220 4TH AVE S.PDFlill iiiiiiii
5058
220 4TH AVE S
ITY OF EDMONDS RECEIVED Permit No. 61
COMMUNITY SERVICES DEPARTMENT N 0 V 13 1991
RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date
A. * Owner: ��O tJ lAoIPTO B. e Contractor: RLI D
Name Naihe
_11Z4_2'Z POSE,&-sSION) Lr-3 �21(11s
Mailing Address Mailing Address
ein p Y%O ti D 5 W A qf5OZ6 G WA cisozi=1
City State Zip City State Zip
au 1- :51" 6
V-VV-T NAPtt_.TI W G-70 -_'A,7 0 -7
State License Number Telephone Number
C. 9 Address or Vicinity of Construction: 27-0
Type of Work to be Done: JQSTA%�L UN0(_-9J_*90VW0 PoLf-- vi-NK-1
WOVOT4 F_1W Is', 80'Z(-- VND(--?- 'e+11'� #.v 15 so, 1-0 pp-opep-14 cop-Ne;g P'A'1)
I WbN'Pt L. tz�)�CwJOIAP4 PL_DeL_'1-1k" SIDEWAI-y- WILL
D. 0 Work in Connection With: 0 Sub or Plat 1:1 Single Family 11 City Projects
U-TILIZ.L�- 1=0fL 609_0_� 91-T _r" e-(--PA'91.
0 Commercial Multifamily 0 utility
Z
0
U
04
0
E. 0 Pavement Cut: [XY MM F. 0 Size of Cut: X--4a?3)G
APPLICANT TO READ AND SIGN
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, forseen or unforseen, that may
be made against the City of Edmonds, or any of its dep'artmepts or employeegi including or not limited to the defense
of any legal proceedings including defense costs, court costs,'and atto ney fees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK.
Estimated restoration fees will be held until the final street patch is completed by City forces, at which time a debit or credit will be
processed for issuance to the applicant.
• A 24 hour notice is required for inspection; Please call Engineering: 771-3202
• Work is to be inspected during progress and at completion.
• Restoration to be in accordance with City Code. STR"EET FILE
• Street to be kept clean at all times.
• Traffic Control to be in accordance with City regulations.
• All street -cut ditches must be patched with asphalt or City approved material prior to end of working day;
NO EXCEPTIONS:
I understand the above and that this permit must be available at the job site for inspection purposes at all times.
Signature:. (V_'� rM "k:'_ Date:
Owner or Contractor
This Permit Must be Posted at the Job Site For Inspection Purposes
Call DIAL -A -DIG Prior to Beginning Work
APPROVED BY:
Time Authorized: Void after 36t�5 days.
Special Conditions:
RELEASED BY:
PERMIT I`EeS104�� M &e
Restoration Fee:
Receipt No.: -
Fund I I I Fee:
Street Cut Dimensions:
INSPECTED BY
Date
NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE
Eng. Div. March 19�9
FIELD INSPECTION NOTES
(Fund 111 - Route copy to Street Dept.)
Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:
Work Disapproved By:
Date:
Date:
FINAL APPROVAL BY:
Eng. Div. July 1985
1476
PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY REV. 7/87
LOCATION Z2 (D 4--T 1A lo� \j S AREA
POLE NO. SE 1/4 S 2 3 T 2 -7 R DATE I\- \ -CA W. 0. N 0.
REASON FOR WORK U<Jr \1 L C> 9- ENGINEER f'AAR-'r%,-j DWG. NO. 0q+14-1-Z
7vo Irk t's 1\0 IF—% 0 DRAFTER U. G. NO.
i:)\j 9 L-&- X -1 W-w (--A SCALE I 11--too
DATE WORK COMPLETED I APPROVED I DATE PRINTED
I- C0MLMAN
ENVIRONMtNlAL ANALTZ�,IZ:)
FEES REQ'D myEs 0 NO
19 EXEMPT 0 NOT EXEMPT
PARA. 18 1 TEM C
PRIMARY OVERHEAD
O.H. U.G. COND.
KV
CKT. FT. PH
• RESIDENTIAL
ADD
• COMMERCIAL
LEO#
REM
NET
CKT. FT. PH
CKT. FT.
O.H. U.G. COND.
KV
SECONDARY OVERHEAD
BASIC
FEE S
ADD
CKT. FT. PH
REM
CKT. FT. PH
NET
ICKT. FT.
METER/CONV. PO-E
PERMITS (DATE GRANTED)
PRIMARY UNDERGROUND
0 TREE TRIM
0 RESIDENTIAL
0 STATE
0 COMMERCIAL BASIC
FEE $
0 COUNTY
LEU#
N CITY 4.0-0m"
EASEMENTS
0 REOUIRED
16"NOT REOUIRED
SECONDARY UNDERGROUND
BASIC FEE
CAQ
UNDERGROUND PLAT
DATE RELEASED
BASIC
FT. @ S
FEE $
FOREIGN CONTACTS
0 GTNW JPN#
STREET LIGHTING
t FT. 0 3
0 CATV JPN#
N JOINT TRENCH GTNW & CATV
WORK IN RIGHT OF WAY
Z JOINT BORE GTNW & CATV
0 PRIMARY
0
POLE STENCELING
FROM
TO
M SECONADARY
FT. 0 $ -7f
MISCELLANEOUS FEES
TAKE OFF POLE
VAULT S
PRE—CONSTR. REQUIREMEN7
6 Or'AOIJO-5 PERMIT $
0 TREE TRIM 8 PUD LOCATOR
ZooAMPE I-57—S
Ill BACKHOE 0
J?oAD go--C$_
A ONE CALL DATE
10 / Op I S�!, r-T $ LE(D
#
IN (LEX
P LES
PLAT
TOTAL DUE S -:i6'1
_O
IL )GS
U AP
DATE PAID 10
JXFMR
C-MAP
I
I
RECEIPT#_
LOCATION MAP PAGE 5'9 C-3
NEW SVCE APPLICATION# 1 4- 0
SUBSTATION NA N P LC WO C) D
CIRCUIT NO. \-2-3-+3 PHASE --t* 2-
2-
4p p
40 s
T 0
Dc-v i:Nl I,
,5-4-14Z--!5
W-0. --* 3Z
t-J M C-1, POL e
so tzo(= WIEbrl 9- 4TH AV !S I MST
P\I(- v pi U-a- GTQ-e(=-T
IRV 1-i I ZO 3 SO m f- rA Dc)wm R % f> t-- p- 9- 0 S -S -S 7 V- C-T
I C)
I I-.) S-V e>A 9- e- c� r4 �j (-- L-ro Q- P>6. 0 cs-Tlf% k-
z&PAIRL I?:, v- \e- tj S I i:.c-- w A t-v- LAJ Uj Rr= NJ 7- V/_- Q L�A 0
6 o re\ p t- c-T Ii.- D
v,; A %- L
li-y-w EE
10 4-V% -T
So
-4- k 4-Z-
vi
STREET FILE
CITY OF EDMONDS
9 0 190,
SIDE SEWER PERMIT
PERMIT
Address of Construction: 22o iE So,( -_�4
20i - :Z -- no, c,.g
Property Legal Description (Include all easements):
Owner and/or Contractor:
State License No.
Building Permit No.
0 Single Family
0 Multi -Family (No. of Units 2-
El Commercial
11 Public
1. 1 . �,'
Invasion into City Right-of-Way:eNo Yes
RW Construction Permit N
Cross other Private Property: Yes
Attach legal description and copy of recorded easement
I certify that I have read and shall comply with all city requirements
as indicated on the back of the Permit Card.
-2
CC,, � 7 C,
Date
* CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
OFFICE USE ONLY
FOR INSPECTION CALL 771-3202, PUBLIC WORKS DEPT.
Permit Fee: Issued B -13 - 9Q.
Trunk Charge: Date Issued:
Assessment Fee: Receipt No.: 9
Lid No.:
Partial Inspection: Date -Initial
Comments
Reason Rejected: Date -Initial
Final Inspection Approved: DatV___t.?_4__Z__Initia
PERMIT MUST BE POSTED ON JOB S7
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Revised 3 90
9
The City of Edmonds
Side Sewer Drawing
EASEMENT NO - --------------------------------------- --
NEW CONSTRUCTION REPAIRS R LID NO - ------------------ ASMT. NO - ---------------- -
OWNER------------------------------------------------------------------------------------------------ CONTRACTOR ------------------------------------------------------------------------------------ PERMIT NO. 0-4�(P-
JOB ADDRESS ---- ----- 4o q, �� Q - -- LEGAL DESCRIPTION: LOT NO. - ------------------------------------ BLOCK NO - ------------------------------------
. ......... I -----------------
t
..................................................................... I --------------------------------------------------
EDMONDS
PLAN
NAME OF ADDITION ----------------------------------------------------------------------------- - TRE-ffivrENT- --- fLA T-
-c— 3," ----
+ 'r k.�- V�� 'CE- �!),t -
PWW-0001-1 1/75 (REVA 1/78)
V
Approved:
DATE 3. ---------------------
... ..... ... ........ ...... B)61 ....... r . ........... �..4 -----
7�
14nF TO - i4c)mFq n"pi -FY
CONTACT PHONE
PROJECT ADDRESS
220
Fourth
Avenue
So.
ZONING
SITE AREA r-,3,50 �;F
ALLOWABLE SITE COVERAGE
-PROPOSED WE COvERAGE IIPZ 4 5-F r 27 &
REQUIREDSETBACKS c 14' . yo' c 7�' a ,.Edmonds
PROPOSED SE*'BACKS F 15 * S /0' S 10' B I f '
MAXMJM ALLOWABLE BUILDING HEIGHT 25 '1�4-e-1
MAIN FLOOR AREA 15 5 .01 50c
SECIDNEIROOR AREA J&Z4 �5,0
com-,rrmm--no-4 -rr'Flr- \/-r-4
TOTAL GROSS AREA -3-ZO&
TOTAL GLAZING AREA '5-30 17F
TOTAL HEATED AREA '31608 151=
GLA23NG TO FLOOR AREA POTIO %
IMPERVIOiJS AREA CALCULATION
EXISTM
BIADNGS SF OULDNM SF
OEM SF DECKS SF
PKIM --ZQ—X SF PATIOS ILI SF
WALKS SF WALKS SF
DRIVEWXV SF DMEMY SF
586? SIF 3z SF
NEr
TOTAL
A0w*L`S Z737
RU
0 INFURATIO01 TREINCH REOUIRED LF
WDETEwnom PIPE REouRED LF
0 NO ON -SITE DRAINAGE DETENTION SYSTEM REDWEE
BUILDING HEIGHt CALCULATION
CORNER A EL 0
CORNER 13 EL Z '
CORNER C EL ?9-'0'
CORNERD
TOMAL +4 EL IS-!7
ALLOWABLE SULDM HEW.Iff + 2F
MAXMM ALLOWABLE ouxbm HEajT. EL JZ 1 -'7
PROPOSED UAXMM BUILDM ELEVATKft EL
nwb,tap mair. PL. lzV,6"
mae4'*60 OUIL-I)i4cl
ip4L,0r 6-0.
LONGITUDINAL SITE SECTION 0 DRIVEWAY CENTERLINE
SCALE: 1/8* = V-0'
LEGAL DESCRIPTION
THAT PORTION OF THE S.E. QUARTER OF THE S.E. QUARTER OF SECTION 23,
TOWNSHIP 27 N. RANGE 3 E., W.M. DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 120 FEET S. OF THE S.W. CORNER OF
DAYTON & 4TH STREETS IN THE CITY OF EDMONDS;THENCE S. 94 FT.;
THENCE W. 120 FT.; THENCE. N. 94 FT.; THENCE E. 120 FT.
TO THE POINT OF BEGINNING; EXCEP THE N. 45 FT. THEREOF.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
AUG
jx
P"Opew" LINE
-tske
E,,C
ELI=.
001,
1
E Culam
-to
OVERHANG JUIOVII ENTRANCII
,pr
r --
FOR SITE
LANDSCAPE MAN. So
EXII!ITING
,EtEft,
WA;
Go A
r:FtEtl0MEOO N
.9
IT
3
51
(2)
SHEET 3
PAINT STRIPE.
T YP,
0
PROPOSED DUPLEX
PROPOSED,PARKNG LOT
IRS,
I
R—
MkiT C
XtST. Cow— PATI�
REMOVE
CO-15 XtS.T. HOUSE
TYPE 1 1
PROPOSED OF IV
lu . .
ty.
ca
k--
SMALL CONFORM!
— -4
—
'REMOVE EXIST. Ar'.
; TO CFr*
STANDARD
Lco:-- a��B 40
e- CONCRETE CuRa-�
rmww"m
tlD
N WALKWAY
r
FT. WOOD FENCE
PAT., W,
r
9-0 ITROL C
ce 15. TYPE I
wl AS
I. I -T.
RETEX. I
EXPOSED AGGREGATE
SURFACE. ACRYLIC SEALE
1. CONcCREMrE ctms,._�
PROPER" LINE
LA
EXISTING 3 0.7-WIRE —FEMCEE—
EXISTING
SAIL SEWER
EXISTING 12- CONCRETE BULKHEAD
S FT.
W )GO FENCE
MANHIPLE
DATUNk
TOP OF NIANMOLE�
I
COVER. ASSU D
L 1000
E .0
4P
NOTE: mum.
THIS 15 AN CONTRACTOR SMALL
VERIFY LOCAIION
ESSENTIALLY FIAT SITE. OF UTILITIES AND COORDINATE
THU . so CONTOURS maITALLmom,
ARESiHOWN
NOT&
CONTRACTOR SMALL
VERIFY IMOICKflIO SIM
ELEVATWM WHEN
LOCATING NEW STRUCTURE ON [ROIREFIT11-
SITE PLAN
N
SCALE: 1/8" V-0-
All1i I
I ( 3 F WOOD FEN
PROPERTY UNE
6* CURB
TREE (LIOUll I
GRASS 2* SWEETGU WBER)
u
z
OF
tilt
12) 2 GAL FERNS
0) 2 GAL 8rBERIS
C,
x
4:
PROPOSED PARKiNG LOT
PROPOSED DUPLEX ASPHALT CONCRETE PAVEMENT
V.
GRASS C2
61 CURB z
(2) 2 GAL. FERNS 0
(2) 18- RHODODENDRONS -
0
K
SWEETGUM TREE (LIQUIDAMBER) z
0
S' CURB\
C N IET 10
(2) TRASH CANS-,\36- GJTE
i FT. WOO5 FENCE CO ED W/ 6* CURB 10"N
CONCRETE PATIO RO M MISIH)
GRASS (WASHED AGGREGATE) 36* G E
SAM
PROPERT --;��S FT. �WOOD FENCE
EXIST G CEDAR TREES
-TING 12- CONCRETE (6) 1 GAL NANDINA
HEAD W/ 3 FT. DOMESTICA 6 2 FT. D.C.
FENCE PROPERTY
(2.) JUNIPERUS, SCOPULARYM
NOTE:
IRRIGATION SYSTEM TO CONFORM
CITY DEVELOPMENT STANDARDS REQUIREMENTS
LANDSCAPE PLAN
SCALE: 11t$* -K�T
AT;
NOT
ALL HEADERS OVER POORS FOR WINDOW SIZES
AND WINDOWS. W r. X 6 HFI. AND PJNCTXK SEE
IJ*LES3 OTHERWISE EXTOWN ELEVATION�
NOTED.
FIRST FLOOR PLAN
ACALE: 1/4' = 1'-0"
NUTE:
FLOW PLAN DKIENSION11 ARE
TO FACE OF STIJIDS, CE14TEPLPIE
OF STRUCTURAL FRAMING
OR CENTEFILINE OF DOOR I WINDOW U)CATIOPM
r4m
N
0
mum
EXT— WALLS ARE FRAVED WfTH
2 It 6 0 Ir O.C_
INTERIM WITH 2 X 4 * IV OC—
TYPICAL LINLESS OTHOWISE NOTED
LEGEND
2 220 VOLT OUTLET
0 LIGHT FIXTURE. SURFACE MTD.
(S'�N 11 IDENTFICATION OF SHEARWALi
LIGHT FIXTURE. RECESSED
4 It 8 OPI HEADER OR BEAM ABOVE SIZE
HEATING REGISTER LOCATION
J��-OETAIL/SECTION LOCATION ON Sf(EET
HOSE 88 LOCATION
\t�o4REFERENCE TO SHEET WHERE DRAWN
APPROVED SMOKE DETECTOR
LIGHT SMT04 LOCATIPN
EXHAUST FAN
HMO -DOWN LOCATIONS
ELECTRICAL DUPLEX OUTLET
EXTERIOR MIN FX rxffi rT
NOTE.
ALL HEADERS OVER DOORS SIZES
AND WINDOWS. 121 2 X 6 HF2. AM PJNCTKIK SO
UNLESS CITHEIMSE LXIUVM ELEVATION&
'40ED.
SECOND FLOOR PLAN
rt'\
-q7
.CALE: 1/4* - V-0*
I
tam
FLCIOR MAN D&IIENSKM AN
TO FACE OF STUDS, CENTERUNE
OF STRUCTURAL FRANIING
on CENTERLPIE OF DOOR I WINDOW LOCATIONS,
LEGEND
2 220 VOLT OUTLET
0 LIGHT FIXT URE. SURFACE MTO.
(SW It IDENTIFICATION LoI, SHEARWAk�
(g) LIGHT FIXTURE. RECESSED
4 X 6 OFT HEADER OR BEAM ABOVE SIZE
r—I HEATING R�GISTER LOCATION
J�AILIWCTIONm LOCATION ON SHEET
Q51-REFFRENCE TO SHEET WHERE DRAWN
+ HOSE 8113 L;XATtON
(E) APPROVED SMOKE DETECTOR
'-S LIGHT SWITCH LOCATtpN
EXHAUST FAN
HOLD-DOWN LOCATIONS
ELECTRICAL DUPLEX OUTLET
EXTERIOR DUPLEX OUTLET
W.
1. .
COLOR SCHEME
R60F: HALLMARK 'BRONZE BROWN'
TRIM PAINT: KELLY MOORE 'MALIBU BEIGE'
BODY STAIN: OLYMPIC SEMI -TRANSPARENT #909
BRICK: COMMON BRICK, RUNNING BOND, INTERPACE 'WESTERN BLEND'
WINDOWS, GUTTERS, ETC.: BRONZE ANODIZED ALUMINUM
BWWXK TO lk�!TCH
VENEER SELOW
L:
HOWL STR , COMPOSITION ROOFING
NAIL OVER PLYW'O.
SHEARWALL TO HEADER CONT.
LOCATE WHERE SHOWN. METAL
TVF. GUTTER
so"O" 5
2 x 4
TYP. WOW. HEAD V.r FACIA
FROM R �FLOOR 2 X 6 TRIM Wl 2 X FILLER SEHIND
H! —ax..
2 X 6 TRIM OVER 89AM 4 TRIM
I X CASED 6 X 6 P03T Ilr CEDAR SOING MYWOOO.
F"EFMIEDL
Rouam sAwm TEXTURE
CALLS SEALS FLUSH
UNRA" VENT. CONT. 2 X 6 TRIM
FOR ROOF 0 WALL. TYP
I L �j X Ill MULLION. TYP.
L 5/4 TRIM 13_=
IFICK VENEER.
VERTICAL I X I
6. COMMON SSOC
CEDAR CHANNEL;
514 X 4 COAMER BOARDS
VENEEIL ousm som Sa MGM
F-L LAST off. THIS SET
GROOVE SlmMG.
MACHINE CMT ME.
STAIN IBM
614 x 4 TANI
�otr, im
I SIP."LINE
ly
CONCRETE ST& & RAMP
FRAN
GRAM Lfll� 4v
SODOM FINISH ON IMASHEID
ADOP133M FINISH
U11119 OF FOLOAMOOM
FOUNDATION VENT
LINIES OF STVVEG FTQ—
Norm
SEE 0-m FOOTING
DUAL
EAST ELEVATION
MMIEFIIAL A. FIRM ING. SHOWN
FOR THIS ELEVATION AM TYPICAL
SCALE: 1/.4' - 1 -0
ENTIRE OULDING. AS AFF9UCAftL
RIDGE VBmff. CONT
woo= sm
SHOWN AN FEET 6 INCHM
GASHED LINES INDICA]fll.
FUNCT`GK
8050 FIXED 0
�SIA csmi
Fo
Typ.
J
FIXTURIE
EF! 3064 in$
T.1 OL $OUO GLASS
;U :..*F STORE
6060 SLID" ASS DOOR
I 'DOOR /4 DOOR
'L O-M T
SU!FACE
_Tl
SOUTH ELEVATION:
SCALE: 1/4' - V-0'
C
E.2)
I= U)
04)
ino L
z so 0
0 � 0
0
E
W*
W.
x
Lu
_J
c
Lu
2
O:s
LOL
U. c
0 cm
z
z 2
2
,.!R
I g >
ul
Z
_j Lu
z Uh
co
us to
SHEET NO.
10
OF
ri
L
Z
M
M
z
M
!4
M
M
It I
10 1
z I
n
SHEET CONTENTS
WEST ELEVATION
NORTH ELEVATION
DRAWN
FOR GUESTIONS OR
CLARIFICATIONS CALL
OUR OFFICE AT
(206) 774-6000
ADDRESS IS
201 6TH AVE. S. #Z
EDMONDS, WA. 98020
Behm
Designi
HOFTO HOMES DUPLEX
220 Fourth Avenue So. Edmonds
DATE
PLAN
as a
LU
Cf)
ED City ot Edmonds "'EET FILE
RECEIV
T1
-W
�UIG F AY CONSTRUCTIOk
I Tf
PERMIT PermitNumber:
ENGINEERING
Issue Date:
A. Address or Vicinity of Construction: -2ZE -A 0 4--'-
9 c� B. Type of Work (be specific): V_nA r t �J-
C. Contractor: V Contact: k
Mailing Address: 1:��0 '1 '1 Phone: —1.1
State License #: Ho FTo �i *.?se�z Liability ln�uKapce: Bond: $
D. Building Permit # (if applicable): Side Sewer Peprut/#
, (if applicable):
E. F� Commercial Subdivision El City Project NJ Utility (PUD, GTE, WNG, CABLE, WATER)
* Multi -Family Single Family %] Other,51,/,,,j
INSPECTOR: A. t,. CKI -,14AK INSPECTOR:
F. Pavement or Concrete Cut : M Yes E]No G. Size of Cut: - 3 x '20 _ H. Charge $ 161 , ��
APPLICANT TO READ AND SIGN
INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the Chy of Edmonds hatwilessftom injuries, damages, or
claims of any )Und or description whatsoever, foreseen or unforeen, hht �"e. i�de againil the Ciiy�,qfEdmonds, or any of its departments or employ-
ees, including or not limited to the defense of any legal proceedings defense and At fees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MA7ERZALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPEC77ON
AND ACCEPTANCE OF THE WORK ES77MATED RESTORATION FEES WILL BE HELD UN77L THE FINAL S77ZEET PATCH IS COMPLETED BY
CITY FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSEDFOR ISSUANCE TO THE APPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Department- 771-3202.
Work is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day;
NO EXCEPTIONS.
I have read the above st ents and understand the permit requirements and the pink copy of the permit will be available
on site at all timesfor in1section purposes.
Signature: \.- , � t vk' _') 4-� " �' - � r Date: f�IA*_ vt,�,�N
--Trontractor or Agent)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
Engrg. Div. 1991
FIELD INSPECTION NOTES
(Fund I I I - Route copy to Street Dept.)
Comments:
Diagram:
CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:
Work Disapproved By:
FINAL APPROVAL BY:
Date:
Date:
Eng. Div. July 1985
ET
FILE
CITY OF EDMONDS
-
USE PERMIT
"'E/�)#/,
NUMBER 09 al
CONSTRUCTION PERMIT APPLICATION
-
OWN USINESS
JOB SUITE/APT
ADDRESS
LEGAL DESCRIPTION IIE111
cc
SUBDIVISION NO.
LID NO.
Uj
Z
0'
MAILING ADDRESS
: ( "Z 4 LC2414
CITY zip
'q
TELEPHONE NUMBER
-74-5
PUBLIC RIC#IT_Qf WAY PER OFFICIAL STREET MAP.
C.)
VC-1 REOUIRED
E....
TESCP Approved 13
RW Permit Required
top vulolyk- Dg�,
-1 Giq-�
__ DEDICATION
Street Use Permit Req'd 0
NAME
ROPOSED
Inspection Required
Sidewalk Required [73
REMARKS
ADDRESS
(o tq* r,-,49 va T(�MrLWZ
W
W
X
L)
2-01
Z
a:
4
CITY ZIP __TTELE
E NUMBER
f5LQi 2_0
1 '7 4,4- - O'D
NAME
ENGINEERING MEMO DATED REyL=By
ADDRESS
&P—
I
0
1
0
_JTFL�E
METE
BUILDING SU__1L`Y'S_jZIf
NO. OF FIXT RES
1
a:
1
CITY ZIP
NUMBER
7
Z
0
uj
RE
V
STATE LICENSE NUMBER
Legal Description of Property - include all easements
SIGN AREA
ALLOWED PROPOSED
SEPA REVIEW
COMPLETE EXEM PT
ADS NO,
�7el- 9r/
_E#
Z
SHOREL
EXP
AR
4G REVIEW BY
DATE
SETBACKS — VET
f
Tr
LOT C vE
��gE
Z
Z
Tax Account Parcel No. 0 (0
FRONT SIDE
(+
Z
REMARKS
oo 0 Z_
0-
NEW
jng RESIDENTIAL
ADD/ALTER
El COMMERCIAL
PLUMBING
El MECHANICAL
Ldi,45cafe f).m liietas TW
1 11 4
ET APT. BLDG.
El
REPAIR
SIGN
GRADO FENCE
10 DEMOLISH EIZ -5 b CYDS.
CHECKED BY
TYPE OF CONSTRUCTION
I
coo
HEIGH
I X _FT)
:_z— Aj I
�?
2!,k'4
CARPORT swim
REMODEL GARAGE POOL
SPECIAL INSPECTOR
AREA
JOCCUPANCY
OCCUPANT
WOOD STOVE/ r7 RETAINING WALL/
INSERT RENEWAL
REQUIRED
YES
GROUP
LOAD
-6
ROCKERY
REMARKS
(TYPE 0 t-USINESS OR ACTIVITY) EXPLAIN:
PROGRESS INSPECTIONS PER UBC 305
Z
cr
L)
(n
W
S�i�t
NUMBER OF STORIES
NUMBER OF
DWELLING -2-
0
— UNITS
ETESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
'2—
FINAL INSPECTION REQUIRED
C-4 4
VALUATION
FEE
it cr 4w16.v,6.v R. r7j<j14Zoj pA, E
PLAN CHECK FEE
576
BUILDING
CPLUM13ING
Plan Check No.
MECHANICAL
S46
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any construction on the public domain (curbs, sidew,-Iks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
7
Pennit Application: 180 Days
Permit Limit: I Year - Provided Work Is Started.WlIhIn 180 Days
STORM DRAINAGE FEE
"Applicant, on behalf of his or her-sipouie,'iteirs, assiqp,� and
ENG. INSPECTION FEE
ow
successors in interest, agrees to indemnify, defend a nd-holtj
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
X
of this permit. Issuance of this permit shall not be deemed to
PLAN CHECK DEPOSIT
0
modify, waive or reduce any requirement of any city ordinance
:r
nor limit in any way the City's ability to enforce any ordinance
provision."
TOTAL AMOUNT DUE
I hereby acknowledge that I have read this application; that the
information given is correct; and that I am the owner, or the duly
ATTENTION
APPLICATION APPROVAL
authorized agent of the owner. I agree to comply with citq and
THIS PERMIT
w
state [a s Ulat ing construction; and in doing the work authoriz-
AUTHORIZES
This application is not a permit until
b
ed there y"N� p e"O n will be employed in violation of the Labor
ONLY THE
signed by the Building Official or his/her
t
Code of he St �te of Washington relating to Workmen's Compensa-
WORK NOTED
Deputy; and fees are paid, and receipt is
tion Insu ance. I
r
INSPECTION
acknowledged in space provided.
SIGNATU14E I:Z;�GENT
�,j
OATE SIGNED�_
DEPARTMENT L_
CITY OF
I
OFFJIFI�L' SIGNAjlii1RE DATE
,�SIGNAT 11
EDMONDS
ATTENTION
CALL FOR
F�ELEAZS a Y: I',' DATE
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
INSPECTION
7 511
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANrY HAS BEEN GRANTED. OBC
771-3202 ORIGINAL — File YELLOW — Inspector
L
CHAPTER 3.
PINK — Owner GOLD — Assessor
+16�rTO pa4 6�6
- MVinxco
STREET FILE
r
1E,
13
WkmTm PL 61
161, � w
I No IT v
4yew
Yz
k�w
I.,
BAY.
tL
Po
P1
tw-K ow
r
A.A.
gA,
'01
76TH AVE
or I.
14FADONVI)ALE
172HO IT IW
TA SOT
17MO IT IW
AL
g
ji
AVI
I"Twftgw
9=411MSIT. ft SW 187TH IT &W
w -W
ISYTH $I S.-
�A
II&TH IT 5W
BE
OLLK.EK IWTH $I �$W SEAVEWS
v
e, : IN'. IT III
HEIGHTS ELEM 5
IX
IPIST $IS*
192NO IT SW
W
ar
T.
k
sw T21
.94 t I —I. W
.AT",`L T.7 KSW
t
Exc I we '&T�
A Q!4) IS.
QIT j
_Q`Y To
Ptck.00y L,`,; *wr mou OLY14PIC
ELEM 7T"
I IT
SCH 1. W
T"
IT
VIEVLAIIID�m .9. 0
! PARK
X.
go MIT
D.
IBM— .9
BY BOTH IT $W
Ild VIEW OFF MT. W
110.0.1 IMA WI IISTA
L gLEM
L
IBIA r It j j- I
MAPLEWOOD B
AD CANA�; 2.1.D I rH No.. $I IW
H
M2.0 Eve —
HOLY BE— "g,
11%.fty Ae j x
2WRO $I IW
BAR STU .0"D ft
IT U3.
—"LEI STS�
CA&K, K
sft"ug- BY NOT.
I Uww— To (IST. PINE
� two. RIDGE
IWO.M. IT $I PARK 206TH
BELL IT ILRAL 207TH 7T
BELL BY f T
A.
4 %V�vl za 2NTHPLS L9 x
I .. I
m
11LONCRAS
MTM
t2lg BAY
K W L
x
ALIDE. PARK ...T. I;
W
9z
1. co
Fimp 9
19'-,, t: 212T. BY D
C90A. $1 8,. it EDMOND 29 -
SR
$mum Ime, BY x 213 =1W. HIG
v
n SCHOOL
214T
NEULMIC 21 IN P, SW
IT 11 5TH $I SW 2151.8 1. 215TH $I SW
11IT. 21. $w u
9
215TH ft SW
2161. 211TH BY
216THi,L50 — 0 . IIIT14
STIEVIENS
217TH $I SW C....
2 17 M MORIAL
LAKE HE
0
21 H g.j! ELEM SPrrAL
Two
2:6T.216T. SCH 9
a t. I
owl 21.T..I.W
H`
W
-Wi
I ol
I'll. t1_41, STGATIE
B
eu;, LEM
; I *.
IN a
r-7
B.
7
I.T. I
.C. $I
sw
fill, 0 U N T L A K E
77 T E R R A C E�
Sir 0
30 BABY
q
BY 1W B
IST IT
mum I sw
I IT.
ITSW
H Altai
W
ow
'AT 6.
2
I! Ile u
U
SNOHOMISH COUNTY T27N�
2AATH BY a. 31 cftf ABT_ TORIMMATE I AMD
294M
T26MN 2 1,40 0CWT PARK
APPLICATiON
for
The City of Edmonds SIDE SEWER PERMIT EASEMENT No . .......................... ...............
NEW CONSTRUCTION E) REPAIRS El
to I - n In oe!kp
..Zq CONTRACTOR .................................................................................................. PERMIT No . ......................
OV*rNER ..... Edwin ... C . ...............................
ADDREss --J'-M..A.Ya ...... S., ................................. ......... LEGAL DESCRIPTION: LOT No . .............. ............................... BLOCK No . ............................................
....... a ... .....
I
NAMEOF ADDITION.. .......................................................................................................................................
JU t) a , /q7c)L
Dya- Ta-s+ccl 01) &,tvar
Approved:
DATE................................................ By ................................. ------------------------------------
STAEET FILE
USE PERMIT
CITY OF EDMONEDS ZONE NUMBER
CONSTRUCTION PERMIT APPLICATION JOB SUITE/A
OWNER E ME OF BUSINESS ADDRESS
LEGAL DESCRIPTION CHECKI SUBDIVISION NO. LID NO.
MAILING AUIJKL�4 all-
.UJ7�"4-41S Lam-c-, PUBLIC RIGJIT gE WAY PER OFFICIAL STREET MAP. TESCP App,med. 43
ZIP 11LEPHONENUMBER 0 RW Permit Requiied is
_74_ _7 (0'2 RE RED DEDICATION - Streal Use Permil A&Q'd %0
(*DDV4Z71rk-(>--, _1 So EXISTING 1%
- ---D ISnspection Required
NAMEJ;:��M dewalk Required 0
tC
REMARKS
IADDRESS tin , Gl.aak EVAOU0. 116IM-we-
STATE
ZIP TELEPHONE NU BER C--Y, 0?4
=12 1 '7741- - M000
40 P A-0 ik� ENGINEERING MEMO DATED Rg
-20� I METER SIZE IBUILDING SUPPLY SIZE NO. OF FIXTURES
- include all easements
Tax Account Parcel No. Z-3 Z 70-3 — C% — 0(b (c7
n 7
P'NEVV
1:1 PLUMBING
0
ADDIALTER
E] MECHANICAL
E]
REPAIR
SIGN
DEMOLISH
CYOS.
FENCE
L—x ---- �F`n
REMODEL
CARPORT
E] GARAGE
swim
POOL.
WOOD STOVb RETAINING WALL/
INSERT
11 ROCKERY
RENEWAL
DWELLING
'2- UNITS
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
ALLOWED I PROPOSED COMPLETE 1EXEMPT 17,V�- gJ/
SHORELINE 0
EXP
VARIANCE OR CU PLANNING REVIEW BY DATE
SETBACKS — FEET HEIGHT I LOT COVERAGE
FRONT SIDE REAR I
REQUIRED CI YES I GROUPe I LOAD
REMARKS
PROGRESS INSPECTIONS PER UBC 305
FINAL INSPECTION REQUIRED
W1 4 S 10^, FA-mej-(, Lo—,
CHECK FEE
rPLAN
2223�w
BUILDING
1117-1 )161 --
PLUMBING
Plan Check No.
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any construction on the public domain (curts, sidewpiks,
STATE SURCHARGE
driveways, marquees, etc.) will require separate permission.
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
ENG. INSPECTION FEE
successom in interest, agrees to indemnify, defend and hold
harmless the City of Edmonds, Washington. Its officials,
employees. and agents from any and all claims for damages of
whatever nature, arising directly or Indirectly from the Issuance
of this permit. Issuance of this permit shall not be deemed to
PLAN CHECK DEPOSIT
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
I provision."
I hereby acknowledge that I have read this application; that the
Information given is correct; and that I am the owner, or the duly ATTENTION
authorized agent of the owner. I agree to comply with city and THIS PERMIT
state laws rlNulpa.11ng con,structlon; and In doing the work authorlz. AUTHORIZES
ed 'hereby _ son w 11 be employed in violation of the Labor ONLY THE
Code of the St te of Washington relating to Workmen's Compensa. WORK NOTED
ti n lnsurance�� INSPECTION
SIGNATURE (OWNW1 A;GENT�)� OAT SI N 0 DEPARTMENT
2Z CITY OF
EDMONDS
ATTENTION CALL FOR
INSPECTION
APPLICATION APPROVAL
This application is not a permit until
signed by the Building Official or his/her
Deputy; and fees are paid, and receipt is
acknowledged In space provided.
RELEASED BY:
a
T
IT S UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
c
UN7IL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-3202
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. USC
CHAPTER 3.
I --
ORIGINAL - File YELLOW - inspector
PINK - Owner GOLD - Assessor
t�5� 6 1 �> 0 L" Y ------ V
-7 -71 �-6�9 PROJECT REVIEW CHECKLIST
PROJE&'NAME:__&r/—C) OA_,04E-)4
b"T"'EET FILE
PLAN CHECK #:- ��,/
PROJECT ADDRESS:., e2n -- -5,/P�L �tj,!E� RECEIPT DATE: R-- a:4 - 2Y
....... ... ...... .........................
......... . . .......... .......... ...... . ...... . .
........... . . .... ... ...........
......
...
EVIEW 1).::::BY*
......
.......... .......... ..........
... ........ . ..................... ..
................ ....... .
. ............... i.
-AW�i W .1
-AT
.......................
............. ...........
.......... ................
............... ..... .......
0' MENT ....................... .....
Setbacks/Variance/Setback Adjustment .............
I I . I . . . . . . . . . . . . . . . . . . . . . % . . . . . . . .
Conditional Use Permit
..... ...
ADB Requirements
-111 EM-10,110
Other Zoning Requirements
Underground Wiring Required ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . ..
...........
Lot Slope 15%
SEPA Environmental Checklist/Hydraulics Permit
Tree Cutting Plan ....................
Plat/Subdivision Requirements . . . . . . . .
Legal Description Verification
Quit Claim/Street Dedications
Easements - Public/Private
............
Engineering Storm Drain Review Fee . . . . . . . . . . . .
Engineering 2.2 Inspection Fee ...................
Drainage Plan (On -Site)
Setback - Top of Bank, Stream, Water Courses
Setback - Storm Drain Line
..........
........... I...
Open Ditch - Existing
fX ...... . ......
Culvert Required
Culvert Size ...... . ...
-1:
4.
- - - - - - - - - - - - -
Shoulder Drainage/Shale Open Runoff
Catch Basin Required
Driveway Slope & Vehicle Access . . . . . . . . .......
Sidewalk Required W,0
Curb & Gutter Required Af /
Curb Cut For Driveway Required
Street Paving Required
Right -Of -Way Construction Permit Required
Street Name Sign Required
Other Signing Required
-3
Bond Required For Public Improvements
..... ..... . . . . . . .
FEMA Map Check/Water Table
Side Sewer Availability
Calculate Sewer Connection Fee It No LID # WIN
1K
............
Create Street File ..............
Existing Water Main Size
Water Meter Size
A
Service Line Size
............
Water Meter Charge Required k)Q
":..
.... . ... . .
Hydrant Required
Hydrant Size Existing
Fire Line Charge Required - Sprinkler
Street Cut L1115
IMiscellaneous
Reviewed By:
FIRE
PLANNING 5 I-fj tE f Nf Ilf-EISING PUBLIC WORKS
I DETENTION WORKSHEET
STANDARD DRAINAGE PLAN
U P P t-= P,
C A.-rC H
BAS%N
DETENTION PIP LENGTH COKrRDI- CA`TCH
I' MIN , 2' MAX COVER.
% SLOPE-4-
OLrrLr.T
10 CONTItoe
0
C
L
0
rr
L
T
FT
j&I -MA I
4'
S P-W
-To OUTL-E-r
(N PRAP OR
RUNOFF
SP REAMER)
SYSTEM CROSS SECTION
7
COOTER
2' 00MR7, 4�- 16" SPALLS �11- IrOU^L)
7,, rN V x 2�' at 3r" 101 F E I IP, V4'- CAUS�4r=V V*CV,
F"
OLrrLET
CON-I-ROL
RIPRAP OUTLET
WA5"ED &ILAVFL� rOUTFLOW 'TRENC14, tAlh 10' LONC-J,
'TOP *, A- PWRF PIPE -TO BE L-EVWL
FROM
WrLET
CON-rRDL
4� FERF P%PE WITH CkPS
RUNOFF SPREADER OUTLET
FOOTING DRAINS SHALL NOT BE
DETENTION SYSTEM
for dge?32 1,)qPCF-x
location 2-2-0
plan by Rk�?�
phone
date
DESIGN DATA
System Imperm Pipe Pipe Orifice
Number Area Diam Length Diameter
NOTES
1. Call Engineering Division (771-3202)
for prebackfill and final inspections.
2. Responsibility for operation and
maintenance of drainage systems on
private property is the responsibility
of the property owner(s). Material
accumulated in the storage pipe must
be flushed out and removed from catch
basins to allow proper operation. The
outlet control orifice must be kept
open at all times.
76-iVCPV0M0NDS
Page 9 of 9 CONNECTED TO THE DRAINAGE SYSTEM I I I
PERM1T APPLICATION REQUIRFAMNTS
TO: Permit Coordinator Building Division
FROM: Lyle Chrisman, Engineerinj Inspector
OWNER:
ADDRESS: 4-rb+- PLAN CK #L---4
DATE:— 9 / z�/C? /
After review of . the subject permit application, the f011Owing requirements mustbe met.
1. Construction hours are: WEEKDAYS .......... 7:00 A.M.-10:00 P.M. WEEKF
2. A separate MGHT-OF-WAy- NDS/HoLrDAyS ..... 10:00 A.M.-6:00 P.M.
3. Truck haul Construction Permit is required for all'work on publicproperty. (ECDC 18.60)
route Plan must be submitted and approved prior to permit issuance.
4. Builder/owner is responsible for containing all temporary runoff and erosion control on site. (ECDC 18.30.030d)
S* NO WORK SHALL BE DONE WHNIN 15 FEET OF STRE"S OR.10 FEET FROMANY aosED DRANAGE FA
ITY BUILDERIOWNER IS REpSONSIBLE FOR IDEN77FYING CON
DHZONS ON TH RA 47 L.
C1
E D NG. (ECDC 18.30.50Q)
(ECDC 18.30) ENCE SHALL BE INSTALLED AND 'NSPECTED PRIOR TO CLEARING AND CONSTRUCTION.
ABRICF
ER F
ILT
6. F
7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSMM,
CATCH BASIN TIGHTLINES, FOUNDATION DRAINS, AND
INSTALLATION' INSPECTIONS ARE REQUIRED PRIOR TO BACKEmLING. (ECDC 18.30)
8. Repair or replace all defective existing curb, gutter, and sidewalk adjacent to the property. If an intersection is invol . ved a
handicap ramp may be required. Contractor shall meet with the City Engineering Staff to determine the extent of repair prior to
issuance of the permit. (ECDC 18.90)
9. Driveway slope shall not exceed 14 % without a waiver. Every attempt should be made to
Waiver granted to (ECDC 18-80.060D) keep the slope below 14
10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate perimit is r u CDC
18.80.060C) eq ired (E
11. INSPE
(ECDC 18.3COT) IONS AREREQ"RED ON DRIVEWAYS AND S13)EWALKS PRIOR TO AND AFTER POURING.
12. No burnin
g of construction refuse without a Permit from the Fire Department.
13. Connection to City water system is required. There is a separate charge for the water meter.
(ECDC 7.30)
14. A back water valve is required if downstairs plumbing is below theelevation of upstream manhole. (ECDC 7.20)
15. Water and sewer main lines should be separated by 10 feet minimum. CDC 18.10)
16. COiMection to the City sanitary system is required. A separate is re
Fees paid: Yes No _quired.
wi (0 - (ECDC 18. 10)
a2wrg
17. Underground wiring is required on all new construction; and for additions, al . terations, and repairs that exceed
assessed value ' Of the structure. (ECDC 18.05.010) 50% of the total
18. A FINAL ENGINEERING INSpEC77ON IS REQUI
RED PRIOR To
PANCY OF THE BUILDING OR STRUCTURE. (ECDC18.90) THE BUILDING DIV7SION GRANTING OCCU
19.
20.
STREE.1- FILE
0 0
S7"11EET FILE
M E M 0 R A N D U M
October 18, 1991
TO: Ed Somers, Associate Planner
FROM: Gordy Hyde, Engineering Coordinator �tff
SUBJECT: CDRC REVIEW OF 11-6-91 ADB AGENDA
Engineering has comments regarding the following proposals:
ADB-87-91: Before comments can be made, the Planning Division must
determine how many parking stalls are required for this
use.
ADB-92-91: A street use permit will be required for this sign.
ADB-74-91: Concrete curbs are required to separate parking and
landscape areas.
ADB-80-91: Westerly driveway in 216th St. S.W. to be designated
exit only, and be reconstructed as a high traffic load
drive with a minimum curb -to -curb width of 14 feet.
Minimum of 7 feet of sidewalk is required when cars
overhang. Earlier comments still apply.
ADB-93-91: Parking stalls adjacent to building access sidewalk
will be required to have wheel stops installed a minimum
of 2 feet from curb. Driveway width is to be a minimum
of 24 feet from face of curb to face of curb. Storm
water detention will be required. A site plan prepared
by a professional engineer will be required to be
approved by the City Engineer. A traffic study will be
required by WSDOT. The existing sidewalk (width not
shown) will be replaced if required to be 7 feet to 10
feet wide.
ADB-94-91: Minimum parking stall size is 8 x 18. Minimum driveway
width is to be 24 feet plus curb and gutter for a total
curb -to -curb width of 26 feet. High traffic load
driveway will be required. College Place traffic
mitigation will be required. Storm water detention will
be required.
The Engineering Division has submitted comments earlier on ADB-32-91,
ADB-78-91 and ADB-79-91. There are no comments on the other submittals.
GCH/sdt
Attachments
CDRCREVW/TXTST530
6 0 SMEET FILIP *
M.-EMORANDUM
September 25, 1991
TO: Ed Somers, Associate Planner
FROM: Gordy Hyde, Engineering Coordinator
SUBJECT: CDRC REVIEW OF 9-12-91 FOR ADB APPLjC IONS
Engineering has comments regarding the following proposals:
ADB-73-91:'/
Earlier review of this proposal showed that drainage
consideration and high traffic load driveway would be
required.
ADB-74-91:
Earlier review of this proposal showed that driveway
width is required to be fourteen feet curb to curb and
storm water is to be discharged at an approved location.
ADB-79-91:'-/
Incomplete submittal. See attached sheet for
deficiencies. Drainage detention will be required.
Seven to ten foot sidewalk required in BC zone.
Existing curbs to be inspected; replace if determined.
Alley to be inspected; overlaid with 1-112" ACP if
determined. Curb to be constructed to separate alley
from private property.
ADB-80-91:
Traffic report will be required. High traffic load
driveways required; 216th St. approach to be exit only.
All two-way driveway widths twenty-four feet minimum.
All parking stalls overhanging sidewalks require wheel
stops; storm drainage detention required.
ADB-83-91:
Comments have been submitted under separate cover.
GCH/sdt
Attachments
Alberts
CDRCREVW/TXTSTS30
00
so
S clET FILE
M E M 0 R A N D U M
August 16, 1991
TO: Ed Somers, Associate Planner
FROM: Gordie Hyde, Engineering Coordinator
SUBJECT: ADB AGENDA COMMENTS
ADB-74-91, 222 - 4th Ave. S., J. Behm for Hofto: Driveway width to be
141 curb to curb. Discharge storm water to an approved location.
ADB-73-91, 22611 - 76th Ave. W., Freiheit: Detention to be provided.
High traffic load. Driveway required.
ADB-64-91, 7212 - 220th St. S.W., W. LaFon for H. Behla: Parking stall
sizes and aisle width to be shown. Frontage improvements required.
Traffic mitigation may be required. Detention required.
GCH/sdt
ADBCMNTS.ADB/TXTST530
APPLICATION
for
The City of Edmands SEDE SZWER PERMT
BASEMENT No . ..........................................
NEW CONSTRUCTION Q REPAIRS 0
101-09300
OWNER................ S.chulz ... &...Childe-rz .............................................. CONTRACTOR ....... ... ............................................................. ....................... PERMIT No . ..................
ADDRE 220 4th Ave. S.
8S ........................................................................................... .............. LEGAL DESCRIPTION: LOT No . ..............
............... ............... BLOCK No . ............... ....................
NAME OF ADDITION .... .........................
.................. ............................. ................................................
Lij
LL.
Lu
LjLj
cf)
Dye Tested Oh Sewer
June,.1972
Approved:
DATE........................... .................... By ..... ................. . ................ . ....... ....................
Au
z
_j
cr
w
0.
0
cc
0
15�1 11
/0
100,151 f 1 101-73 f I
11 �.T
PROPERTY, LINE
3 Fl. V9bC)D FLNUL
%
I _Nbi"
Ftdk U
"7
ELECT. W_.c6NcRE1 1. C RB'!�) 0141D
-VO
EXI TING WAI IER
SERVICE 7- FOR SITE
ME ER, DO NOT
ENTRANCE 10 E LANDSCAPE PLAN, SEE REf 1OVE
NLE! C.B . StTBA K 11 N
IN TO I c, SHEET 3
(2) ELECTRIC METERS %0\4" WHITE
PAINT STRIPE, lu
TYP.
m
U01
0
ccl T z
rQ 0. 0
L)
6' C01
0
6' CONCRETE CURB (n
ROPOSED/-- RKING LOT
e*N
I . I �
j6Ii*jw J: 11 COOO)
NL T C3
REMOVE I I
EXIST. CONC REMOVE
PAT16 EXIST. HOUSE
CB_ 60
�Typll� PROPOSED D IVE AY
-K L
z
w Z/
�,DRIV W�i APRON
jq* v
0 rap SHA L ONFORm
0 F1 4TAY
TO ITN STANDARD
REMOVE EXIS -<Optv ?8 6' CONCRETE CURB-� ..D N REOUIREMENTS
IC NC. LLB t O/VG
AU
CC NCRE A 0'. SETBA
WALKWfkY tf
z C I ITRIJL CB L%4
CB 15, YPE ed.
T-17 191,
1�1 100
.7
,DRIV W1
SHA L
To IT
D
I N
_I 11D 6'
5 FT. WOOD FENCE
G W RIS RS AS RE 'D.
PER--
x FIN. 4
w 6 G E JMStAI I 'IF
.CONCRETE PATIO' W/ jac -'r, 0, 0/ -ct
REMOVE EXIST. EXPOSED AGGREGATE 36'_GA`f0 . qzy OP CITY STD. W/ af4-1
4/911
q ou
SURFACE, ACRYLIC SEALED 6' CONCRETE CURB-tzz�, \9
CONCRETE SLAB CE C 4-0 PV TFALL
5e, _,ss
ir- m)(I�;rqnA
T L PA
Y To 0
PROPERTY LINE Irk-bam EXISTING
PA. t4. Is
EXISTINd__d_F�. WIRE FENCE 67,q SAN. SEWER
0
OV,
oil
LINE OF ROOF
OVERHANG ABOVE
r
A
12,01 �O 41
PROPOSED DUPLEX
5 FT. WDOD FENCE INSTALL ELECT. SUMP PUMP MANH E
EXISTING 12' CONCRETE BULKHEAD W1 FLO %T S
DATUM:
TOP OF MANHOLE
3SUM.
COVER, ASSUMED
EL. 100.0'
02L) -9 P,, I /I L
c
_m
E SO
M 0,
Moot
_j
cc <
0 u
0
04
0
N
ft
0
z 0z Cc)
0
ui
(n . <
LLJ cco)
IV) sa 4
Ly LL
'n
LLJ >�
cc < C6
0 3:
U LL
0
in
F- Z
in 0
cc
0
U 0 C14
w
0 N uj
LL
wo
a
0
E
x
_0
cn
CL
cn
0
>
0
3:
00
U.
0
cm
3:
C d
z z
LLJ
Z
c1c
CL
10 T�n
f �011 I s
�Z,610 v5'1dI t. . . I
I 1 -0 11
NOTE: NOTE:
THIS IS AN CONTRACTOR SHALL VERIFY LOCATION
ESSENTIALLY FLAT SITE, OF UTILITIES AND COORDINATE SERVICES
THUS, NO CONTOURS INSTALLATION.
ARE SHOWN
NOTE:
CONTRACTOR SHALL VERIFY INDICATED SITE
ELEVATIONS WHEN LOCATING NEW STRUCTURE ON 2ROPERTY.
N
101"OE Fe' LAN /0*'" "'**N
SCALE: 1/8" = V-clil
z
CL
0
ACCEPTABLE TIGHTLINE MATERIAL 'Z- z
Lu
N-I 2 ADS 1--
SO 40 PVC cea914t _Z0
SDR 35 (ASTk03034) u
w
i7u
Lu
cn
SHEET NO.
A
AS NoTED
OF
AUB 15 1991
STREET FILE
7-0
(2 o -- -// �k
w z- xl,�7.1v-
-4 k Z7 �/
,K-4 . --i L
AUG 2
Mi4r, COUNT!:
APPROVED BY PLANNING
,�Es