lb
C* ill
720 0
720
North
I
Future without Project
797
11,6611
864
Sunday Peak Hour of Generator
0
683
114
Year: 2000
4
Growth Rate = 2.5%
0
SR-99
126
Years of Growth = 1
4� 0 1:3
0 126 c3
Total Growth = 1.0250
Iz,
161 76th Ave W
76th
0
Ave W 240
North
161 F:O::: C*
114
161
SR-99
0
0
1 0
738
11,5821
738
Project Trip Assignments
4
3
1�
33
0
30
Sunday Peak Hour of Generator
3 1
0
11:1 61
SR-99
0
30
0 76th Ave W
76th Ave W 33
North
0
3
SR-99
0
0
0
ID
Future with Project
Sunday Peak Hour of Generator
Year: 2000
+2.5% Annual Growth
t?
0
161 76th Ave W
0
c* 161 r _0 C:-
I rl 6-1 lb
4 4 la
800 11,6941 894
0 1 683 1 117
4 'ZI 63
SR-99 R� 156
C3 0 156 �3
C2 T
76th Ave W 273 North
117
SR-99
a 0 63
0 1 738 1 0
844 11,5821 738
IG 1D
Page 1 of 1
SR-99 @ 236th St. SW
Existing Volume
Sunday, 4/25/1999
From: 11:30 AM
To: 12:30 PM
Future without Project
Sunday Peak Hour of Generator
Year: 2000
Growth Rate = 2.5%
Years of Growth = 1
Total Growth = 1.0250
0
53
103 236th Street SW
28
50 5
17 zi
0 la 0
958 11,9161 958
21 1 929 1 8
0 -a
0
51 1:3
1:4
100 236th Street SW
E 27 41
49 15 c*
17 z,
SR 99
1:3 0 10 1:3
0
236th Street SW 37
27
SR 99
Cz. la 0
30 1 929 1 14
954 11,9271 973
982 11.9641 982 J
22 1 952 1 8
0 a
SR 99
C3 0 10 C3
t2
236th Street SW 37
1�1
C:1 27
SR 99 0
0 1�1 1D <9
1 31 1 952 1 14
7 11,9741 997
ID ID
Project Trip Assignments
ID
ia
0
0
0
Sunday Peak Hour of Generator
SR 99
5
E5 5
t* 6 236th Street SW
236th Street SW 6
SR 99
0
8
la
Future with Project
Sunday Peak Hour of Generator
Year: 2000
+2.5% Annual Growth
0
-:3 58 �3
9ZO
<* 109 236th Street SW
E 28 0
51 6
17
982 11,9641
22 1 952 1 8
0 0 lb 'Iq
SR 99 "> E5 15
C3
0
236th Street SW 43
'ZI
C* 28 c*
SR 99
P4 la �p
31 1 952 1 14
977 11,9741 997
T
North
T
North
T
North
T
North
Page 1 of 1
SR-1 04 @ 76th Ave W
Existing Volume
Sunday, 4/25/1999
From: 11:30 AM
To: 12:30 PM
0
4:3 1.544 43
4* 2,945
55
401 1 315
Future without Project
Sunday Peak Hour of Generator
Year: 2000
Growth Rate = 2.5%
Years of Growth = 1
:o 1,583
Total Growth = 1.0250
c* 3,019
56 41
1,436rl—.34-8 -*
Project Trip Assignments
Sunday Peak Hour of Generator
Future with Project
Sunday Peak Hour of Generator
Year: 2000
+2.5% Annual Growth
r"
10 1:3
C*
IF,
,:m 1,593
4* 3,030
57 41
1,437 1,348 *
1 32 <b
1 206 41.3 1 207
1 45 1 58 103
0 Ib 0
76th Ave W
SR-104 EE SR-104
76th Ave W
0 9�1
f -66 71 11
170 1 4251 255
211 1 423 212
46 59 106
Ib
76th Ave W
SR-104
F3-54-4�
SR-104
76th Ave W
0
1 68 1 73 1 12
174 1 436 1 262
66 1 74 8
10 1 5 51 1
0 Ib lz�
76th Ave W
SR-104 SR-104
76th Ave W
la
0
5 6
277 497 220
56 157
0 <�J
76th Ave W
SR-104 Ei� SR-104
76th Ave W
(ZO
68 1 74 1 12
179 1 4421 263
a ID 1)'
C,I r _Q4
Cm 1,595 :3
0
3,131 4*
C*
Z)
r 8-3
rl—,469 1,635
3,210
R> ff 6
C3
57
C* 51
r-89—
rl—.469 1,641
0
72-67
T
North
T
North
T
North
T
North
Page 1 of I
76th Ave W @ 236th St. SW
Existing Volume
0
151
a
313
la
162
Sunday, 4125/99
15
1 133 1
3 1
From: 11:15AM
To: 12:15 PM
0
12
a
Ib
76th Ave W
q
0
24
0
ff2
8
4*
236th Street SW
F-35-2-1
236th Street SW
21
49
25
E
5
fl
<b
76th Ave W
C*
10
13
16
7
1�
156
153
1 321
1bU
Future without Project
3
154
320
1D
166
Weekday PM Peak Hour
15
136
3
Year: 2000
Growth Rate = 2.5%
0
76th Ave W
Years of Growth = 1
24
<-2
0
Total Growth = 1.0250
c*
236th Street SW
F-3579
236th Street SW
21
49
C*
25
4
0
*
'ZI
13
P5
16
'b
76th Ave W
Ib
F-7776
7
la
5
160
328
172
Project Trip Assignments
PM Peak Hour
3
33
30
3
Weekday
0
76th Ave W
la
5
Iz.
<-3
0
0
CM
6
236th Street SW
236th Street SW
0
0
76th Ave W
0
4
0
5
30
4
1 39
35
8
la
Future with Project
157
ID
353
la
196
Weekday PM Peak Hour
15
139
3 J
Year: 2000
+2.5% Annual Growth
0
t2
4
<b
76th Ave W
29
4r.3
0
�2
55
236th Street SW
F 398
236th Street SW
21
c*
26
0
IZI
C:>
13
c*
� �4
1 7
76th Ave W
IT
160
1 367 1
207
4
ID
q
T
North
T
North
T
North
T
North
Page 1 of 1
EW Driveway @ 76th Ave W
Existing Volumes (Projected)
a
8
la
206
413
207
Sunday, 4/25/1999
2061
From: 11:30 AM
0
To: 12:30 PM
1:3
0
0
76th Avenue W
9;4
0
E-W Driveway
<9
0
<b
76th Avenue W
206
413
207
Future without Project
Sunday Peak Hour of Generator
211
423
212
0
1 211 J
Year: 2000
0
la
Growth Rate = 2.5%
0
0
76th Avenue W
Years of Growth = 1
9�1
Total Growth = 1.0250
0
E-W Driveway
F423
0
<P
0
0
<Z1
76th Avenue W
VS
la
E=
F-
211
423
212
Project Trips
Sunday Peak Hour of Generator
4
39
357
1 4
1
0
J
a
c-3
12
0
76th Avenue W
4:*
113
E-W Driveway
F1 137
3 5
101
66
<�s
76th Avenue W
66
74
4
Future with Project
4
la
Sunday Peak Hour of Generator
215
462
247
4
1 211 1
a
0
c3
12
t?
76th Avenue W
113
E-W Driveway
F 536�
35
0
c*
101
66
zi
76th Avenue W
a
la
277
497
220
8
la
T
North
T
North
I
T
North
I
T
North
I
Page 1 of 1
H`CS: Unsignalized Intersections Release 2.1g 9976E.HC0 Page 1
=======================================================================
Center For Microcomputers In Transportation
University of Florida
512 Weil Hall
Gainesville, FL 32611-2083
Ph: (904) 392-0378
=======================================================================
Streets: (N-S) SR-99 (E-W) 76TH AVE W
Major Street Direction.... NS
Length of Time AnaIyzed... 15 (min)
Analyst.................~. BN
Date of Analysis.......... 4/27/99
Other Information ......... EXISTING SUNDAY 4/25/99 11:30AM-12:30PM
Two-way Stop -controlled Intersection
=======================================================================
| Northbound | Southbound Eastbound / Westbound
|L T R |L T R L T R |L T R
No. Lanes
Stop/Yield | N; Y| |
Volumes 111 666 0| 157� 123
PHF | .82 | .82 .82 82| .82
Grade | -2
MC's
SU/RV's
CV's (%) | | 1 | 0|
Adjustment Factors
Vehicle
Critical Follow-uo
Maneuver
Gap (tg) Time (�f)
Left Turn
Major
Road
5.50 2.10
Right Turn
Minor
Road
5.50 2.60
Through Traffic
Minor Road
6.50 3.30
Left Turn
Minor
Road
7.O0 3.40
°
^
. .
' HCS: Unsignalized Intersections Release 2.1g 9976E.HC0 Page 2
Worksheet for TWSC Intersection
Step 1: RT from Minor Street WB EB
Conflicting Flows: (vph)
439
406
Potential
Capacity: (pcph)
830
862
Movement
Capacity: (pcph)
830
862
Prob. of
Queue -Free State:
0.77
0.80
Step 2: LT from Major Street
SB
NB
Conflicting
Flows: (vph)
878
Potential
Capacity: (pcph)
579
Movement
Capacity: (pcph>
579
Prob. of
Queue -Free State:
0.74
Intersection Performance
Summary
Avg.
95%
Flow Move Shared
Total
Queue
ApProach
Rate Cap Cap
Delay
Length
LOS Delay
Movement
(pcph) (pcph) (pcph>(sec/veh)
(veh)
(sec/veh}
5.2
EB R
172 862
5.2
0.8
B
5.6
WB R
188 830
5.6
1.0
B
SB L
150 579
8.4
1.1
B 1.2
Intersection Delay
=
1.4 sec/veh
°
^
HCS: Unsignalized Intersections Release 2.1g 99236E.HC0 Page 1
=======================================================================
Center For Microcomputers In Transportation
University of Florida
512 Weil Hall
Gainesville, FL 32611-2083
Ph: (904) 392-0378
=======================================================================
Streets: (N-S) SR-99 (E-W) 236TH ST SW
Major Street Direction.... NS
Length of Time Analyzed... 15 (min)
Analyst................... BN
Date of Analysis.......... 4/27/99
Other Information ....... ..EXISTING GUNDAY 4/25/99 11:30AM-12:30PM
Two-way Stop -controlled Intersection
=======================================================================
| Northbound | Southbound | Eastbound Westbound
|L T R |L T R |L T R |L T R
. . . .
No. Lanes | 1 2 < 0 | 1 2 < 0 | ON > 1 < 0 | 0 > 1 < 0
Stop/Yield Y| Y| |
Volumes | 30 929 14| 8 929 21| 27 5 171 8 0 2
PHF | .88 .88 .881 .88 .88 Be;..88 .88 .88/ .88
Grade | -2
MC's (%) | 0 | 0 | 0 0 0| 0 0 0
SU/RV's (%)| 0 | 0 | 0 0 0| 0 0 0
CV's (%) | 1 | 1 | 2
PCE's |1.22 �0.81 0.81 0.81|�.40
`
Adjustment Factors
Vehicle Critical Follow-:p
Maneuver Gap (tg) Time (tf)
Left Turn Major Road 5.50 2.10
Right Turn Minor Road 5.50 2.60
Through Traffic Minor Road 6.50 3.30
Left Turn Minor Road 7.00 3.40
` HCS: Unsignalized Intersections Release 2.1g
=======================================================================
99236E.HC0 Page 2
Worksheet for TWSC
Intersection
Step 1: RT from Minor Street
WB
' EB
Conflicting Flows: (vph)
528
528
Potential Capacity: (pcph)
748
748
Movement Capacity: (pcph)
748
748
Prob. of Queue -Free State:
1.00
0.98
Step 2: LT from Major Street
SB
NB
Conflicting Flows: (vph)
1056
1056
Potential Capacity: (pcph)
465
465
Movement Capacity: (pcph)
465
465
Prob. of Queue -Free State:
0.98
0.93
Step 3: TH from Minor Street
WB
EB
Conflicting Flows: (vph)
2155
2155
Potential Capacity: (pcph)
60
60
Capacity Adjustment Factor
due to Impeding Movements
0.91
0.91
Movement Capacity: (pcph}
55
55
Prob. of Queue -Free State:
1.00
0.91
---- _______________________________________________
Step 4: LT from Minor Street
WB
EB
Conflicting Flows: (vph)
2158
2155
Potential Capacity: (pcph)
44
44
Major LT, Minor TH
Impedance Factor:
0.83
0.91
Adjusted Impedance Factor:
0.87
0.93
Capacity Adjustment Factor
due to Impeding Movements
0.85
0.93
Movement Capacity: (pcph)
37
41
Flow
Rate
Movement (pcPh)
EB L 25
EB T 5
EB R 15
Intersection Performance Summary
�
Avg.
95%
Move
Shared
TotaI
Queue
Cap
Cap
Delay
Length L
(pcph)
(p(--ph)(sec/veh)
(veh>
41
>
55
> 62
147.3
2.4
748
>
WB L
13
37 >
WB T
0
55 > 45
WB R
3
748 >
NB L
31
465
SB L
11
465
LOS
ApProach
Delay
(sec/veh)
147.3
118.9
0.9
F
118.9
8.3
0.1
B
O.3
7.9
0.0
B
0.1
Intersection Delay = 4.4 sec/veh
'CM: SIGNALIZED
INTERSECTION SUMMARY
Version
2.4g 04-27-1999
' Center
For
Microcomputers
In Transportation
=======================================================================
Streets: (E-W) SR-104
(N-S) 76TH
AVE W
Analyst: BN
File Name:
10476E.HC9
Area Type: Other
4-27-99
SUNDAY
Comment: EXISTING SUNDAY
4/25/99
11:30AM-12:3OPM
=======================================================================
� Eastbound
| Westbound
| Northbound
| Southbound
|L
T R
|L
T R
|L
T R L
T R
No. Lanes | 1
2 1
/ 1
2 1
| 1
1 1 | 1
1 1
Volumes | 55
1315
3181
1433
81| 66
71 118� 103
58 45
PHF or PK15|0.83
0.83 0.83|0.83
0.83 0.83|0.83
0.83 0.83|0.83
0.83 0.83
Lane W (ft)�12.0
12.0 12.0|12.0
12.0 12.0/12.0
12.0 12.0|12.0
12.0 12.0
Grade
-6 |
6
% Heavy Veh; 0
0
0| 0
Parking |N
N
!N
N
|N
N |N
N
Bus Stops
Con. Peds
01;
0|
0|
0
Ped Button |(Y/N)
Y 14.5
s|(Y/N)
Y 14.5
s|(Y/N)
Y 20.5 s|(Y/N)
Y 20.5
Arr Type | 3
3
3| 3
3
3� 3
3 311
RTOR Vols |
91
24|
35�
14
Lost Time |3.00
3.00 3.0013.003.00�3.00
3.00 3.00|3.00
3.00 3.0�
Prop. Share'
Prop. Prot.
12|
|
Signal Operations
Phase Combination J.
2
3
4 | 5
6
7 8
EB
Left
*
|NB Left *
Thru
*
| Thru
*
Right
*
| Right
*
Peds
*
| Peds
WE'
Left
*
|SB Left *
Thru
*
| Thru
*
Right
*
| Right
�
Peds
*
| Peds
NB
Right
*
|EB Right *
SB
Right
*
|WB Right *
Green
9.0A
75.0A
|Green 10.0A
10,0A
Yellow/AR
4.0
4.0
|Ye1low/AR 4.0
4.0
Cycle
Length:
120 secs
Phase combination
order: #1 #2
#5 #6
Intersection
Per+ormance
Summary
Lane
Group:
Adj Sat
v/c
g/C
A�proach:
Mvmts
Cap
Flow
Ratio
Ratio Delay
LOS
Delay L��
Ell?L
153
1832
0.432
0.083 35.0
D
10.6 �
T
2443
3857
0,681
0.633 9.7
B
R
1229
1639
0.021
0.750 2.5
A
WB
L
148
1778
0.661
0.083 41.5
E
12.4 B
T
2371
3743
0.765
0.633 11.2
B
R
1193
1591
0.058
0.750 2.5
A
NB
L
169
1841
0.474
0.092 35.0
D
31.9 D
T
178
1938
0.484
0.092 35.1
D
R
329
1647
0.304
0.200 26.6
D
SB
L
159
1734
0.780
0.092 48.8
E
40.7 �7
T
167
1825
0.418
0.092 34.3
D
R
310
1551
0.119
0.200 25.4
D
Intersection
Delay =
14.4 sec/veh Intersection
LOS = B
Lost Time/Cycle,
L =
12.0 sec Critical
v/c(x) =
0.728
HCS: Unsignalized Intersections Release 2.1g 76236E.HC0 Page 1
Center For Microcomputers In Transportation
University of Florida
512 Weil Hall
Gainesville, FL 32611-2083
Ph: (904) 392-0378
=======================================================================
Streets: (N-S) 76TH AVE W (E-W) 236TH ST SW
Major Street Direction.... NS
Length of Time Analyzed... 15 (min)
Analyst................... BN
Date of Analysis.......... 4/27/99
Other Information ......... EXISTING SUNDAY 4/25/99 11:30AM-12:30PM
Two-way Stop —controlled Intersection
=======================================================================
| Northbound | Southbound | Eastbound Westbound
�L T R |L T R |L T R |L T R
'---- ---- -------- ---- ----|---- ---- ----|---- ---- ----
No. Lanes 0 > 2 < 0 | 0 > 1 < 0 | 0 > 1 < 0 | 0 > 1 < 0
Stop/Yield | N/ . N| �
Volumes | 7 156 51 3 133 15: 4 5 17; 4 2 2
PHF | .86 .86 .86| .86 .86 .861 .86 .86 .86| .86 .86 .86
Grade | 2 | O | O | 3
MC's (%) | 0 | 0 | 0 0 0| 0 0 0
SU/RV's (%)| 0 | 0 | 0 0 0| 0 0 0
CV's (%) | 0 | 1 | 0 0 0| 13 13 13
PCE's |1.20 |1.01 11.00 1.00 1.00|1.72 1.72 1.72
_______________________________________________________________________
Adjustment Factors
Vehicle
CritIcal
Follow-up
Maneuver
Gap (tg)
Time (tf>
Left Turn Major Road
5.00
2.10
Right Turn Minor Road
5.50
2.60
Through Traffic Minor Road
6.00
3.30
Left Turn Minor Road
6.50
3.40
HCS: Unsignalized Intersections Release 2.1g 76236E.HC0 Page 2
Worksheet for TWSC Intersection
--------------------------------------------------------
Step 1: RT from Minor Street WB EB
Conflicting Flows: (vph)
94
164
Potential Capacity: (pcph)
1241
1143
Movement Capacity: (pcph)
1241
1143
Prob. of Queue -Free State:
1.00
0.98
--------------------------------------------------------
Step 2: LT from Major Street
SB
NB
________________________________________________________
Conflicting Flows: (vph)
187
172
Potential Capacity: (pcph)
1396
1419
Movement Capacity: (pcph)
1396
1419
Prob. of Queue -Free State:
1.00
0.99
TH Saturation Flow Rate: (pcphpl)
1700
3400
RT Saturation Flow Rate: (pcphpl)
1700
1700
Major LT Shared Lane Prob.
of Queue -Free State:
1.00
0.99
---------------------------------------------------------
Step 3: TH from Minor Street
WB
EB
________________________________________________________
Conflicting Flows: (vph)
367
362 '
Potential Capacity: (pcph)
700
704
Capacity Adjustment Factor
due to Impeding Movements
0.99
0.99
Movement Capacity: (pcph)
693
697
Prob. of Queue -Free State:
1.00
0.99
Step 4: LT from Minor Street
WB
EB
------------------------------------------
0 --------------
Conflicting Flows: (vph)
372
356
Potential Capacity: (pcph)
645
659
Major LT, Minor TH
Impedance Factor:
0.98
0.99
Adjusted Impedance Factor:
0.99
0.99
Capacity Adjustment Factor
due to Impeding Movements
0.97
0.99
Movement Capacity: (pcph)
________________________________________________________
625
650
�
now
HCS:
=======================================================================
Unsignalized
Intersections Release 2.1g 76236E.HC0 Page 3
Intersection Performance Summary
Avg.
95%
Flow
Move Shared Total
Queue
Approach
Rate
Cap Cap Delay
Length LOS
Delay
Movement
(pcph)
(pcph) (pcph)(sec/veh)
------ ------ -------
(veh)
-------- -----
(sec/veh)
----------
---------
EB
L
------
5
650 >
ES
T
6
697 > 917 4.1
0.0 A
4.1
` EB
R
20
1143 >
WB
L
9
625 >
WB
T
3
693 > 709 5.2
0.0 B
5.2
WB
R
3
1241 >
NB
L
10
1419 2.6
0.0 A
0.1
SB
L
3
1396 2.6
0.0 A
0.1
Intersection Delay =
0.5 sec/veh
°
,, '
^
`S: Unsignalized Intersections Release 2.1g 9976F.HC0 Page 1
Center For Microcomputers In Transportation
University of Florida
512 Weil Hall
Gainesville, FL 32611-2083
Ph: (904) 392-0378
Streets: (N-S) SR-99 (E-W) 76TH AVE W
Major Street Direction.... NS
Length of Time Analyzed... 15 (min)
Analyst................... BN
Date of Analysis.......... 4/27/99
Other Information ......... FUTURE 2000 WITHOUT PROJECT
Two-way Stop -controlled Intersection
=======================================================================
| Northbound | Southbound | Eastbound | Westbound
|L T R |L T R |L T R L T R
�____ ____ ~___|____ ____ ____|____ ____ ____|____ ____
No. Lanes | 0 2 0 | 1 2 < 0 | 0 0 1 ! 0 0 1
Stop/Yield | N| Y| �
Volumes | 738 | 114 683 0| 161| 126
PHF | .82 | .82 .82 .82| .82| .82
Grade -2 | 1 | -2 1
MC's (%) | | 0 | 0|
SU/RV's (%>: | 0 | 0|
CV's (%) 1 | 0|
PCE's K.11 | 0.90 1.25
_______________________________________________________________________
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
Time (tf)
__________________________________________________________________
Left Turn Major
Road
5.50
2.10
Right Turn Minor
Road
5.50
2,60
Through Traffic
Minor Road
6.50
3.30
Left Turn Minor
Road
7.00
3.40
°
. .
^ HCS: Unsignalized Intersections Release 2.1g 9976F.HC0 Page 2
Worksheet for TWGC Intersection
--------------------------------------------------------
Step 1: RT from Minor Street WB EB
Conflicting Flows: (vph)
450
416
Potential
Capacity: (pcph)
819
852
Movement
Capacity: (pcph)
819
852
Prob. of
--------------------------------------------------------
Queue -Free State:
0.77
0.79
Step 2: LT from Major Street
________________________________________________________
SB
NB
Conflicting
Flows: (vph)
900
Potential
Capacity: (pcph)
564
Movement
Capacity: (pcph)
564
Prob. of
________________________________________________________
Queue -Free State:
0.73
^
Intersection
Performance Summary
Avg.
95%
Flow Move Shared
Total
Queue
Approach
Rate Cap Cap
Delay
Length LOS
Delay
Movement
(pcph) (pcph) (pcph)(sec/veh)
(veh)
(sec/veh)
5.3
EB R
176 852
5.3
0.9 B
5.7
WB R
192 819
5.7
1.0 B
SB L
155 564
8.8
1.2 B
1.3
`
HEM: SIGNALIZED INTERSECTION SUMMARY
Version 2.4g 04-27-1999
' Center For Microcomputers
In Transportation
Streets: (E-W) 236TH
ST SW
(N-8) SR-99
Analyst: BN
File Name: 99236F.HC9
Area Type: Other
4-26-99 GUNDAY
Comment: FUTURE 2000
=======================================================================
WITHOUT PROJECT
| Eastbound
| Westbound
| Northbound | Gouthbound
|L T
R |L T R
|L T R L
T R
.____ ____
'
____---- ____ ____---- ____ ____.__
. ' . __
____ -----
No. Lanes | 0 > 1
< 0 | O > 1 < 0
| 1 2 < 0 | 1
2 < 0
Volumes | 8 1
2| 28 5
17| 31 952 14| 8
952 22
PHF or PK15!0.98 0.98
0.9810.98 0.98 0.98;0.98 0.98 0.98|0.98
0.98 0.98
Lane W (ft)| 16.0
| 12.0
|12.0 12.0 |12.0
12.0
Grade | -4
6
| -2 |
2
% Heavy Veh| 0 0
0| 0 0
0| 1 1
1 1
Parking ;N N
|N N
|N N |N
N
Bus Stops |
0|
0: 011
0
Can. Peds |
011
011 011
0
Ped Button |(Y/N) Y 17.5 s|(Y/N) Y 17~5
s|(Y/N) Y 9,5 s|(Y/N)
Y 9.0
Arr Type | 3
| 3
| 3 3 | 3
3
RTOR Vols |
1|
1| 2|
3
Lost Time |3.00 3.00
3.00|3.00 3.00 3.00|3.00 3.00 3.00/3.00
3.00 3.00
Prop. Share;
Prop. Prot"|
Phase Combination
EB Left
Thru
Right
Peds
WB Left
Thru
Right
Peds
NB Right
SB Right
Green
Yellow/AR
Cycle Length:
-------------
EB
WB
NB
SB
Lan a
Mvmts
LTR
LTR
L
TR
TR
Signal Operations
1 2
3 4| 5
6
*
!NB Left *
*
| Thru
�
*
| Right
*
*
( Peds
*
*
|SB Left *
*
| Thru
*
*
| Right
*
*
| Peds
*
|EB Right
:WB Right
4.0A 10.0A |Green 4.0A 86.0A
4.0 4.0 !Yellow/AR 4.0 4.0
120 secs Phase combination order: #1 #2 #5 #6
---------------------------- 0 ----------------------------
Group:
Cap
Intersection Performance
Adj Sat x/c g/C
Flow Ratio Ratio
_______ _____
78
1872
141
1535
75
1805
2750
3793
74
1769
2693
3714
Intersection
Lost Time/Cycle. L = 12.0
Summary
Apprcach:
Delay LOS Delay LCS
_____ ___ _____
0.128
0.042 35.8
D
35.8 D
0.355
0.092 33,7
D
33.7 C
0.425
0.042 38.6
D
5.1 B
0.375
0.725 4.1
A
0.109
0.042 35.8
D
4.4 A
0.386
0.725 4.1
A
Delay =
5.5 sec/veh Intersection
LOS = B
sec Critical v/c(x)
=: 0.373
-' '
HOM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 04_27-1999
Center For Microcomputers In Transportation
Streets: (E-W) SR-104 (N-S) 76TH AVE W
Analyst: BN File Name: 10476F.HC9
Area Type: Other 4-27-99 SUNDAY
Comment: FUTURE 2000 WITHOUT PROJECT
=======================================================================
| Eastbound Westbound | Northbound | Southbound
�L T R |L T R |L T R |L T R
.____ ____ ____---- ____ ____---- ____ ____.____
. . . .
No. Lanes | 1 2 1 | 1 2 1 | 1 1 1
Volumes | 56 1348 32: 63 1469 83| 68 73 121| 106 59 46
PHF or PK15�0.83 0.83 0.83|0.83 0.83 0.83|0.83 0.83 0.83110.83 0.83 0.83
Lane W (ft)|12.0 12.0 12.0|12.0 12.0 12.0|12"0 12.0 12.0|12.0 12.0 12.0
Grade -6 | 6
% Heavy Veh| 0 0 0| 0 0 0| 1 1 1| 1 1 1
Parking �N N IN N IN N |N N
Bus Stops 011 0: 011 0
Con. Peds | 011 011 0| 0
Ped Button |(Y/N) Y 14.5 s!(Y/N) Y 14.5 s|(Y/N) Y 20"5 s:(Y/N) Y 20,5
Arr Type 3 3 31, 3 3 3| 3 3 31, 3 3 3
RTOR Vols | 9| 24| 35| 14
Lost Time <3.00 3.00 3.00|3.00 3~00 3.00|3.00 3.00 3.00|3.00 3.00 3.00
' . .
Prop. Share.. . . .
Prop. Prot.| 12| 12| |
Signal Operations
Phase Combination
1 2
3
4 5
6
7 8
EB Left
*
:NB Left *
Thru
Thru
*
Right
Right
*
Peds
*
| Peds
WB Left
*
|SB Left *
Thru
*
| Thru
*
Right
*
| Right
*
Peds
*
| Peds
NB Right
*
:ES Right *
SB Right
*
|WB Right *
Green
8.0A
69.0A
!Green 12.()A
15.0A
Yellow/AR
4.0
4.0
:Yellow/AR 4.0
4.0
Cycle Length:
120
secs Phase
combination �order.- #1 #2
#5 #6
-------------------------------------------
Intersection
Performance Summary
Lane Group:
A d j Sat
v/c
g/C
Approach:
Mvmts
Cap
Flow
Ratio
Ratio Delay
LOS
Delay LOS
_____
EB L
____
137
_______
1832
_____
0.488
0.075 36.6
D
13.9 B
T
2250
3857
0.758
0.583 13.1
B
R
1175
1639
0.024
0.717 3.2
A
WB L
133
1778
0.750
0.075 48.8
E
17.0 C
T
2183
3743
0.851
0.583 15.8
C
R
1140
1591
0.062
0.717 3.3
A
NB L
199
1841
0.411
0.108 33.1
D
29.1 D
T
258
1938
0"341
0.133 30.8
D
R
384
1647
0.271
0.233 24.4
C
SB L
188
1734
0.682
0.108 39.8
D
34.4 D
T
243
1825
0.292
0.133 30.5
D
R
362
1551
0.105
0.233 23.4
C
Intersection
Delay =
17.4 sec/veah Intersection
LOS = C
Lost Time/Cycle, L
_______~___________
= 12,0
sec Critical v/c(m) =
~______ _____~--_____________
`
0.747
`
HCS: Unsignalized Intersections Release 2.1g 76236F.HCO Paae A!
Center For Microcomputers In Transportation
University of Florida
512 Weil Hall
Gainesville, FL 32611-2083
Ph: (904) 392-0378
Streets: (N-S) 76TH AVE W (E-W) 236TH ST SW
Major Street Direction .... NS
Length of Time Analyzed ... 15 (min)
Analyst ................... BN
Date of Analysis .. ....... 4/27/99
Other Information ......... FUTURE 2000 WITHOUT PROJECT
Two-way Stop -controlled Intersection
Northbound South
L T R L 11
No. Lanes 0 > 2 < 0 1 0 > I
Stop/Yield N;
Volumes 7 160 5: 3 1
PHF .86 .86 .86: .86
Grade 2
MC's o C'�
SU/RV's M! C) 0
CV's (%) 0 1.
PCE's !1.20 4.01
----------------------------------
bound
Eastbound
Wes t bowr. d
R
L
-r
R
L
T R
< 0 1
0 >
I <
0
0 >
1 <
14:
36 15:
4
5
16:
4
2 2
86 .86:
.86
.86
.86;
.86
.96 .36
0
:71
0
0
0�
0
.J C.)
0
C)
0i
o
0 ,
o
0
Q 1
13
13 17,
:1.00
---------------------------------------
1.00 1.0011n72
1.72 1.72
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
Gap (tq)
Time KK�
---------------------------------------------------------------------
Left Turn Major Road
5.0"')
2 . I c.),
Right Turn Minor Road
5.50
2.6C;
Through Traffic Minor Road
6.00
3.30
Left Turn Minor Road
6.50
3.40
HCS: Unsignalized Intersections Release 2.1g 76236F.HC0 Page 2
=======================================================================
Worksheet for TWSC Intersection
Step 1: RT from Minor Street
________________________________________________________
WB
EB
Conflicting Flows: (vph)
96
166
Potential Capacity: (pcph)
1238
1141
Movement Capacity: (pcph)
1238
1141
Prob. of Queue -Free State:
________________________________________________________
1.00
0.98
Gtep 2: LT from Major Street
________________________________________________________
SB
NB
Conflicting Flows: (vph)
192
175
' Potential Capacity: (pcph)
1389
1415
Movement Capacity: (pcph)
1389
1415
Prob. of Queue -Free State:
1.00
0.99
TH Saturation Flow Rate; (pcphpl)
1700
3400
RT Saturation Flow Rate: (pcphpl)
1700
1700
Major LT Shared Lane Prob.
Of Queue -Free State:
----------------------------------------------
1.00
0.99
Step 3: TH from Minor Street
WB
EB
Conflicting Flows: (vph)
375
370
Potential Capacity: (pcph)
693
698
Capacity Adjustment Factor
due to Impeding Movements
0.99
0.99
Movement Capacity: (pcph)
686
691
Prob. of Queue -Free State:
________________________________________________________
1.00
0.99
Step 4: LT from Minor Street
WB
EB
Conflicting Flows: (vph)
379
364
Potential Capacity: (pcph)
639
652
Major LT, Minor TH
Impedance Factor:
0.98
0.99
Adjusted Impedance Factor:
0.99
0.99
Capacity Adjustment Factor
due to Impeding Movements
0.97
0.99
Movement Capacity: (pcph)
619
643
'' '
^
HCS:
Unsignalized
Intersections
Release
2.1g
76236F.HC0 Page 3
Intersection
Performance
Summary
Avg.
95%
Flow
Move Shared
Total
Queue
Approach
Rate
Cap Cap
Delay
Length
LOS
Delay
Movement
(pcph)
______
(pcph) (pcph)(sec/veh)
______ ______
_______ _______
(veh)
_____
(sec/veh)
_________
EB
L 5
643 >
EB
T 6
691 > 906
' 4.1
0.0
A
4.1
EB
R 19
1141 >
WB
L 9
619 >
WB
T 3
686 > 703
5.2
0.0
B
5.2
WB
R 3
1238>
NB
L 10
1415
2.6
0.0
A
0.1
GB
L 3
1389
2.6
0.0
A
0.1
Intersection
Delay
=
0.5 sec/veh
°
^
QS: Unsignalized Intersections Release 2.1g 9976W.HC0 Page 1
Center For Microcomputers In Transportation
University of Florida
512 Weil Hall
Gainesville, FL 32611-2083
Ph: (904) 392-0378
Streets: (N-S) SR-99 (E-W) 76TH AVE W
Major Street Direction.... NS
Length of Time Analyzed... 15 (min)
Analyst................... BN
Date of Analysis.......... 4/27/99
Other Information ......... FUTURE 2000 WITH PROJECT
Two-way Stop -controlled Intersection
| Northbound | Southbound | Eastbound | Westbound
|L T R |L T R |L T FT |L T R
'____ ____ ____.____ ____ ____.____ ___ ____.____
. . . .
No. Lanes | 0 2 0 | 1 2 < 0 | 0 0 1 | 0 0 1
Stop/Yield | N| Y| |
Volumes | 73S 117 683 A| 161| 156
PHF | "82 | .82 .82 .82� .82| .82
Grade | -2 | 1 -2 | 1
MC's (%) | | 0 | 0|
SU/RV's (%>| 0 | 0:
CV's (%) 1 | O|
PCE's | 11.11 0.90! 1.25
_______________________________________________________________________
Adjustment Factors
Vehicle Critical Follow-up
Maneuver Gap (tg) Time (t&
__________________________________________________________________
Left Turn Major Road 5.50 2.10
Right Turn Minor Road 5"50 2.60
Through Traffic Minor Road 6.50 3.30
Left Turn Minor Road 7.00 3.40
. .
HCS: Unsigna1ized Intersections Release 2.1g 9976W.HC0 Page 2
Worksheet for TWGC Intersection
--------~-----------------------------------------------Step 1: RT from Minor Street WB EB
-
Conflicting Flows: (vph)
450
416
Potential
Capacity: (pcph)
819
852
Movement
Capacity: (pcph)
819
852
Prob. of
--------------------------------------------------------
Queue -Free State:
0.71 0.79
Step 2: LT from Major Street
SB
NB
________________________________________________________
Conflicting
Flows: (vph)
900
Potential
Capacity: (pcph)
564
Movement
Capacity: (pcph)
564
Prob. of
________________________________________________________
Queue -Free State:
0.72
`
Intersection Performance
Summary
Avg.
95%
Flow Move Shared
Total
Queue
Approach
Rate Cap Cap
Delay
Length LOS
Delay
Movement
(pcph) (pcph) (pcph)(sec/veh)
(veh)
(sec/veh)
EB R
176 852
5.3
0.9 B
5.3
6.2
WB R
238 819
6.2
1.3 B
SB L
159 564
8.9
1.3 B
1.3
Intersection Delay
=
1.5 sec/veh
^
^ ^M: SIGNALIZED INTERSECTION SUMMARY Version 2.4o 04-27-1999
` ^ Center For Microcomputers In Transportation
Streets: (E-W) 236TH GT SW (N-S) BR-99
Analyst: BN File Name: 99236W.HC9
Area Type: Other 4-26-99 SUNDAY
Comment: FUTURE 2000 WITH PROJECT
=======================================================================
| Eastbound | Westbound | Northbound | Sputhbound
|L T R !L T R |L T R |L T R
.____ ____ ____---- ____ ____---- ____ ____.____ ____ ____
' ' ' '
No. Lanes | 0 > 1 < 0 | 0 > 1 < 0 | 1 2 < 0 | 1 2 < 0
Volumes | 8 5 2| 28 6 17| 31 952 14| 8 952 22
PHF or PK1510.98 0.98 0.98|0.98 0.98 0.98|0.98 0.98 0.900.98 0.98 0.98
Lane W (ft)| 16.0 | 12.0 (12.0 12"0 112.0 12.0
Grade | -4 6 | -2 | 2
% Heavy Veh| 0 0 0| 0 0 0| 1 1 1| 1 1 1
Parking ;N N |N N |N Al |N N
Bus Stops | 0: 0| 0| 0
Con. Peds | 0| 011 0| O
Ped Button :(Y/N) Y 17.5 s|(Y/N) Y 17.5 s|(Y/N) Y 9.5 s|(Y/N) Y 9.0
Arr Type | 3 3 | 3 3 | 3 3
RTOR Vols | 1| 1| 2| 3
Lost Time 13.00 3.00 3.0013.00 3.00 3.00|3.00 3.00 3.000.00 3.00 3.00
Prop. Share|
Prop. Prot.| | | |
Signal Operations
Phase Combination 1 2 3 4 | 5 6 7 8
EB Left * |NB Left *
Thru Thru *
Right * | Right *
Peds * | Peds *
WB Left * ;SB Left *
Thru * | Thru *
Right * | Right *
Peds * | Peds *
NB Right |EB Right
SB Right |WB Right
Green 4.0A 10.0A ;Green 4.0A 86.0A
Yellow/AR 4.0 4.0 |YelIow/AR 4.0 4.1:)
Cycle Length: 120 secs Phase combination order: #1 #2 #5 #6
------------------------------------------ =-------------------------`--
EB
WB
NB
SB
Lane
Mvmts
LTR
LTR
TR
L
TR
Group:
Cap
Intersection Performance
Adj Sat v/c g/C
Flow Ratio Ratio
_______ _____ -----
79
1901
141
1537
75
1805
2750
3793
74
1769
2693
3714
Intersection
Lost Time/Cycle, L = 12.0
___________________________
Summary
Approac&
Delay LOS Delay LOS
_____ ___ _____
0.177
0.042 36.0
D
36.0 D
0"362
0.092 33.8
D
33.8 D
0.425
0,042 38.6
D
5.1 B
0.375
0.725 4.1
A
0.109
0.042 35.8
D
4.4 �
0.386
0.725 4.1
A
Delay =
5.6 sec/veh Intersection LOS = B
sec Critical v/c(x)
____________________________________________
= 0.376
'
`
`
HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 04-27-1999
Center For Microcomputers In Transportation
=======================================================================
Streets: (E-W) SR-104 (M-S) 76TH AVE W
Analyst: BN File Name: 10476W^HC9
Area Type: Other 4-27-99 SUNDAY
Comment: FUTURE 2000 WITH PROJECT
=======================================================================
| Eastbound | Westbound | Northbound | Southbound
|L T R L T R |L T R |L T R
.____ ____ ____---- ____ ____---- ____ ____.____ ____ ____
. . . .
No. Lanes 1 2 1 1 2 1 | 1 1 1 | 1 1 1
Volumes 1 57 1348 32| 83 1469 89| 68 74 121| 157 64 56
PHF or PK15|0.83 0.83 0.83|0.83 0.83 0.83|0.83 0.83 0.870.83 0.83 0.83
Lane W (ft)|12.0 12.0 12.0|12.0 12.0 12.0|12.0 12.0 12"0|12.0 12.0 12.0
Grade | -3 3 | -6 | 6
% Heavy Veh| 0 0 0| 0 0 O| 1 1 1| 1 1 1
Parking |N N |N N |N N |N N
Bus Stops | 011 0: 0| 0
Con. Peds | 011 0| 0| 0
Ped Button |(Y/N) Y 14.5 s|(Y/N) Y 14.5 s|(Y/N) Y 20.5 s:(Y/N) Y 20.5
Arr Type | 3 3 3| 3 3 3! 3 3 3| 3 3 3
RTOR Vols | 91, 24| 351 14
Lost Time |3.00 3.00 3.00|3.00 3.00 3.00|3.00 3.00 3.007.00 3.00 3.00
Prop. Share| | | |
Prop. Prot.; 12: 12; |
_______________________________________________________________________
Signal Operations
Phase Combination 1 2 3 4 | 5 6 7 8
ES Left * :NB Left *
Thru * | Thru *
Right * | Right *
Peds * | Peds
WB Left * ;SB Left *
Thru * ( Thru * .
Right * | Right *
Peds * | Peds
NB Right * |EB Right *
SB Right * :WB Right *
Green 7.0A 67.0A :Green 15.0A 15.0A
Yellow/AR 4.0 4.0 !Yellow/AR 4.0 4.0
Cycle Length: 120 secs Phase combination brder: #1 02 45 #6
_______________________________________________________________________
Intersection Performance Summary
Lane
Group:
Adj Sat
v/c
g/C
Approach:
Mvmts
Cap
Flow
Ratio
Ratio
Delay
LOS
Delay LJS
EB
_____
L
____
122
_______
1832
_____
0.565
_____
0.067
39.4
D
15.2 C
T
2186
3857
0.780
0.567
14.4
B
R
1188
1639
0.024
0.725
3.0
A
WB
L
119
1778
0.844
0.067
62.3
F
19.3 C
T
2121
3743
0.876
0.567
17.7
C
R
1153
1591
0.068
0.725
3.1
A
NB
L
245
1841
0.334
0.133
30.8
D
28.6 'C�
T
258
1938
0.344
0.133
30.8
D
R
371
1647
0.281
0.225
25.0
C
SB
L
231
1734
0.818
0.133
46.3
E
38.9 D
T
243
1825
0.316
0.133
30.7
D
R
349
1551
0~143
0.225
24.1
C
Intersection
Delay =
19.6 sec/voah Intersection LOS = C
Lost
-----------------------
Time/Cycle, L
= 12.0 sec Critical
` -
~ ---------------------------------------------
v/c(x)
= 0.786
'
HCS: Unsignalized Intersections Release 2.1g 76236W.HC0 Page 1
Center For Microcomputers In Transportation
University of Florida
512 Weil Hall
Gainesville, FL 32611-2083
Ph: (904) 392-0378
=======================================================================
Streets: (N-S) 76TH AVE W (E-W) 236TH ST SW
Major Street Direction.... NS
Length of Time Analyzed... 15 (min)
Analyst......"."........". BN
Date of Analysis.......... 4/27/99
Other Information ......... FUTURE 2000 WITH PROJECT
Two-way Stop -controlled Intersection
=======================================================================
/ Northbound | Southbound | Eastbound | Westbound
|L T R |L T R |L T R |L T R
.____ ____ ____---- ____ ____---- ____ ____.____ ____ ____
' ' ' '
No. Lanes | 0 > 2 < 0 0 > 1 < 0 | 0 > 1 < 0 | 0 > 1 < 0
Stop/Yield | N| N; |
Volumes | 12 190 5: 3 139 15| 4 5 171 4 2 �
PHF | .86 .86 .86: "86 .86 .86| "86 .86 .861 .86 .66 BE
Grade 2 | 0 | 0 | 3
MC's (%) | 0 | 0 | 0 0 0| 0 0 O
SU/RV's (%): 0 | 0 ^ � 0 0 0| 0 0 0
CV's (%> 1 1 | 0 O 0| 13 13 1Zo*
PCE's |1.20 |1.01 |1.00 1.00 1.00|1.72 1.72 1.72
_______________________________________________________________________
Adjustment Factors
Vehicle
Critical
Follow-up
Maneuver
Gap (tg)
Time (tf)
__________________________________________________________________
Left Turn Major
Road
5.00
2.10
Right Turn Minor
Road
5.50
2.60
Through Traffic
Minor Road
6.00
3.30
Left Turn Minor
Road
6.50
3.40
HCS: Unsignalized Intersections Release 2.1g 76236W.HC0 Page 2
=======================================================================
Worksheet for TWSC Intersection
--------------------------------------------------------
Step 1: RT from Minor Street WB EB
Conflicting Flows: (vph)
114
170
Potential Capacity: (pcph)
1212
1136
Movement Capacity: (pcph)
1212
1136
Prob. of Queue -Free State:
1.00
0.98
---------------------------------------------------------
Step 2: LT from Major Street
SB
NB
________________________________________________________
Conflicting Flows: (vph)
227
179
Potential Capacity: (pcph)
1336
1409
Movement Capacity: (pcph)
1336
1409
Prob. of Queue -Free State:
1.00
0.99
TH Saturation Flow Rate: (pcphpl)
1700
3400
RT Saturation Flow Rate: (pcphpl)
1700
1700
Major LT Shared Lane Prob.
of Queue -Free State:
1.00
0.99
--------------------------------------------------------
Step 3: TH from Minor Street
WB
EB
________________________________________________________
Conflicting Flows: (vph)
420
414
Potential Capacity: (pcph)
657
662
Capacity Adjustment Factor
due to Impeding Movements
0.98
0.98
Movement Capacity: (pcph)
647
652
Prob. of Queue -Free State:
1.00
0.99
---------------------------------------------------------
Step 4: LT from Minor Street
WB
E8
-------------------------------------------
Conflicting Flows: (vph)
424
410
Potential Capacity: (pcph)
602
613
Major LT, Minor TH
Impedance Factor:
0.98
0.98
Adjusted Impedance Factor:
0.98
0.98
Capacity Adjustment Factor
due to Impeding Movements
0.96
0.98
Movement Capacity: (pcph)
________________________________________________________
580
602
'
~
HCS: Unsignalized Intersections Release 2.1g 76236W.HC0 Page 3
Intersection Performance Summary
Avg.
95%
Flow
Move
Shared Total
Queue
Approach
Rate
Cap
Cap Delay
Length
LOS
Delay
Movement
(pcph)
(pcph)
(pcph)(sec/veh)
______ _______
(veh)
_______
_____
(sec/veh)
_________
________
EB
L
______
5
______
602
>
EB
T
6
652
> 883 4.2
0.0
A
4.2
EB
R
20
1136
>
WB
L
9
580
>
WB
T
3
647
> 663 5.6
0.0
B
5.6
WB
R
3
1212
>
NB
L
17
1409
2.6
0.0
A
0.1
SB
L
3
1336
2.7
0.0
A
0.1
Intersection
Delay =
0.5 sec/veh
"
HCS: Unsignalized Intersections Release 2.1g 76DRIW.HC0 Page 1
Center For Microcomputers In Transportation
University of Florida
512 Weil Hall
Gainesville, FL 32611_2083
Ph: (904) 392-0378
Streets: (N-S) 76TH AVENUE W (E-W)
DRIVEWAY
Major Street Direction.... NS
Length of Time Analyzed... 15 (min)
Analyst................... BN
Date of Analysis.......... 4/27/99
Other Information ......... FUTURE 2000 WITH PROJECT
Two-way Stop -controlled Intersection
=======================================================================
' Northbound ' Southbound | Eastbound
. .
| Westbound
�L T R |L T R L T
R |L T R
'____ ____ ____`____ ____ ____---- ____
. . `
____.____ ____
.
No. Lanes 0 > 1 0 | 0 1 < 0 | 0 > 0 <
0 | 0 0 0
Stop/Yield | N} N|
�
Volumes | 8 212 | 211 4| 35
66!
PHF | .95 .95 | .95 .95| .95
.95|
Grade | 0
MC's (%)
SU/RV's (%Y
CV's (%)
PCE's |1.10 | |1.10
_______________________________________________________________________
1.10|
Adjustment Factors
Vehicle
Critical
Follow-uQ
Maneuver
Gap (tg)
Time (tf)
__________________________________________________________________
Left Turn Major
Road
5.00
2.10
Right Turn Minor
Road
5.50
2.60
Through Traffic
Minor Road
6.00
3.30
Left Turn Minor
Road
6.50
3.40
-
.�
HOS: Unsignalized Intersections Release 2~1g 76DRIW"HC0 Page 2
N
Worksheet for TWSC Intersection
--------------------------------------------------------
Step 1: RT from Minor Street WB EB
Conflicting Flows: (vph)
224
Potential Capacity: (pcph)
1066
Movement Capacity: (pcph)
1066
Prob. of Queue -Free State:
0.93
----------------------------------------------------------
Step 2: LT from Major Street SB
________________________________________________________
NB
Conflicting Flows: (vph)
226
Potential Capacity: (pcph)
1338
Movement Capacity: (pcph)
1338
Prob. of Queue -Free State:
0.99
TH Saturation Flow Rate: (pcphpl)
1700
RT Saturation Flow Rate: (pcphpl)
Major LT Shared Lane Prob.
of Queue -Free State:
0.99
--------------------------------------------------------
Step 4: LT from Minor Street WB
EB
________________________________________________________
Conflicting Flows: (vPh)
455
p"+="+j�� r�n�ri+v: (ncoh)
577
.^ .-,-_--,' -, �.
Major LT, Minor TH
Impedance Factor: 0.99
Adjusted Impedance Factor: 0.99
Capacity Adjustment Factor
due to Impeding Movements 0.99
Movement Capacity: (pcph) 573
________________________________________________________
Intersection Performance Summary
Avg.
95%
Flow
Move
Shared Total
Queue
Approach
Rate
Cap
Cap Delay
Length LOS
Delay
Movement
(pcph)
(pcph)
------
(pcph)(sec/veh)
------ -------
(veh)
------- -----
(sec/veh)
------------
--------
EB L
------
41
573
>
819 5.1
0.5 B
5.1
EB R
76
1066
>
NB L
9
1338
2.7
0.0 A
0.1
Intersection Delay =
1.0 sec/veh
04/26/1999 21:11 1-425-557-8240 TCC - KATHY PAGE 02
T C2 7_
ff
C COVfft COITSUAWtS, 117C. 13623 184th Ave NE, Woodinvil1e, WA 98072
1 Fhone: (425) 8614MM FAX. (425) 861-8877
Turning Movement Diagram
11620J.
84311
F 143
76th Ave W
666 111
76th Ave W
0
1 Fo
123
0 F231
57
0 234
0
q157
F, 1 7,
,
"r 0 720 0
F720�
Check
In: 1777
Out. 1777
Intersection; SR 99/Pacific*Hwy @ 76 Ave W
Location: Edmonds
Date of Count: Sun 4425/99
Peak Period: 11:30 A 12:30 P
Checked By: kgigml
Prepared For: Gibson Traffic Consultants, Inc
%HV
PHF
EB
0.0%
� 0.80
WB
0. 8%
0.83
NO
0.4%
0.75
SO
0.0%
0 .84
Intersection
I_ 0.2% 1
0.82
04/26/1999 21:11 1-425-557-8240 KATHY PAGE 03
T C2
&C 0
Ov
&t C ,&,&4 &C 13623 194th Ave NE. Woodinville, WA 98072
Phone. (425) 861-8866 FAX. (425) 861-077
Intersection:
1-mcation:
Vehicle Volume Summary
SR 99/Pacific Hwy @ 76 Ave W Dade of Count
Edmonds Chocked By:
Sun 4r,25M
kgIgml
Time
Interval
From North an (SB)
SR 99/Pacific Ave
From South an (148)
SIR 99/Pacific Ave
From Easton (WO)
761h Ave W
From West on(E' 8)
76th Ave W
Interval
Total
Ending at=
L
5
F1
T
L
5
R
T
L
5
R-
--T
L
5
10:45 A
0
9
86
0
--T—
5
=
=
-r
-,d-
-T-
=
-r
-T-
-6-
-1-r
-M-
11:00 A
0
o
—1 W
-0
—r
"r—
=
—Tr
—r
—T—
—5
=6
o
—6—
—r'
415
378
11,15A
0
27
7-33
7'
o
'ffr
-"r
. 0 �
0
0
39
0
0
0
30-
3S4
11:30 A
0
26
135
0
7--0
119
0
0
0
0
23
0
0 "'-T-
'2r
--3W-
11:45 A
0
149
0
1
1 0
122
1 0
0
0
0
30
0
0
0
26
349
IFOOP
0139
9
161
0
0
0
180
0
0
0
0
=
-0
42
456
ii-is P
o
ii.
isr
0
-r
0
" 1-17
0
1
0
0
37
0
0
-0
4-29
12:30 P
0
32
199
0
2
T-
-0
0
0
22
0
0
0
49
543 1
I Mr
-0
0
0
a
0
0
0
0
0
0
0
0
-6-
0
0
1:00 P
0
0
0
0
0
0
0
"r
0
0
0
1 0
0
0
0
0
1:15 P
0
0
:1 0
0---
0
0
0
0
0
0
0
0
1 0
0
0
0
a
0
0
-0
0
0
0
0
0
1 0
0
0
0
0
a
0
0
11182
Total
Survey
0_
203
1190,
0
7
0
12
1
0
0
223
0
OF
0
272
3082
11:30 A to 12:30 P Peak Hou ummwy
Total
0 1
111 1 MB 1 0
3 Z= 0
1 1 0 1 0 1 1231
6 1 0 1
0 1 157
IT77
Oroach
[if
TZO
123- ---- - 1
1!3 r
1777
W*
0%
1
MR.
0.84
0.75
0.83 1
0.80
Prepared
Legend: T= Number of heavy vehicles (greater than 4 wheels)
L= Left -Turn
S= Straight
R= Flight -Turn
HV= Heavy Vehicles
PHF= Poak hour Factor (Peak hourvolume I (4*Highest 15 minutes))
For: Gibson Traffic Consultanis. Inc.
TM99Y2411
04/26/1999 21:11 1-425-557-8240
TCC - KATHY
PAGE 08
1 TC2 nlaoc coirat coffsalt"o. iffc. 13623 184th Ave NE, Woodinville, WA 98072
Phone: (425) 86141866 FAX: (425) 861-8877
.1 Turning Movement Diagram
---is 6
U
958
SW 236TH ST 21 929 8 SW 236TH ST
2
f7s, 0 E;l
100 7
27
277
497 5
17
U
1927
Intersecton. SR99/PACIFIC HWY @ SW 236TH ST
Location: EDMONDS
Date of Count. SUN 4/25199
Peak Period: 11:30 A - 12:30 P
Chocked By: KG/GML
Prqwed For: GIBSON TRAFFIC CONSULTANTS INC
30 1 gn 1 14
F97-31
Check
In: 1990
Out: 1990
%HV
PHF
ES
2.0%
0.77
WB
0.0%
0.50
NB
1.3%
0.83
85
1.4%
0.86
Intersection
1.4%
0.88
TM-99'Y246
04/26/1999 21:11 1-425-557-8240 TCC - KATHY PAGE 09
TC2
T cC
.O=t C 'ac
'a4 I 13623 184th Ave NE, Woodinville, WA 9W2
Phone: (425)861-W66 FAX:(4M)96L-8877
Intersection:
Location:
Vehicle Volume Summary
SFM/PACIFIC HWY @ SW 2WTH ST Date of Count SUN 4rZ5M
EDMONDS Checked By- KC4GML
Time
Interval
From North an (S8)
SP89/PACIFIC HWY
-17
From South on (NB)
SR99/PACIFIC HWY
From Easton (WB)
SW 236TH ST
From West an (EB)
SW MTH ST
Interve
Total
Ending at
L
5
H
T
I L
5
R
T
L
I - S
M
T
L
5
R
0:45A
0
1=-W-5
I
_r
a
_71-
1W
=
-r
2
0
1
0
6
0
6
398
1:00 A
2
1-3-
W
1-6
ur",
7W
"Ir
_r
1
3
0
a
0
1
4_16
11:15A
2
2
2
212
-_ 1
3
'3
7W
—1
0
-1
2
6
0
4
4
430
11:30 A
a
0
0
203
7
172
1
0
2
- 0
1
9
0
11 .45 A
2
1
205
12
7
183
. 5
0
1
0
1
0
7
2
1 1
415
15
12:00 P
5
6
6
204
6
—10
4
1 -9
225
4
0
4
0
1
1 0
4
2
234877
1 2
487
4
2
1 6
6
23 8
=
'T
Nor
—
1
0
0
1 1
a
1
7
543
I,..
2
1
1
250
3
6
E
P22
283
283
3
0
2
0
_-0-]F0
a
0
7
so
0
0
0
0
-7
-r
0
0
0
0
0
11
0
0
0
0
0
1:00 p
0
0-
0
-T-
0-
'0
—0
0
—0
0
7
0
F.
-7-
0
0
0
0
0
1:15P
0
0.
'7-
-T'
R
'0
—a
0
0
0`7-
-T-
0
0
1:30 P
o
0
0
0
0
'0
0
0
o
3-
0
T
0
0
0
0
-_ -
.
�
M
I -
TOW
Survey
25
15 1
178�1
50
23
50 1
1664 1
22 1
—
0
14
3
I
9
2
S4
5
35
11:30A to 12:30 P Peak Hou Summary
TOW
T31
6 1 1 21
131 30 1 14
0 1 8 F 0 1 2
1 ZT 5 It
jVW
7Gproach
958
973
10 1
49
1990
1%
1%
U%,
0.86
0.83
0,50
Legend: T= Number of heavy vehicles (greater than 4 wheels)
L= Left Jurn
S= Straight
R= Pight-Turn
HV= Heavy Vehicles
PHF= Peak hour Factor (Peak hour volume / (4*Highe3t 1 S minutes))
Prepared For GIBSON TRAFFIC CONSULTANTS INC
TM.9moi
04/26/1999 21:11 1-425-557-8240
TCC - IkATHY
PAGE 04
C2 T
r
CC
0V
7t C
0'a
S&
I
t
,wt
T PC. 13623 184th Ave KE, WoodinviUe, WA 9wn
Phone: (425) 861-8W FAX (425) 861-8877
Turn'
Lng Movement Diagram
413
SW 2,MTH Sr
45 58 101
SW 2"M ST
Fl
81
F
S4�4
1433 5;�
45
W
SS
F1401]
1315
pop-
31
66 71 Ila
z
F2575
Check
In.- 3457
Out: 3457
Intersection: 76TH AVE W @ SIR1041SW 244TH ST
Location. EDMONDS
Date of Count: SUN 4/25/99
Peak Period: 11:30 A 12:30 P
Checked By* KGfGML
Prepared For: GIBSON CONSULTANTS INC
%HV
PHF
EB
02%
0.7s
WB
0.3%
0.97
NS
17-1.7
Ow8l
SB,
0.5%
0.71
Intersection
0.3%
0.83
TIVI- 99Y243
04/26/1999 21:11 1-425-557-8240 TCC - 1WHY PAGE 05
T C2
CC 0 t
T O=t C 'Cr "&C 13623 1 Mh Ave KE, Woodinville, WA 98072
'M
Phone- (425)861-M66 FAX(425)861-M77
InterseMon:
Locanon:
Vehicle Volume Summary
76TH AVE W SPJ04/SW 244TH ST Date of Count SUN Q25/99
EDMONDS Chocked By: KGIGML
Time
Interval
From North an (SB)
76TH AVE N
-T7
From South on (NB)
76TH AVE N
From Easton (WB)
SW 244TH ST
From West on JES)
SW 244TH ST
Interval
TOW
Ending as
L
3
R
—'Ir-
T
L
1 1*
H
I
L
5
R
L
5
R
10:45 A
-Tr-Wr
I
=
=
-M"-
2
—0
11
9
21
E) '
=
343
12
1
-T-
72W
-W
-Ir
705
32
22
="Ir'r
-Tr
'4W
-
--.-
963
11:111
22
11
4
1
'N
23
2
26
327
16
0
8
239
5
704
11:30A
0
22
12
9
12
22
0-
17
311
28
0
16
299
7
759
11 -45 A
1
.
16
13
1 11
2
1 7
16
28
0
13
325
ir
Tr
-ffl-
7
790
r—
2.00 p
0
0
24
1 11
0
13
17
I
31
�
3
19
—1
15
279
9
824
12.15 p
0
30
a
`0
11
-r
—N—
16
26
1
16
357
Ez
-1T
-r
14
-r9-
'4
-802
12:30 P
0
19
3
13
12
1
24
22
33
1
33
400
24
2
14
436---11
104-1
12:45 P
-TW. —p
0
-=
—0
0
0
0
0
0
0
0
0
-'r
—0
0
0
0
0
0
B
0
0
1 0
0
0
0
0
0
1:15 p
0
0.
0
0
0
0
0
0
0
0
0
0
0
0
0
0 1
IS
0
0
0
0
. 0
0
0
a
0
0
0
0
a
0
Total
Survey 1
2
199
6
- 105
128 12171
9
1601284711581
4
96 124191
68
6591
11:30 A to .1 2:3D P PeA Mou Summary
TOW
7
103 1 58 1 45
3 1 66 1 71 1 118
-5- 1 -8T 114ni
55 113151 31
MT
Mroach
205
Zbb
7595 1
14vi
3457
Me
1%
00/9, 1
OW/6 -
M-M-
5.71
0.81
Prepared
Legend: T-- Number of hbavy vehicles (greater than 4 wheels)
L= Left -Turn
S= Straight
Rz Right -Turn
W-- Heavy Vehicles
PHP-- Peak hour Factor (Peak hour volume / (4*Highest 15 minutes))
For GIBSON CONSULTANTS INC TM- OM431
04/26/1999 21:11 1-425-557-8240 TCC - KATHY PAGE 06
ITC 2 T1zNCC0mff1CO3ff5U1t"&llffC. 13623 184th Ave NE. Woocrinville, WA 9W72
Phone: (425) 861-N66 FAX: (425) 8614877
Tuming Movement Dinram_
3
z
1762
v I
SW 236th ST 15 133 3 1
2
2
4
F_ 4
25 5
1 ra
z 7 156 1 5
321
Intersection: 76th AVE N & SW 236thST
Location: EDMONDS
Date of Count. Sun 4/25/99
Peak Period. 11.15A 12:15 P�
Checked By- KG/GML
Prepared For* Gibson Traffic Con3ultants Inc
SW 236(h ST
21
77
F137
Check
In: 352
Out: 352
%HV
PHF
EB
0.0%
0.52
WS
12.5%
0.50
NB
0.0%
0.86
SB
1.3%
0.77
Intersectionj
0.9%
0.86
TM-99Y245
04/26/1999 21:11 1-425-557-8240 TCC - KATHY PAGE 07
2
TC
Tr&M-C Comat Comalt"49 AIC. 13623 18ft Ave NE, WoodinvUle, WA M72
Phone-, (425)861-8866 FAX(425)861-8877
Intersection:
Location,
Vehicle Volume Summary
76th AVE N & SW 236thST
EDMONDS
Date of Count Sun 4P2V99
Checked By. KG(GML
rime
Intemal
From North an (SB)
7ft AVE N
From South on (NB)
76th AVE N
From East an (WB)
SW 236th ST
From Weston (EB)
SW 236th ST
Interval
Total
Ending at
T
L
S
R
T
- L
R
T
L
5
R
T
L
3
R
10.45 A
2
=
-r
1
0
0
3
0
1
-6
-T'
1
-I-
0
--f-
-fMr
-r
-7-
-4'r
-r-
-1
-r-
-7-
-7
0
1
a '=
2
95
11:15A
0
1
35
1
0
2
29
1
0
0
0
0
0
0
0
1
71
110A
1
1
30
6
0
3
37
Z
1
1
1
2
0
3
1
2
89
11:45 A
0
0
32
2
0
3
35
0
0
0
0
0
0
74
12M P
'r
0
45
4
a
0
37
2
0
1
1
0
0
1
3
8
102
12:15 P
1
2
26
3
0
1
0
2
0
0
0
0
0
5
-3
87 1
3
1
-0
-0
-0
0
0
0
0
1
78
-0
12:45 P
0
0
0
0
0
0
0
0
0
TM
0
1:00 P
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-T.TM
o
0
0
.0
0
0
0
0
0
1 0
0
0
0
0
1 0
0
0
'—"-0
1-31) P
0
0
0
0
a
0
0
0
0
0
0
0
0
0
0 1
0
-ro-tal
Survey
t 4
6
279
2
12
285
9
1
8
1
3
1
5
T
25
669
11:15A, to 1216 P Peak Hour Summary
Total
2
1 3 1 1331 15
7 1 156 1 5
1 1 4 1
4 1 5 1 16
352
roach
Itil
lea
a
25
1%
00/6
130/4,
01y,
1%
I
0.17
10.86
0.3-0
0.52
-"Tw�
Prepared
Legend: T= Number of heavy vehicles (greatet than 4 wheel.-3)
L-- Left -Turn
S= Straight
Rw Pight-Tum
HV-- Heavy Vehicfes
PHF-- Peak hour Factor (Peak hour volume / (CHighest 15 minutes))
For: Gibson Traffic Consultants Inc
-rM-MY2451
04�26/1999 21:11 1-425-557-8240 TCC - KATHY PAGE 10
1�
TC2 Tr-INC COM&I COWSMAWAS NF, 9807
13623 18ft Avenue Woodinvilic, WA 2
Phone: (425) 861-SW FAX: (425) 861-8877
Turning Movement Diagram
45
50000 13� covwr�
% :,v P16P
FAK410 1-0-r
NICUM DRIVEWAY
31
13 34
F
71
1 17 1 2 1
51 Check
In. 60
�-A Out: 60
%HV
PHF
Intersection: 54TH AVE W-P SEATTLE BAPTIST CHURCH
EB,
n1a
, n/a
Location: MOUNTLAKE TERRACE
WB
3.2%
0.52
Date of Count: SUN 4125/99
NS
21.1%
—0.48
Peak Period: 11:45 A 12:45 P
S8
0.0%
0.50
Checked By: KGIGML Intersection[
8.3% _
0.52
Prepared For: GIBSON CONSULTANTS INC
TM-99Y244
04/25/1999 21:11 1-4n-557-824U TCC; - KATHY PAUL 11
TIC 2
ZrsIrre Co=t CoawlAw# Adc.
13623 184th Avenue NE� Woodinville, WA 9W72
Phone: (425)861-M6 FAX:(4Z)861-N77
Irderseclion:
Locaton.
Vehicle Volume Summary
54TH AVE W (9) SEATTLE BAPTIST CHURCH
MOUNTLAKE TERRACE
Date of Count:
Chocked By:
SUN 412999
KGIGML
Time.
Interval
From North an (SO)
54TH AVE W
'T-TL
From South an (NO)
54TH AVE W
From Easton (WO)
CHURCH DFUVEWAY
From West
on (PS)
nfa
lnhwvaF
Totill
Endinqat
S
R
T
I L
S
R
T
L
S
H
T
I L
S
S
R
10:45 A
0
0
5
0
0
0
3
2
rmo-
0
0
0
0
0
0
a
—3
4
2
0
'1
0
9
77M
5
e
0
0
0
.3
—1
—0
'0
0
0
0
C)
o
10
11:30 A
0
0
0
0
0
-'r
0
0
0
0
0
'0
0-
0
11
0
0
5
11:45 A
0
0
2
5
�0
1
1
0
0
1 0
1
0
0
0
1 0
5
12:00 P
-T
0
—0
0
1
0
1
1 0
-7-
—0
0
0
0
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0
0
0
0
0
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- 1=5 IS
7
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12:30 P
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0
0
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Total
survey
0
5124
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11:45 A to 12:45 P Peak Mou Summary
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0 1
0
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Approach
10
19
31
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Legend:
Prepared For
Number of heavy vehicles (greater than 4 wheels)
L:-- Left -Turn
S= Straight
R-- Right-Tum
HV= Heavy Vehicles
PHF= Peak hour Factor (Peak. hour volume / (4*Highest 15 minutes))
GIBSON CONSULTANTS INC
TM-NY2441
04/ 999 21 11 1�5 557---� TCC - KATHY PAGE 12
04/25/99 SUN 12:40 FAA 425 774 6403 KINKO'S LYNNWOOD Q003
EXISTING SITE TRAFFIC kc&-os'2.-j-
SUNDAY
14/25/99 LOT PARKING STREET PARKING
� W
(54th Avenue West)
OUT
TIME IN OUT I N OUT
10:45 AM
.10
11:00 AM
z 0-/
1115 AM
11:30 AM
11:45 AM
12:00 NOON
12:15 PM
12:30 PM
12:45 PM
If
r
STATE ROUTE
099
099
099
099
099
099
099
099
099
099
099
099
099
099
099
099
099
099
099
099
099
099
099
099
099
099
099
099
STATE OF WASHINGTON - DEPARTMENT OF TRANSPORTATION
T R I P S S Y S T E M
ANNUAL TRAFFIC REPORT
STATE
ROUTE
FUNCT TRUCK PERCENTAGES
MILEPOST
LOCATION COUPLET
CLASS SNGL DBL TRIPLE TOTAL
037.46
BEFORE JCT N 85TH ST
1
037.46
AFTER JCT N 85TH ST
1
038.47
BEFORE JCT N NORTHGATE WAY-N 105TH
1
038.47
AFTER JCT N NORTHGATE WAY*N 105TH
1
040.47
BEFORE JCT N 145TH ST*SR 523
1
040.48
AFTER JCT SR 523 WYE CONN
1
040.80
BEFORE JCT N 152ND ST
1
040.80
AFTER JCT N 152ND ST
1
040.98
AFTER JCT N 155TH ST WYE CONN
1
041.48
BEFORE JCT N 165TH ST
1
041.48
AFTER JCT N 165TH ST
1
041.74
AFTER JCT N 170TH ST
1
043.12
BEFORE JCT N 198TH ST
1
043.24
BEFORE JCT N 200TH ST
1
043.24
AFTER JCT N 200TH ST
1
043.48
BEFORE JCT N 205TH ST WYE CONN
1
043.52
AFTER JCT N 205TH ST WVE CONN
1
043.55
BEFORE RAMP SR 104
1
043.67
AFTER RAMP SR 104
1
043.89
BEFORE JCT 238TH ST SW WYE CONN
1
043.91
AFTER JCT 238TH ST SW
1
044.04
BEFORE JCT 236TH ST SW
1
044.04
AFTER JCT 236TH ST SW
1
044.89
BEFORE JCT 224TH ST SW
1
044.89
AFTER JCT 224TH ST SW
1
045.16
BEFORE JCT 220TH ST SW
1
045.16
AFTER JCT 220TH ST SW
1
045.43
BEFORE JCT 216TH ST SW
1
PAGE 61
AVERAGE DAILY TRAFFIC VOLUME
----------------------------------
1994 1995 1996 1997
UNITS UNITS UNITS UNITS
32000- 34000* 34000 36000
35000* 35000 36000
30000* 31000 32000
29000* 30000 31000
34000* 35000 36000
41000 34000- 34000 35000
39000 35000* 35000 36000
38000 33000- 34000 35000
36000* 36000 38000
46000 39000- 40000 41000
45000 39000- 39000 41000
37000 39000* 40000 41000
34000* 35000
34000 34000* 34000 35000
35000 33000- 33000 35000
34000* 34000 36000
34000- 34000 36000 0
3 4 0 �OO 34000 (f6 :OC PO
34000 (73�5000* 35000
36000 37000
34000 ff35000
34000 -43. 0'70
32000
G D
35000* 36000 37000
36000- 36000 37000 Aver e ,4 .59-9�*SR-10
36000* 36000 37000
36000* 36000 37000
6,1f -w�4
38000 39000 33000- 35000
* BASED ON ACTUAL COUNT 9
* SOURCE OF TRUCK PERCENTAGES
, ;2 , z 7,
V5e 2.5% 4--be c-Ase"Atve,
STATE ROUTE
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
104
STATE OF WASHINGTON -
DEPARTMENT OF TRANSPORTATION
T R I P
S S Y S T E M
ANNUAL
TRAFFIC REPORT
AVERAGE DAILY TRAFFIC VOLUME
STATE
----------------------------------
ROUTE
FUNCT TRUCK PERCENTAGES
1994
1995
1996
1997
MILEPOST
LOCATION COUPLET CLASS SNGL DBL TRIPLE TOTAL
UNITS
UNITS
UNITS
UNITS
024.45B
KINGSTON FERRY LANDING
C 1
2800-
2600-
2800*
2900-
024.45
BEFORE EDMONDS FERRY LANDING
1
5500*
5200*
5700*
5800*
025.13
BEFORE JCT SR 524 SP3RDAVE-PINE ST
1
11000
11000
8700*
9000
025.15
AFTER JCT SR 524 SPUR WYE CONN
1
8700*
9000
025.44
BEFORE JCT SR 104 W BND
1
10000
9700*
9800
9000
025.70
AFTER JCT SR 104 W BND
1
18000
18000.
18000
19000
026.43
BEFORE JCT 100TH AVE W
1
19000
19000.
19000
20000
026.43
AFTER JCT 100TH AVE W
1
24000
24000*
24000
25000
026.80
BEFORE JCT 95TH PL W
1
25000
25000
21000*
22000
027.12
BEFORE JCT 232ND ST SW
1
20000
21000-
22000
22000
027.12
AFTER JCT 232ND ST SW
1
22000
21000*
21000
22000
027.39
BEFORE JCT 236TH ST SW
1
21000*
21000
22000
027.52
BEFORE JCT 238TH ST SW WYE CONN
1
23000*
23000*
23000
24000
027.58
AFTER JCT 238TH ST SW WYE CONN
1
21000-
21000*
23000*
22000*
027.79
BEFORE RAMP SR 99 SB
1
22000* 23000* 21000
(ED (:E�
028.26
AFTER JCT SR 104 WB
1
41000*
41000
028.83
AFTER JCT 76TH AVE NE-blERIDIAN AVE
1
41000
44000
2, 2-
029.33
BEFORE JCT 5TH AVE NE
1
46000*
47000
029.33
AFTER JCT 5TH AVE NE
1
47000*
49000
029.41
BEFORE JCT 6TH AVE NE
1
50000
51000
50000*
52000
029.41
AFTER JCT 6TH AVE NE
1
50000
52000
50000*
52000
030.14
BEFORE JCT 19TH AVE NE
1
22000
22000-
22000
23000
030.14
AFTER JCT 19TH AVE NE
1
23000
23000*
23000
24000
030.55
BEFORE JCT NE 195TH ST*25TH AVE NE
1
22000
21000*
21000
22000
030.57
AFTER JCT NE 195TH ST WYE CONN
1
19000
18000*
18000
19000
031.27
BEFORE JCT 35TH AVE NE*NE 185TH ST
1
17000*
17000
18000
18000
031.39
BEFORE JCT 37TH AVE
1
18000
18000
18000.
19000
031.39
AFTER JCT 37TH AVE
1
18000*
19000
18000*
19000
PAGE 72
* BASED ON ACTUAL COUNT
+ SOURCE OF TRUCK PERCENTAGES
77,7,
R7 J�
4V
ZIA.
I C
IAN
t7
doe
It g000" �0007 mo
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AA
41
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SHEET: OF
RAFFIC
c
BY:— �Q DATE
CHECKED DATE
PROJECT�—'PaW& JOB NO. 6,5-1-L
SUBJECT IM
0. ur-"+
1712 PACIFIC AVENUE - SUITE 100 o EVERETT, WA 98201 o PH: (425) 339-8266 e FAX: (425) 258-2922
RR',A"FoA'C" SHEEM OF
a SUL
7
IM78 BY:.. g A DATE 04 /A
CHECKED— DATE- -
PROJECT. Qof a kvod ;,I- —JOBNO.
76
SUBJECT co
1712 PACIFIC AVENUE e SUITE 100 9 EVERETT, WA 98201 o PH: (425) 339-8266 - FAX: (425) 258-2922
c
RR',AW841'C" SHEET. OF
BY: DATE
CHECKED- DATE
PROJECT (�ea JOB NO. el - tns-a
SUBJECT Z2!�� -8 v/ C'
1712 PACIFIC AVENUE o SUITE 100 o EVERETT, WA 98201 o PH: (425) 339-8266 - FAX: (425) 258-2922
aR',ABF8F'l'C"
0 SUa.
Ir
PROJECT �� ea M-i
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BY-- P
�, DATE 04A.
CHECKED DATE
M)R Mr) 47JI
54
....... . . . . .
.
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1712 PACIFIC AVENUE o SUITE 100 o EVERETT, WA 98201 e PH: (425) 339-8266 0 FAX: (425) 258-2922
aR',A"F3F'l.'C" SHEEM OF
a SUO 7
I BY:
&,l DATE
CHECKED DATE
PROJIECT(�eaw& JOB NO.
SUBJECT 21
7-
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IV,
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t `71:2 1
1712 PACIFIC AVENUE - SUITE 100 9. EVERETT, WA 98201 * PH: (425) 339-8266 e FAX: (425) 258-2922
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SUBJEC
SHEET- OF
BY: �/\-j DATE 0 41.�
CHECKED— C DATE
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801 WIMLCH ROAD P,%LO ALTO, CAL.I$=OANIA FIRST SERVE RACQUETCOURTS "w
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WALTER E. EAGLE ARCHITEC'T
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FIRST SERVE RACQUETCOURTS 1/20
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EDMONDS, WA9,Hlf4GT0X
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ENV I RONMENTA LANALYSIS,
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ARCHITECT:
REGISTERED
� EGI
VARC
ARdH.1T9CT-
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FLAN7 F OMMEHDAT(clHe
+ OF-C-4DUOW5 '5MOP- 77-eF- HT EMM rLe MAF�E OPIV-.
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WNBY:-. e-,L,.
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ARCHITECT:
'REGISTERED
ARCHITECT
-j
to
PI a nter
W a I k wdy.-
q
P I ant
Const. 8 5 L. F.18
As p h_ Driv,e.,
Helical 14Go.Alum.
40
Storm ��er a t
3%
Const. C.13 No.4
-Top 30 x As' h 'D r iv'e
2.90.1 Ex. 8"Storm Sewer
t \\)M- I n v. 2 9 5.55 L
L JL_
E x. Top 300.20
0/0
Ex. C. B. Top 300.69
f.s' 1 0% ?.. I nv.298.46
Inv. 29.9.52
r, 0 SeWer
jotm
o
CITY OF EDMOND
Soli d Co 4,r S
I e v. 300. 00 P. W. DEPT. ENGINEERING DIV
V6 EXAMINED
Const.C.B.No.5** Alo'03�s W'�F ._0 /A By DATE 7
Top3O5.2
LC
Inv. 296-85 An REMARKS STREET A
0 rh
co C>
e " ID ____z:�—Mainte nonce Ladder
, /// a Chain
j Chain welded to Fr a me-.....
cu 0 6X
to
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W
Note * Maintence
a.
C3 IV. Ladder under offset
Lid
0
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'2� CATCH BASIN MANHOLE NO.1
Const. C. S. N4 3 Mod. CIR-12or Equal
'i L'�
CY
Top 299.2 Ci a, 8 Storm 12" D �E TA I L' W/ ORIFICE
Inv. 295.24 "1
Q U) Storm -SCALE. 1/2"= 1 0
Sto .8 to
6 Inv.294.64
se �CQ/ / —
r7
qj
C E
So
0
MAY 2*6 1978
SI.O.'02 I Const. C.B. No.2
Public Works Lieg.
—(Top 298.45 1�, 3 1/," O,ri f i c e
d 'I nv. 2 94. 8 1 t/, 77
CALE I
S 20,
5 L. F. 8"
-Const.3
Helical 14Go.Alum. C\j DETENTION SYLST E PLANTOR
P L Ak St. Sewer at 0.5 48
Ln
I V
NOTE: EXISTING UNDERGROUND:FACILITIES HAVE BEEN ACQUET BLDG.
0
SHOWN ON TKIS DRAWING FOR THE PURPOSE OF ASSISTING
Co nst. C. B. IvH No I
eon
- 4eqK 7 16
T. 2-7 N., RA E.
THE CONTRACTOR IN LOCATING SAID FACILITIES'LIIIL THE Top 300. 0 1 N SlE. 1/4,S.E. 1/4,SECTION 31 W. M.
FIELD. THE CONTRACTO'R SHALL BE RESPONSIBLE FOR Inv.L,294.64 (SeeDetail)
CHECKING ACTUAL LOCATIONS IN THE. FIELD AND CHECKING EDM 0 N D S IWA S IN G TO N
'WITH APPROPRIATE AGENCIES THAT MAY HAVE URDERGROUN0.
FACILITIES wi,THiN.THE PROJECT LIMITS*. THE CONTRACTOR C041C.
SHALL BE SOLELY RE L SP014S IBIF,FOR A L NY, DAMAU L F0 IJND I FR- Rea, MaWaft 41,dadeaeeo, .190C.
N
VAIMMM
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.
.
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.
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,
.
I I . I . F TRACT 10, LAKE MCALEER FIVE ACRE TRACTS, ACCORDING
,
.
� . . I ..: TO THE PLAT THEREOF, RECORDED IN VOLUME 5 OF PLATS. PAGE 48, RECORDS OF
I
. .
-
IN MUNUMLNI (;AbL . . . I S.W (PUBLIC RIGHT OF WAY) .1 . 11,fle.A tX5e,.*.q R'a"ew, , . . . . � . SNOHOMISH COUNTY. WASHINGTON, . .
W, W-W-W . /_4ZNU �STREET . Ole, . . . 40 F
. . __ - I W � :_ . . I . FEET AND THE EAST
. .. , -W_W= _" *W 1� r CITY OF EDMONDS FOR ROAD PURPOSE BY QUIT CLAIM DEED RECORDED JUNE 9,
. I W IV W ze Zer, s I
-W-W- ;
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`7 - . �� . S 8 8- �16'1 7 11E 331,41' 1. . . BRASS CAP WITH PUNCH MARK VA& Alto. S-TV'A0%'X=C15. -CX-*- . 1964 UNDER AUDITOR'S FILE NO. 1703055; AND .
I . . of.c.atqcj ejjwe�c**n ao ve-%N^* FEET OF THE NORTH 160 FEET OF THE WEST 125 FEET OF
I - , __ - -� - __ I � 45 �7) THE EAST 165 FEET. THEREOF; AND
. - - - - �>_ - - �S_ -S-S-S -
- �_ � �S_ = - S - S_ j--- �_ ___ i._ /� �
. S_S_-rn�4 I'_ S . � - S �� - . AVt4 2w.).11 osodw. I EXCEPT THE SOUTH 115 FEET OF THE WEST 1 10 FEET OF THE EAST 150 FEET
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. I b::_�_,u S -::, �_ I'll I THEREOF; AND EXCEPT THAT PORTION OF THE WEST 2 FEET OF THE EAST 152 FEET
to J__ _G _� =�� --s S:: �flp�..:_ 1 6 5_AT __ , \191a
- - - -S =� __ -;; S . I � _� % . . OF THE SOUTH 115 FEET THEREOF LYING SOUTH OF THAT CERTAIN EASEMENT
0 N ��UffNET91;_ � b V V .
- I I _ 1 1 O,kJ1E MCALEER FIVE ACRE . t-0 (4 � - to I?- DESCRIBED INSTRUMENT RECORDED OCTOBER 19, 1966 UNDER AUDITOR'S FILE NO.
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.
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PARKING SPACES REO'D � 2
PARKING SPACES PROPOSED � 2S --A
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L 0 __ __ ---% _____ 1905899; AND
.-
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------ L___ - � --- I NE CORN . I .
. 188. i 91 -A - I -_ - P SLOPE EASEMENT, (NO WIDTH GIVEN) REC NO. 1703055. v- CORN I I
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tN I . . I . . . .e I . . I . TRACTS. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 5 OF PLATS,
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