420 5TH AVE S.PDF111111111111
5183
420 5TH AVE S
ADDRESS:
TAX ACCOUNTIPARCEL NUMBER: e
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: DETERMINATION: 0 Conditional Waiver 0 Study Required E] Waiver
DISCRETIONARY PER -MIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S)
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DA
OTHER:
LID #:
LOT: BLOCK:
LATEMP\DS'Ps\Fonns\Street File Cheeklist.doc
M "�
-CITY of EDu-lkuDS
'For Inspection Call 771-3202
Address of Construction:
flov 1,9 1984 VVE SEWER PERAIJ
PUBLIC WORKS PERMIT NZA72' '28
_/A
Property Legal Description (Include all easements):
Owner and/or Builder:
Contractor & License No:
Single Family Residence
5 1 "' Avc-
Multi -Family (No. of Units
Commercial (No. of fixture Units
60 1
'#& ez If -cep
STREET Ifto
Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way
Construction Permit required. Call One -Call -Center (1-800-424-5555) before any
excavation.)
Cross, other Private Property: No Yes _ (If Yes, easement required,
attach legal description and county easement number.)
IE-IRITIE,ITEMI .1I1T11 ON THE BACK
Vcertlf� that I
Mve read and shall comply Date
with the items liUed on the back.
Permit Fee: ,3p, C) (D
Trunk Charge: c2S 00
Assessment Fee:
Issued 'By:
Date Issued:
Receipt No.:
9
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Side Sewer Drawing.
The City of Edmonds
EASEMENT NO - -------- ........ --------------- --
NEW CONSTRUCTION REPAIRS F� LID NO - ------------------ - ASMT. NO. ................
Ic ........................... CONTRACTOR .... C,*.t -------------- -------- PERMIT NO.
0 NER ............................ P.v - -----------
JOB ADDRESS ----- 44 1 CD --------- ......... ---------------------------- LEGAL DESCRIPTION:10T NO . ...................... ............... BLOCK NO.. .... --------------------------
............................................ --------------
............................................................. .. ..... .... EDMONDS -------
TREATMENT PLANT
NAMEOFADDITION .......... ............. ----------------------------------
I I ...... .............. .............
I
0
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PWW-0001-IlIA5 (REV.11/71
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Approved:
DATE ...... Jl.-.Z9..-A.q .............. By,,:%�-- ------- --- ----- ---------
0
DEC 2 2 1983
STREET FILE
.4,zo 5P Aves
December 21, 1983
File No. 02-83-191
j '**,-I
j
Re,id, Middleton & Associates, Inc.
Engineers * Surveyors 9 Planners
Storm Water Detention System Calculations for the Echelbarger Company
on Ptn. of SE -I,, SE,1,, Sec. 23, T27N, R3E W.M.
(Parcel B of Edmonds Short Plat # S-51-79)
Existing Site Conditions (See attached RMA survey)
Developed I story apartment building with lawn.
Area 0.156 Ac. or 6,812 sq. ft.
Slope Westerly 6% S. P/L and benched N. P/L
Tc = 128/(2)60 + 10 = 11 min
Intensity = i = 1.8 in/hr. E;erett Curve 10 year storm
Existing runoff coefficient proration
Apartment and walkways 2770 sq. ft. or 0.063 Ac.
Lawn areas 4042 sq. ft. or 0.093 Ac.
(0.9)(0.063) + (0.25)(0.093) = 0.51
0.156
Qexisting = Qallowable = ciA = (0.51)(1.8)(0.156) = 0.14 c.f.s.
Using the Yrjanainen & Warren Method for simple detention system design
the following calculations are to determine the required volume of detention
for this development.
Future Site Conditions (See attached site plan)
Prorated runoff coefficient
Building = 2882 sq. ft. or 0.066 Ac. @ 0.9
Asphalt and walkways = 2724 sq. ft. or 0.062 Ac. @ 0.9
Planters = 0.028 Ac. @ 0.2
(0.2)(0.023) + (0.9)(_).128) = 0.77
0.156
Future c = 0.77
Qo 0.14
(0.77)(O.-T-567— = 1.165
T 2 5 + �[ii5 —5 = 18.99 min.
1.165
121 5th Avenue North, Suite 200, Edmonds, Woshington 98020 (206) 775-3434
n
Page 2
Vs = 3607 (18.99) - 40(l.165)18.99 = 1557.10 - 884.93 = 672.17 ft.3/Ac C
W99 + 25
Vtotal = 672.17 (0.77)0.156 = 80.74 ft.3
Sizing the Orifice
Qallowable = 0.14 c.f.s.
Using the orifice equation Q = cdA �29h
Assuming h = 1.5' Solving for A
0.14 0.02297 ft.2
D.621f 64.4(l.5)
if 2 1/1611 orifice is used h will change A 0.0232 ft.2
Solving for h = (,+ 2 00.1144
CdA)g = (�_ (0.0232))/ 6
�12 .62 )2 4.4
1.47' = h Use 1.48'
Sizing the Detention System
Required volume of detention = 80.74 ft.3
CBMH No. 1 = 12.57 ft.3/V.F. x 1.48 V.F. = 18.60 ft.3
CBMH No. 1 to CBMH No. 2 = 45 I.f. 15" pipe @ 1.23 ft.3/l.f. = 55.35 ft.3
CB No. 2 = 5.78 ft.3/V.F. x 1.48' V.F. = 8.55 ft.3
Total volume provided = 82.50 Ft 3
Required Volume = 80.74 ft:3
Excess provided 7776-ft.-j
Therefore ok.
CITY OF EDMONDS
ASSET INFORMATION SHEET
NEW
E] ADDITION
E] RETIREMENT
FILE
ASSET NO.
ADDITION TO ASSET NO.
DESCRIPTION
SERIAL NO.
DEPT. A. /
"PURCHASE ORDER NO. -
PURCHASE ORDER DATE
16161*111
*PROJECT NUMBER
PROJECT COMPLETION DATE
COST .I,
0/-V
B.A.R.S. ACCOUNT NO.
ESTIMATED LIFE
INITIATED BY
DATE
APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
p
9'DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT -
0 G.L. ENTRY
REFERENCE
DATE
VERIFIED BY
PROCESSED
BATCH NO. -
INITIAL
k�np
D`--Tv\" i FILE
0
PHILIPPE R. CROZIER
6538 38TH AVENUE N.E.
SEATTLE WA. 98115
(206)524-1532
CELL: (206)755-3605
ANN BULLIS
Assistant building official
CITY OF EDMONDS
Building -Engineering -Planning dept
1215 1h Avenub N.
Edmonds WA. 98020
August 181h 2005
RE: PLAN CHECK # 05-369
Thank you Ann for taking time to see me the other day, as requested in the plan review
comments section (9) here is the list of prospective tenants for the building spaces.
EXHIBIT "A"
(fA) Units # 101 & 102, retail space, will be occupied my Edmonds Vitamin & herbs (already
on the premises)
Units # 103-104-105 will be the offices of Dr Martha Groeschell & Dr Michelle Wood
(Therapist)
Unit # 106 has been reserved by Dr Ted Edwards (Chiropractor)
CM) Unit # 107, retail space, is reserved for Bluefish design (custom jewelry & gifts I believe
already licensed in the City)
EXHIBIT "B"
Unit # 201 is reserved for Dr Colleen Holbrook (child & family therapist)
Units #207 & 208 reserved for Mollie Boyle (massage therapist I believe already licensed
in the City)
Units # 202-203-204-205 & 206 are presently available for rent
R E S U B;
Cordially yours SEP 2 2 2005
BUILDING DEPARTMENY
CITY OF EDMONDS
Philippe Crozier
em&VM5 P�epm a ry 1,;IL 1R41-?1;y11-
.......................
5&,VhNl2'0FFICE Bull,I)ING
420 51" AvenueSS.
,Edmonds WA, 98020
off
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floor)
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SEP 2 2 2005
3U��DINQ DEPARTiWENT
CITY OF EDMOMI)S
AVENUE (,)pqc� BUILDIM9
420 51� Avem ie S.
E-dimond4 WA. 98020
EXHIfill"Alt
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Date:
To:
From:
Subject:
MEMORANDUM
October 29, 1999
Street File 420 5h Ave. S.
Steve Bullod-f-.-)
Senior Planner
PARKING REQUIREMENT
The Tennant Improvement proposed with Plan Check 99-353 has 503 sq. ft. devoted to retail and
the rest. of the building to a publishing company with 20 employees. This will result in 2 parking
stalls required for the retail space and 10 parking stalls with the publishing building, for a total of
12 required parking stalls. 13 stalls are existing.
City of Edmonds C- Planning Division
DOCUMENT]
10/29/99.
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jr`APPROX. LOC. Existing 2" GASMAIN Field Verifyjoc. Prior toConstruction
Const. C . B. No. 3
Top 65.80
Ex Son. W Inv.62.26 (See Sheet 2of 2)
Existing 8" Son.Sewer Ad'�ust Top 66.35
Exist.Top 66.74
C on st. 10 L . F. a Gene.
A L L Ey Storm Sewer at 0.60%
c,Const.Qonc-Curbw/
D 74,00'
Const. C. B. W No. I
�-Const.521-.F.15"Hel.16 Go.
Top 65.30
Const.C.B.NiD.2.
Top 67.Ot Al. Storm Sewer at 0.50%
Inv. 6 2. 3 2
In v. 62.58
Overflow 111.63.80
3 STALLS
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Floor Elev. 65.58
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PROPOSE�
BUILDING I
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� -19 5"' AVE. S.
GENERAL NOTES:
I . ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED
BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY
HEARINGS ON THIS PROJECT.
2. THE CONTRACTOR SHALL NOTIFY THE CITY OF EMDONDS DEPARTMENT OF PUBLIC
WORKS 24 �HOURS PRIOR TO AND DURING WORK AND OBTAIN ALL REQUIRED PERMITS
PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC
WORKS PRIOR TO BACKFILLING UTILITIES.
4. EXISTING UNDERGROUND FACILITES HAVE BEEN SHOWN ON THESE DRAWINGS FOR THE
PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID FACILITES IN THE FIELD.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE
FIELD AND CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND
FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY
RE�PONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS
OPERATIONS. DIAL DIG 1-800-494-95515-15
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.,,
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN, FLUSH, DISINFECT
WHERE APPLICABLE AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS
REGARDING THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SE14ER
LINE, STORM SEWER LINE,.RETENTION SYSTEM ETC. WRITTEN ACCEPTANCE BY THE
CITY OF THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER.
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STORM WATER DETENTION SYSTEM PLAN
FOR I
ECHELBARGER COMPANY
Ptn. S.E.1/4, S.E.1/4,
Sec. 23, T.27N., R.3E.,W.M.
Edmonds, Washington
REVICED 0,57- SrSTEM 13JAN196
E.R/W W. R/W
T I �PE F BEDDING FOR FLEX!BLE PIPEIN TR I ENCHES
W Alternate told -back trench
Beddin 6" Notes:
Mate rlaiI Type 2 X 1. ProvIde uniform support under barrel.
flexible pipe. Sao 2, Work bedding under haunches. ?_'ST0. THICKENED
Sec. 61- 2.0 3 EDGE
for grodatl 3. Sea Sea.61-3 for trench width
a,;\,. and trenchIng optlons. Sz 0. 0/
O.D.
Foundation
level -
0
A= 4:, min., 27" ID 9,nd under
6 min. , over 27 I.D.
STANDARD PLAN NO. 62
Pipe Bedding
REVISED 1981
CC :A,
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VARIA8LE THICKAIESS COMPr CRUSHED SURFACE
LEVELING TOP COURSE -
TYPICAL ALLEY SECTION
N.T. S.
Bench Mark : "11" in Corey Fire Hydrant S.E. Corner
5th AVE.S. a Walnut Street
Elev. 82.53
DATUM : M.L.L.W.
"I �
Con st. 208 L. F. 8 " e&"
— 1415rAf 49 3103
1i
'ORM SEWER AT 1.62
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION"AND STANDARD PLANS AS ADOPTED
BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY
HEARINGS ON THIS PROJECT.
2. THE CONTRACTOR SHALL NOTIFY THE CITY OF EMDONDS DEPARTMENT OF PUBLIC
WORKS 24 HOURS PRIOR TO AND DURING WORK AND OBTAIN ALL REQUIRED PERMITS
PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC
WORKS PRIORTO BACKFILLING UTILITIES.
4. EXISTING UNDERGROUND FACILITES HAVE BEEN SHOWN ON THESE DRAWINGS FOR THE
PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID FACILITES IN THE FIELD.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE
FIELD AND CHECKING WITHAPPROPRIATE AGENCIES THAT MAY HAVE -UNDERGROUND
FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS
OPERATIONS.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN, FLUSH, DISINFECT
WHERE APPLICABLE AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS
REGARDING THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER
LINE, STORM SEWER LINE, RETENTION SYSTEM ETC. WRITTEN ACCEPTANCE BY THE
CITY OF THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER.
7
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r_. izi i 3 Existing Son. Sewer on q_ 2
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ALLEY
Between Dayton& Walnut West of 5th Ave.
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Co n st. 19 8 L. F. 8 " e-0�- S TO R SEWER .4
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�Ex.Gas Line
TEMPORARY EROSION/SEDIMENTATION NOTES
1 ALL TEMPORARY EROS ION/S ILTATION FACILITIES SHOWN HEREON SHALL BE
MAINTAINED, IN SATISFACTORY CONDITION UNTIL SUCH TIME THAT FINAL
SITE GRADING AND/OR CONSTRUCTION IS COMPLETED. AS CONSTRUCTION
PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS, DICTATE, MORE SILTA-
TION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION
CONTROL ON THIS PROPERTY. THEREFORE, DURING THE COURSE OF CONSTRUC-
,TION IS SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE
TO I ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES
AND TO PROVIDE ADDITIONAL FACILITIES OVER AND ABOVE WHAT IS SH014N
HEREON, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES.
2. DUST CONTROL ADJACENT STREETS SHALL BE SWEPT DURING GRADING AS FREQ-
UENTLY AS POSSIBLE TO PREVENT SILTATION IN CITY STORM SEWERSYSTEM.
3. ACCESS WAYS INT 0 SITE SHALL BE GRADED AND MAINTAINED WITH CRUSHED
ROCK SURFACE TO A DISTANCE NO LESS THAN 20' BACK OF PROPERTY LINE.
T I.
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5th AV E INJ U E S.
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10 1 -- ---- - ---- I C)\
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to
H INV= 57.89 B" SAN. SEWER
DEC 2 2 1983
A
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Ulb AO A\
A
L LLEY 1\11, A' NO. REVISIONS
DATE By
SCALE
TOPOGRAPHIC SURVEY
(L
0 moomm a=== 1=� mmmm mmmm aumm I mm=m mm== ==on no== mmmimm mmmm mommom memo== emu== mom== affla"m mom== mmm� mummy= cows== =mum= vmw� mom== (L DATE
OF 4/5/69
DESIGN
"G
OFFICE BU.1 L D I IN $'.I TE DIRAWN
K.REID
AT FIFTH AVE. S.. & WALNUT ST. CHECKED
G. LOVELL
LOTS 13 THRU 19—INCL., BLK 1, OLYMPI'C VIEW, EDM,ONDS (UNREC.)
258/40'
RE I D, MIDDLETON & ASS,OC.IIATES, I N Ci'
FILE NO.
CONSULTING ENGINEERS 8c LAND SURVEYORS
SSMH INV=72.02
0 STS.MH INV 76.05
0 STS.MH INV.=74.87
0 GV
0 TMH
324 MAIN'S"r.. EDMONDS.,WASK 1619 PACIFIC AVE--'IEVERMT WASH.
T.
�Expose Gas Line Prior to
Setting C.B. No. 3
iNAPPROX. LOC. Existing 2".GAS MAIN Field Verifjjoc. Prior toConstruction
Const. C.B. No. 3
Top 65.80
E x. S a n. Mi Inv.62.26 (See Sheet 2of 2)
Existing Son. Sewer 1�"�A d
�ust Top 66.35
Exist. Top 66.74 1 dia.
Con st. 10 L. F. 8 Gene�-- 30-14 Pvc
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4 COVERED
STALLS
0
PROPOSE�
BUILDING
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'ZI
C�i
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Top 65.30
Inv. 62. 3 2
Overflow E1.63.80
SeeDetail Below
f
GENERAL'NOTES:
11. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED
BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY
HEARINGS ON THIS -PROJECT.
2. THE CONTRACTOR SHALL NOTIFY THE CITY OF EMDONDS DEPARTMENT OF PUBLIC
WORKS 24 HOURS ' PRIOR,TO AND DURING WORK AND OBTAIN ALL REQUIRED PERMITS
PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC
WORKS PRIOR TO BACKFILLING UTILITIES.
4. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THESE DRAWINGS FOR THE
PURPOSE OF ASSISTING THE CONTRACTORAN LOCATING SAID FACILITES IN THE FIELD.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE
FIELD AND CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND
FAC,ILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS
OPERATIONS. DIAL DIG 1-800-494.-595-5
5. A COPY OF THESE A PPROVED PLANS MUST BE ON THE.JOBSITE WHENEVER CONSTRUCTION.
IS IN PROGRESS.
6. IT SHALL BE THE,RESPONSIBILITY OFJHE CONTRACTOR TO CLEAN, FLUSH, DISINFECT
WHERE APPLICABLE, AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS
REGARDINGTHE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER
LINE, STORM SEWER LINE, RETENTION SYSTEM ETC. WRITTEN ACCEPTANCE BY THE
CITY OF THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER.
RIF M
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DATE,
IT ENG a EER
STORM WATER DETENTION SYSTEM PLAN
FOR
AVW&
ECHELBARGER'h uOMPANY
Ptn. S.E.1/4, S.E.1/4,
Sec. 23, T.27N., R.3E.,W.M.
Edmonds, Washington
DRAWN
JLB
CHECKED
A.R.M.
1 R.R.S.
DATE
Dec. 3
FIELD BK.
562 Pg. 21
SCALE
AS SHOWN
il
FILE NO.
02
I SHEET
�RCVIOED DET S)e,
10 - A# 5 1-
LM 40�1 � P11AA&
TYPE 'F BEDDING FOR FLEX!BLE 'PIPE' IN TRENCHES
W
Alternate laid-back trench
Bedding 6" Notes:
Material- Type2 1. Provide uniform support under barrel.
flexible pips. See 2. Work bedding under haunches.
Sec. 61- 2.0 3 1
for gradotlop 3. see see. 61 - 3 for trench width W'
and trenching optlons.
O.D,
Foundation
1 18% K\\NN
W F-0
A=4::min. 27"ID pdunder
6 min. : over 7' . D.
STANDARD PLAN NO. 62
Qipe Biodding
REVISED 1981
qP
40
14
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gb* rV
Storm Sewer at 0. 53%
Exist
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C. 0 -,19 4:) tr-
(0.
E. R,
R/W
Z'STD.THICKENED
EDGE
0, 0 1
2"CoMpr DEPrH CIL ASS "B"ASPH. CONC.
VARIABLE MICI(NESS COMPr CRUSHED SURFACE
j_EvEjLiNG TOP COURSE.
TYPICAL ALLEY SECTION
N.T. S.
Bench Mark I "R" in Corey Fire Hydrant S.E. Corner
5thAvE.S. i&.Walnut Street
Eley. 82.53
DATUM: M.L.L.W.
ro
a
GENERAL NOTES:
1. ALL CONSTRUCTION SHALLCONFORM TOTHE "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION"AND STANDARD PLANS AS ADOPTED
BY THE CITY OF EDMONDS , AND ANYREQUIREMENTS ESTABLISHED AT CITY
HEARINGS ON THIS PROJECT.
2. THE CONTRACTOR SHALL NOTIFY THECITY OF EMDONDS DEPARTMENT OF PUBLIC
WORKS 24 HOURS PRIOR TO AND DURING WORK AND OBTAIN ALL REQUIRED PERMITS
PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC
WORKS PRIOR TO BACKFILLING UTILITIES.
4. EXISTING UNDERGROUND FACILITES HAVE BEEN SHOWN ON THESE DRAWINGS FOR THE
PURPOSE OF ASSISTING THE.CONTRACTOR IN LOCATING SAID FACILITES IN THE FIELD.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE
FIELD AND CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND
FACILITIES WITHIN THE PROJECT LIKITS. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS
OPERATIONS.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB. SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T6 CLEAN, FLUSH, DISINFECT
WHERE APPLICABLE AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS
REGARDING THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SE14ER
LINE., STORM.S�EWER LINE, RETENTION SYSTEM ETC. WRITTEN ACCEPTANCE BY THE
CITY OF THESE PROCEDURES MUST BE TRANSMITTED,TO THE DESIGN ENGINEER.
7- C4A S:5
,7,= 1-7 Z�_
Const. 208 L. F. 8' C-0*1-e- STORM SEWER AT 1.62 %
3
Existing Son. Sewer on
Exist. 2 " Gds M ain-1
AL LEY
Between Dayton& Walnut West of 5th Ave.
01041
N
X
EROS ION/SEDIMENTAT ION NOTES
1. ALL TEMtRA
f A -ViROSION/SILTATION FACILITIES SH014N HEREON SHALL BE
MAINTAI RY ATISFACTORY CONDITION UNTIL SUCH TIME THAT FINAL
SITE GRADING.AND/OR CONSTRUCTION IS COMPLETED. ASCONSTRUCTION
PROGRESRS EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTAs-
_RO
TION CO , AACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION
'CONTROL ON TWS PROPERTY. THEREFOREII DURING THE COURSE OF CONSTRUC-
TION IS SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE
TO ADDRESS ANY NEW CONDITIONS THAT MAY I BE CREATED BY HIS ACTIVITIES
AND TO PROVIDE ADDITIONAL FACILITIES,OVER AND ABOVE WHAT IS SHOWN
HEREON, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES.
2. DUST CONTROL' ADJACENT STREETS SHALL BE SWEPT DURING GRADING AS FREQ-
UENTLY AS POSSIBLE TO PREVENT SILTATION IN CITY STORM SMIER SYSTEM.
3. ACCESS WAYS.INTO SITE SHALL BE GRADED AND MAINTAINED WITH CRUSHED
ROCK SURFACE TO A DISTANCE NO LESS THAN 20' BACKOF PROPERTY LINE.
U
W
3
W1
ZI
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ry 0
a: C�
0 z.
1z
0.
z
t'Exist.Gas Valve Exist.GosVolve co
4 4>:
_ _4
'> 34> K
STO M Const. 10 L F� 08.
Const- i qA i r o W S10.0, Const. IOL.F. 8" W
:�:E E �RA T 00,�, St. Sewer at 0.60 %
02/1 1100
E,'�. G as* Line `,-Ex. Gas Line
Ok
rIP \NS\ - ro C3. I\pe\ \0
109 .5\ -
��ee I
3d
F ' LE
NO.
f i
I
14, "M
:n
M
m
m
ZP/
62
2t
Gas Line Prior to
�Expose
Setting C.B. No. 3
f"-APPROX. LOC. Existing 2" GAS
MAIN FieldVeri fyjI.,.oc. Prior to Construction
I
Const. C.B. No. 3
65.80
Existing_8" Son.Sewer
Ex.Son. W
Adjust Top, 66.35
,Top
V_ Inv.62.26 (See Sheet 2of 2)
Exist. Top 66.74
4 z7
C a n st. 10 L. F. Gent-.
_(o A L L E Y
Storm Sewer at 0.60%
Const ('Onc.Curbw/
rai'ling
74.00' Voriable_,
137—
Const. C.B.Ni No. I
"*_�Const. C.B. No.2
�-Const. 52 L. F. 15" Hel. 16 Ga.
Top 65.30
Top 67.Ot
Al. Storm Sewer at 0. 50%
Inv. 62. 32
I n v. 62.5 8
Overflow E1.63.80
3 STALLS
SeeDetail Below
0\0
cli
C%j
1
C�/
z
_j
PLAN7'ER
24. 00'
110
(0
A _j
_j
P
C
A5po,41-T oNC U)
(D
f—P r—o p o—s e d—B a —se m e-n t
Floor Elev. 65.58
4 COVERED
STALLS
U�
4
CI)
6
PROPOSED�
BUILDING
0
to
/zo. 17 9 ___ i
5"' AVE. S.
LQ
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL. CONFORM TO THE "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED
BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY
HEARINGS ON THIS PROJECT.
2. THE CONTRACTOR SHALL NOTIFY THE CITY OF EMDONDS DEPARTMENT OF PUBLIC
WORKS 24 HOURS PRIOR TO'AND DURING WORK AND OBTAIN ALL REQUIRED PERMITS
PRIOR TO*CONSTRUCTION.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC
WORKS PRIOR TO'BACKFILLING UTILITIES.
4. EXISTING UNDERGROUND FACILITES HAVE BEEN SHOWN ON -THESE DRAWINGS -FOR THE
PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID FACILITES IN THE FIELD.
THE CONTRACTOR SHALL BE RESPONSIBLE FORCHECKING ACTUAL LOCATIONS IN THE
FIELD AND CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND
FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY
REtPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS
OPERATIONS. DIAL DIG -1-800-424-955-655
5.- A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN, FLUSH, DISINFECT
WHERE APPLICABLE AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS
REGARDING 'THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER,
LINE, STORM SEWER LINE, RETENTION -SYSTEM ETC. , WRITTEN ACCEPTANCE BY THE
CITY OF THESE 'PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER.
ke
6 �ffl;_c
ek" �0
5;
Arrqir�r_ 17—
N:
4W
61
of
ryloq
-6.
C.B.
MH
No. 1
Detail
w/
Orifice
F
'! P,
A
fat-, �g�
DATE:
C1 y
41NUEA�
(A
STORM WATER DETENTION SYSTEM PLAN
FOR
E C HNN E L rB A OR G E R C ON P A 'NY
Ptn. S.E.1/4, S.E.1/4,
Sec. 23, T.27N., R.,3E.,W.M. REON FILE
Edmonds, Washington
Reid, Middleton & Associates, Inc.
Engineers Surveyors* Planners
121 5th Ave, N., Suite 200, Edmonds, WA 98020.
DRAWN CHECKED DATE FIELD B K. SCALE FILE NO.
j A.R.M. 21 3 02-83-191
L13 IR Dec.B , 562 Pg. 21 AS SHOWN SHEET I OF 2
-I REVIWD
K
TYPE 'F' BEDDI NGFOR FLEX!BLE PIPE IN TRENCHES
W Alternate fold -back trench
r
Bedding 1 6 kotes:
Material Typez P 1. ProvIde uniform support under barrel. -
flexible pipe. See
Sec. 61- 2. 0 3 15 Work bedding under haunches.
5
for gradation. 3. See See. 61 - 3 for trench width V
and trenching options.
O.D.
Foundation
10%
MEA
A a 4:: min., 27" ID qpd under
6 min. , over 27. I.D.
Stom Sewer ot 0. 53%
rE xist . 8 — —
15
(31
C_�
4V
C�- to. 0)
-,01 .1� 40 tp-
STANDARD PLAN NO. 62
Pipe Bedding
REVISED 1981
:A.
8q,.,v 0:)&
Cb
E. R,
R/W
Z'STD.THICKENED
EDGE
6MA mo-mo I �_
1_____�2___CoMPr. DeprH CLASS "B"ASPH.CONC.
VARIABLE THICKNESS COMPr CRUSHED SURFACE
LEVELING TOP COURSE.
TYPICAL ALLEY SECTION
N.T. S.
Bench Mark:"R to in Corey Fire Hydrant S.E. Corner
5th AVE.S. 6k Walnut Street
Elev. 82.53
DATUM: M.L.L.W.
I
Co n st. 208 L. F. 8 " e0ft-C STORM SEWER AT 1.62 %
,4sr,- 0 P-A-f
rv- 3
Exist. 2"Gds _-Moin-1
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION"AND STANDARD PLANS AS ADOPTED
BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY
HEARINGS ON THIS PROJECT.
2. THE -CONTRACTOR SHALL NOTIFY THE CITY OF EMDONDS DEPARTMENT OF PUBLIC
WORKS 24 HOURS PRIOR TO *AND DURING WORK AND OBTAIN ALL REQUIRED PERMITS
PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF EDMONDS DEPARTMENT OF PUB LIC
WORKS PRIOR TO BACKFILLING UTILITIES.
4. EXISTING UNDERGROUND FACILITES HAVE BEEN SHOWN ON THESE DRAWINGS FOR THE
PURPOSE OF.ASSISTING THE ' CONTRACTOR IN LOCATING SAID FACILITES IN THE FIELD.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE
FIELD ANDCHECKING WITH APPROPRIATE AGENCIESTHATMAY HAVE UNDERGROUND
FACILITIES WITHIN THE PROJECT LIKITS. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS
OPERATIONS.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITEWHENEVER CONSTRUCTION
IS IN PROGRESS.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN, FLUSH, ' DISINFECT
WHERE APPLICABLE AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS
REGARDING THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER
LINE, STORM SEWER LINE, RETENTION SYSTEM ETC. WRITTEN ACCEPTANCE BY THE
.CITY OF THESE PROCEDURES MUST BE TRANSMITTED TO THE DE51GN ENGINEER.
7 " � � - Z1 - —/C //;? 5 - fh - a // , 6 M Cl. , 4 5 ;4 4 e 7 z z, - - , 4
10Z,4AI So. e, z5C=.= 7_�- //'�)
Existing Son. Sewer on CL
tj
A L L E Y
Between Dayton& Walnut West of 5th Ave.
0i
. ?p - C
\09 Exist.Gas Valve
TEMPORARY EROSION/SEDIMENTATION NOTES
1 ALL TEMPORARY EROSION/SILTATION FACILITIES SHOWN HEREON SH LL BE
MAINTAINED IN SATISFACTORY CONDITION UNTIL SUCH TIME THAT FINAL
SITE GRADING AND/OR CONSTRUCTION IS COMPLETED. AS CONSTRUCTION
PROGRESSES,AND EXPECTED (5EASONAL) CONDITIONS DICTATE, MORE SILTA-
TION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION
CONTROL ON THIS PROPERTY. THEREFORE, DURING THE COURSE OF CONSTRUC-
TION IS SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE
TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY ' HIS ACTIVITIES
AND TO PROVIDE ADDITIONAL FACILITIES OVER AND ABOVE WHAT IS SHOWN
HEREON, AS MAY BE NEEDED TO PROTECT, ADJACENT PROPERTIES.
2. DUST CONTROL - ADJACENT STREETS SHALL BE SWEPT DURING GRADING AS FREQ-
UENTLY AS POSSIBLE TO PREVENT SILTATION IN CITY STORM SEWER SYSTEM.
3. ACCESS WAYS INTO SIT E SHALL BE GRADED AND MAINTAINED WITH CRUSHED
ROCK SURFACE TO A DISTANCE NO LESS THAN 20' BACK OF PROPERTY LINE.
A,57;k4 Z> 3.4>
const. 198 8 e-Gf�- S TO
�I` 13 L. F.
-M SEWER AT I
Ex. Gas Line
x i s.t.Gas Vo Ive
Gas Line
F-1
0
W
0
It
a.
_j
IV
ry
a:
0
40;
z,
C3
C0
-T
Const. IOL,.F,. 8"
X
W
t. Sewer a t 0.60%
s St. S O.r
CIO
1� 09
3!:1
N.
( I r i 3 0'
FILE
NO.