20702 86TH PL W.PDF111111111111
8237
20702 86TH PL W
DATE:
MEMO TO: Permit Coordinator, Building Divisi.o b1 REET FILE
FROM: Dan Smith, Engineering Inspector
ADDRESS:
OWNER: 4411,04al-111 W,
aAISI-, XXJ10--
After review of the subject building permit application, we have the
following comments:
1) Construction hours are: WEEKDAYS
7:00am to 10:00pm
WEEKENDSOOLIDAYS 10:00am to 6:00pm
2) A Right -of -Way construction permit is required for any work on _4
City property. P
4// 74- d�" //'Ov' 1174.0. lro'w �(v c7^/'"A*7
3) Connection to City water system required.
4) Connection to City sanitary sewer system required; obtain separate
permit.
5) Water and sewer lines to be separoted by 10 foot minimum
6) Driveway must be paved a minimum of 20 feet back from City
right-of-way; separate permit required.
7) Driveway slope not to exceed 14%.
8) Back water valve -required if downstairs plumbing is below
elevation of upstream manhole.
9) Builder/Owner responsible for,containing all temporary runoff and
erosion control on site. Construction may not impact neighboring
properties in any way.
10) No burning of construction refuse without approval from Fire Dept.
11) Street to be kept clean of debris, dirt, mud, and construction
materials.- Contractor responsible for dust control.
12) Inspection required on drainage system, catch basin -installation,.
driveways, and sidewalks. A final engineering inspection is
required prior to the building division granting occupancy. -
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WALLBOARD
FINAL
USE PERMIT
1 2� NUMBER 9so576
CITY OF EDW—ONDS
CONSTRUCTION PERMIT APPLIC TION JOB :Er "t pO 14/
't; 20 Z;;�o 2 eb 71 Z1966
SINAME OF BUSINESS
OWNER NA LEGAL DESCRIPTIOij _CHECK SU13 I -SIUN -'-0. LID NO,
GREAT NOXTHWEST CONSTRUCT1.0"', 111C f 3 —�5 /& /
MAILING ADDRESS L STREET MAP. TESCP
,:Z G PUBLIC RIGHT OF WAY PER OF1ICI APPROVED By
TELEPHONE NUMBER OUIRED DEDICATION
CITY EXISTING -
— 1> PROPOSE-1--i/k�-.1
NAME lj� C I,,L'L k—
r (CV,"(.1c
1. e e- RIGHT OF WAY CONSTRU TtON PERMIT REQUIREDY
STREET USE PERMIT AEOUIRED,* REVIEW By
0
SEE ENGINESRING MEMO DATED
TFLFP—HOt4E NU'_!3EA
-,�,L I
CITY REMARKS
MLL:rl jA. cit 145 o5
NAME �n n — ?7
I eYeA4A)6 It,;
TER S Z BUILDING 5Y-IT FIXTURE UNITS Ir
ME
ADDRESS
0 ID,TELE HONE NUMBER
RE ARKS
CITY
tF YO(a 7 -r- -1, 3 7- 715'
� ENV. REVIEW A013 NO.
STATE LICENSE NUMBER GN AREA
SI PROPOSED COMPLETE EXEMPT
F�T tv 0 ALLOWED SHORELINE 8
Legal Description of Property -.include all easements
z (show helow or attach two copies)
ARLANCE OR CU
HEIGH LOT COVERA _zq z
C, SETBACKS - FEET r z
f2 W, tj I ea_ 1 :5
if -/&C tj i FRONT Z5 SIDE
r 64 q�6 - coo.. 0/o - 6 10 REMARKS
EN IAL PLUMBING
AFS'DEN
C3A:ALTFR COMMERCIAL MECHANICAL
APT. BLDG. SIGN CODE, HEIGHT
13 CHECKED By TYPE OF CONSTRUCTION
REPAIR ew
EXC VATE FENCE _5�,
OR A I x _Fn OCCUPANT
FILL 0 CUP NCY
DEMOLISH 13 1 AOUp /
= ISIOECIAL INSPECTOR AREA j LOAD
0 CARPORT REOUiREO
REMODEt GARAGE n YES C No
z
000 STOvgj E] RETAINING WALL/ REI:EWAL REMAMKb
INSERT ROCKERY PROGRESS INSPECTIONS PER UBC 305 9
/33> co
NUMBER OF
NUMBER OF STORIES 'WELLIN.
:L AUNITS
NATURE F WORK TO EL DONE I TTACH PLOT PLANI
"I''! �111"VALUATION FEE
IV r PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL
This Permit covers work to be one o te property ONLY. GRADINGIFILL
Any construction on the public domain (CurtS. sidewalks, STATE SURCHARGE
driveways, marquees. etc.) will req
Permi Application: 180 Days ENERGY CODE
permit Limit: I Year - Provided Work is Started Within 180 Days
..Applicant, on behalf Of his or her spouse, heirs, assigns and
S grees to indemnify, defend and hold
ucceSSOI`S in interest, a 'ngton its officials.
harmless the City of Edmonds. Wash: ms ior damages of
a from the issuance
mployees. and age,15 from any a,,d all Dial
lirectly or indirectly no, be me to PLAN CHECK DEPOSIT
de d
whatever nature, arising c 11 n t be deemed to ... . ...... . ..
x of this permit, ISSU8nc0 Of this Perrnil SrI01
ify waive or reduce any requirement of any City ordinance
mod o enforce any ordinance
nor limit In any way the City s ability t
provision." toad this 3p lication; that the ATTENTION APPLICATION APPROVAL
in .. given is corrO t; and that I am the not, Or the duly ation is not a permit until
for 11 ir I agree to com ly with city and THIS rERMIT This applic; U ilding Official or his
auth r,ed agent of the owne . AUTHORIZES
I -onstruction; and in doing the work authoriz- �igned by the Bi d, and receipt Is
tate wsreCulatingc I v jolation 01 the Labor ONLY THE D puty- and fees are pal
OAK NOTED a
:d th feby, no person will be employed n a
Code I the State of Washington relating to Workmen's Compensa- INSPECTION cknO�Iedged in space provided.
ji ninsuranc . 04 DEPARTMEN 2L_§jWNA,!;PE
RE jowNER
SIGNA U _4gF CITY F
EDMO DS E I IY:
771-
ATTENTION OR -OCCUPY A BUILDING OR STRUCTURE ORIGINAL — File YELLOW — ;nSPOCtOf
IT IS UNLAWFUL TO USE
UNTIL A FINAL INSPECTII:)N HAS BEEN MADE AND APPRO�IAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC PINK — owner GOLD — As ses-0
CHApTER 3
02.87
Side Sewer Drawing
The City of Edmonds
EASEMENT NO . ...........................
NEW CONSTRUCTION [-] REPAIRS L;�� LID NO . .......... ...... . ASMT. NO . .............
OWNER....................................................... ... ..... . ............................ CONTRACTOR .......... ................ ............................................... -------- PERMrr NO.
JOB ADDRESS R0 7 0 ?�- 9.( +�\
... .... pl. W
.......... ...... ...... ...... - ----- ---- ............. - ........ LEGAL DESCRIPTION: LOT NO . ............ ......................... BLOCK NO . .................... .
................. .......... ....................... ....... ........ .....................
NAME OF ADDITION ...... ....... 4,. X
--- >1 .... W�0-
N W Fe-%c c. C-0 I-
94 z
4- 11 610
Ftv,e- --
Approved:
N -+-
PWW-0001-11/75(REV.11/78) DATE ... IZ-/ 9— Z000
............................. .......................
CITY OF EDMONDS
STFIEET FILE
IVNEW
ADDITION
RETIREMENT
ASSET INFORMATION SHEET
ASSET NO. 604//
ADDITION TO ASSET NO.
DESCRIPTION
SERIAL NO.
LOCATION
go r7 (3 �L W-ea*
DEPT. NO.
I
cosq
PURCHASE ORDER NO.
PURCHASE ORDER DATE
COST
B.A.R.S. ACCOUNT NO.
ESTIMATED LIFE 2:5
*PROJECTNUMBER Walsill-
PROJECT COMPLETION DATE 127S 1
COST 300 v 10
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
is G.L. ENTRY
REFERENCE
t(p) INITIAL
DATE
d6fl
I VERIFIED BY
PROCESSED
BATCH NO.-
DEPARTMENT FILE
'un
WON
CITY OF EDMONDS
CONSTRUCTION PERWr
OWNER NAME/NAME OF BUSINESS Q
GREA.T NORTHWEST C0NSTJ1(UCT10'L.', INC
MAILING ADDRESS
;�N ? -2 1 —11 &
JNt: NUMBER
TELEPHU
vt (Z :3 -3 7-7/5- 3
AME
DF-t-difiN C(%)5WTwmTb
R). EIIDY' t � (:)G
CITY TELEPHONE NUMBER
MLLr
'ILT
E_C) G_)A. Ct.�23517
NAME
Uem—
ADDRESS
91 ? C49-L
tLEP
CITY :;NE NUMBER
Jt�_ VE� (I
STATE LICENSE NUMBER
Legal Description of Property - include all easements
(show below or attach two copies)
USE PERMIT
ZONE NUMBER
0 IY�-/ 2,
610B
&DDRESS Z e6 /-r PZA� 141
_EGAL OESCRI TI � rHELK su DIVISION NO. I NO.
/,V/—/ ETCx— 3 YI—n /61 /
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP
EXISTING — ?4k,-REQUIRED DEDICATION —_ APPROVED BY
PROPOSED
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED
STREET USE PERMIT REQUIRED
SEE ENGINEERING MEMO DATED REVIEW BY
REMARKS-
M TER S Z G
E ��A E BUILDIN
REMARKS
,Pkv
SIGN AREA
ALLOWED I PROPOSED
1�
V
i_T1ny,:Iit_77W )240�)J6
.Y SIZE ]FIXTURE UNITS
ENV. REVIEW ADB NO.
COMPLETE I EXEMPT I
0
Z
Z
0
Z
W
a:
W
L)
U)
VARIANCE OR CU
PLANNING REVIEW BY DATE
F—P 57 .11561 /-4v'75 q/ /0 c
0 e, c-xe A) ele,;AZI
,
SETBACKS — FEET
1EIGHT LOT COVERA?E
Z
T
_j
r&Y,- A-CC_7*64 16 CVO 0 10-6104i
FRONT SIDE
REMARKS-
REAR Z
5
rp-NEW 2�81ESIDENTIAL
PLUMBING
ADD/ALTER 1:1 COMMERCIAL MECHANICAL
L
At
EJ REPAIR El APT. BLDG. SIGN
EXCAVATE FENCE
M DEMOLISH r_1 OR FILL x FT)
CHECKED BY TYPE OF CONSTRUCTION CODE, HEIGHT
CARPORT swim
REMODEL GARAGE POOL
SPECIAL INSPECTOR
r
AREA OCCUPANCY OCCUPANT
WOOD STOVE/ RETAINING WALL/
FIT
INSE ROCKERY RENEWAL
REQUIRED
r _I S
OYES L7, NO
M
REMARKS
GROUP �2j LOAD
NUMBER OF STORIIE NUMBEROF
'2 DWELLING
I UNITS
NATURE OF TO BE DONE (ATTACH PLOT PLAN)
This Permit covers work to be done on private property ONLY7
Any construction on the public domain (curbs, sidewelks,
driveways, marquees, etc.) will require separate permission.
Permit Application: 180 Days
Permit Limit: 1 Year - Provided Work is Started Within 180 Days
"Applicant, on behalf of his or her spouse, heirs, assigns and
successors 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
E whatever nature, arising directly or indirectly from the issuance
of this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirement of any city ordinance
nor limit In any way the City's ability to enforce any ordinance
provision."
I hereby acknowledge that I have read this application; that the
information given is correct; and that I am the owner, or the duly
authorized agent of the owner. I agree to comply with city and
state laws regulating construction; and In doing the work authoriz-
ed thereby, no person will be employed in violation of the Labor
Code of the State of Washington relating to Workmen's Compensa-
tion In-,wnw-a
P16-,30-
0
PROGRESS INSPECTIONS PER UBC 305 1Z
VALUATION
PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL
GRADING/FILL
STATE SURCHARGE
ENERGY CODE
k K14
PLAN CHECK DEPOSIT I fz)�/00100 11dilfil,
TOTAL AMOUNT DUE
ATTENTION '
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3.
102-87
ATTENTION
APPLICATION APPROVAL
THIS PERMIT
AUTHORIZES
This application is not a permit until
ONLY THE
signed by the Building Official or his
WORK NOTED
Deputy; and fees are paid, and receipt is
acknowledged in space provided.
I NSPECTION
DEPARTMENT
OFFICIAL'S SIGNATURE DATE
CITY OF
EDMONDS
771-3202
RELEASED BY: DATE
ORIGINAL — File YELLOW — Inspector
PINK — Owner GOLD — Assessor
1. Set the stakes.
iv
Flow
3. Staple filter material to
stakes and extend it into
2. Excavate a 4"x4" trenc�
upslope along the line of
stakes,
It it
4. Backfill and compact the
excavated soil.
1
CMISTRUC710N OF A FILTER BARRIER
Filter [javriev: This sediment barrier may be constructed usiiq�,
laid L;Lrel1,,t1j synthetic Filter fabric. It. is de!31glied fur low
01' rroder�,tc flows not exceeding I cf.s.
1. The 1,elght, of' a filter Larii�r shall be a miftimum of 1', Inche:3 arid
nhall not exceed 18 inches.
s tandard strength synthetic f'ilter fabric shall be purchased
in a continuous roll and cut to the longth of the barrier Lo avoid
tile u:;e of' joirAs (arid thus improve Lhe strength arid efficivilcy of'
U- ba-rier) -
J. Thu LA"ll I'L! :11"i('d 0 maxillanit .1 3 fuet. aj,Lrt at Ili,.
locaLlo:j and driven sQcurely InLo the gruaild 0:111111tium of 6
It. A trench shall be eXCa%'aLed approximaLely 4 iliclies wide arid I, Inches
dtef) along tile line of stakes arid upslupo fron, the barrier.
5. The filter material shall be stapled to tile wooden stakes, arid 8
ir,chas of t he fabric shall be exLended into tile trench. Heavy outy
wire _-�taples at least 1/,!-ii)ch long shall be used. Filter, jrater,lal
shall not be stapled to exisLine tr�es.
6. Th,. trench shall tie backfilled arid the soil compictod over tile. f'ilter
[I'aterial.
7. It' a filter barrier is to be constructe(I across a diLch line or, swale,
Ltr e barrier shall be of su ff i cie n L lerigt it to el imi nate end flow,
arid the plan configuration shall resemble art arc or horseshoe with
the ends oriented upslope.
6. Filter, barriers shall be removed when they have served their useful
purpose, but not before the upslope area has been permanently stabi-
li--eki.
Maintenance
1. Silt fencen and filter barriers shall be inspected irwif-diately after
L'ach rainfall and at least, daily during prolonged rainfall . Any
vequired repairs shall be made imr:,ediately.
�riciulj the fabric on a silt fejce or I"ilter barrier decompose or
become ineffective prior to tile end cf the expected usable life and
LIi,. barrier, still be necessary, tile fabric shall be replaced promptly.
3 -Scdlmeot deposits should be remuved aftc!r each storm event. They
iiiun,t Lv rvirioved when dupos'ts reach appr�,ximately orie-nalf th� heirilt
ci- Lhe t1arriell.
4. /,-�y ntdiment deposits reMaining in place aftur tile silt ferice or,
f-iltv!, bi,rrict Is no loaieer requiiied �;[,,ill be dre.,ised 1.0 cuid'Orl!,
with lile existine grade, preparod arid s�eded.
/5)/ 00 IlEkl4kJ T
12
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RESTRICTOR, C)ETAIL
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VICINITY MAP
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PA &A -,
WEI-0EV, EkiD ORIVE WAY 021 VEWAY
C ;0_1 J, MW (f OVER PZA?-r,5 W14"
,-De-T751,1_1710W PIPE
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314
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7-
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MAW 377R66T-
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NOTES
I . Call Engineering Division (771-3202)
for prebackfill and final inspections.
2. Responsibility tor opera ti onand
maintenance of drainage systems on
private� property is the resvonsibility
of the Dronerty owner(s). Material
G R.4 7-5 accumulated in the storage pipe must
5 41, 777 TOP 3&0.00 be flushed out and removed from catch
bas ins to allow properopera tion. The
00
#0 outlet control orifice must be kept
open at all times.
LIP 0?
:; 0
mmii�� W_ Z
Ifi'l 1� 11 W
A.
93 EX.
L-J, V
LO
eotjo- MOV 11
W/ AJ,4 L
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6 . 1AJV 9. 353.49
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1i
JUN 3 0 IQ89
PERMIT CouNTER
1. LOCATIO14 OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN ARE
APPROXIMATE ONLY AND IT SHALL BE THE RESP014SIBILITY OF THE
C014TRACTOR TO DETERMINE TILE EXACT LOCATION(S) OF ALL
UTILITIES AND IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE.
2 . ALL COIISTRUCTIO14 SHALL CONFORM TO THE "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
AND STANDARD PLANS AS ADOPTED BY TIIF CITY OF EDMONDS, AND
ANY REQUIREME14TS ESTABLISHED AT CITY HEARINGS Oil THIS.
PLAT.
3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY
OF EDMONDS A14D THE CONTRACTOR SHALLNOTIFY THE CITY OFHIS
SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTIO14 PRIOR TO
AND DURING THE WORK.
4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE
SUBJECT TO THE INSPECTION OF THE ENGINEER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
PER14ITS FOR ROAD AND UTILITY CONSTRUCTION.
6. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATIO14 COLLECTION
FACILITIES TO INSURE SEDIMENT -LADEN WATER DOES NOT ENTER
THE NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST BE IN
OPERATION PRIOR TO CLEARING All D GRADING, AND
SATISFACTORILY 14AIIITAINED UNTIL C014STRUCTIOII IS COMPLETE
AND THE POTENTIAL OF 011-SITE EROSION HAS PASSED.
7. ALL STORM SEWER PIPE SHALL BE CORRUGATED METAL 14 GA.
GALVANIZED AND ASPHALT COATED TREATMENT 1 OR BETTER,
CORRUGATED ALUMINUM PIPE, 12 CA., 311 X 111 CORR. (OR PVC
ASTI-I D-3034) EXCEPT DETENTION PIPE OR ASNOTEDw
8 . ROAD RESTORATIONSHALL BE PER CITYCIF EDMONDS STANDARDS.
9. ALL ROOF DRAINS SHALL BE CONNECTED TO STORM DRAINAGE
SYSTEM.
DRAINAGE PLAN
FOR
HO FFMA N SHOR T F77 A T - L 0 T
SW 1/47SECTION 19, T27N.,R.4E-7 WM,
CITY OF EDMONDS
SNOHOMISH COUNTY7WASHINGTON
0
Z),, �, /� / A,
,�� �7j,-,Q LIJ
llp�5 -16-5;1
o
JUN 3
vial
L"
A449
1. Set the stakes.
it
F 1
3. Staple filter material to
stakes and extend it into
2. Exca%ate a 4"x4" trench
upslopE along the line of
stakes
4. Bacl.fill and compact the
excev6ted soil.
it
LV.
�j;!
till
COItSTRUCTIOti OF A FILTER BAkRIER
Filter [!arriev: This sedirr:ent bai,rior riay be conz;tructed using
�AandalJ !1trcnj;Q; syi1thetic filter, fabr1c. IL i:j designed Fur low
01, froder�te flovin not exceeding 1 ct's.
I. The height of' a f'ilter barvier shall be a plinitaum of 1� incli�s and
shall not, exceed 18 inches.
2. standard strength synthetic filter fabric shall be purchased
in a continuous roll and cut to the lenfl,h of Life barvier to avoid
the us,� of joints (and thus improve the strength and efficiullcy of,
the barrie,11 .
3. 1 he ZA.die;; 1 be np,icvd a 1;�axlIfluill ul -14 Feet apart at I I- bavi, I I I
locaLlu:i and driven svctjI,ely InLo tjj� gt-uujj,j (MiII.I.H.U111 ol' b
14. A trench shall be excavated approximately 4 inches wide and 1. inches
deep along the line at' !;takes and upslope from tire barrier.
5. The l'ilter material shall be stapled to the wooden stakes, and 8
inches of the fabric shall be extended into the trench. Heavy duty
wir'U staPles at least 1/2-inch long shall be used. Filter maLevial
shall not be stapled to existing trees.
6. Tht- Lrench shall be backfilled and the soil compacted ever, the. filter
material.
7. If a filter barrier is to be constructed across a ditch line or swale,
the barpier shall be of su ff i cient length to eliminate end I'low,
and the plan configuration shall resemble an arc or horseshoe with
the ends oriented upslope.
8. Filter, barriers shall be removed when they have served their useful
purpose, but not before the upslope area has been permanently stabi-
Maint enance,
SiIL fencer: and filter barriers shall be inspected immediately after
each rair.1'a 1 1 and at I e ast daily during prolonged raintall. Any
r�quired repairs shall be made irmnediately.
2. Snould the fabric on a silt feace or filtev barrier decompose or
become ineffective prior to the end of' the expected usable life ajid
the barrier sLilA be necessary, the t'abric shall be replaced promp.tly.
3. SCd1InMt del)osit�; Should bo rc-�iovud after each sLorin event. They
In= b, r,moved whei, depos�tn reach appv�iximately one-half Lhe huif-,ht
I, ,
cl t e "arriet
k:iy :;i,diment depositf, remaining in placc af'tur the silt fence of'
b��rvler is Iju 10;1k-er requif'el snall be orle.ssed to Lkilif'OrTI
with Ine existin,, prepared and sueded.
10'DRAWA6E 5WAL-5
eY OOVEkZ,9kJT
12
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NOTES
1. Call Engineering Division (771-3202)
for prebackfill and final inspections.
2. Responsibility for operation and
A //j
maintenance of drainage systems on
is
ro
private property the resoonsibility
e t, I % M # 4 1
L_ -L.-4 L-1 1� o L e property owner s . a U, 0
/ _"'4 I - K11G)e14T45 accumulated in the storage pipe must
70�j,,- 7 0 be flushed out and removed from catch
P 3&0.00
00 PIPE basins to allow proper operation. The
ou tle tcontrol orifice must be kept
L
open at all times.
AJ 'Orfe-Y 00-00'
W
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05
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RIM 9:54-40
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ju
JUN 3 0 ""'
OfAJi5RAL kJOTE6 PERMIT COUNTER
1. LOCATION OF E_XiSi1NG UTILITIES AND IMPROVEMENTS - SHOWN ARE
APPROXIKATE ONLY AND IT SHALL 13E THE RESP014SIBILITY OF THE
C014TRACTOR TO DETER.MINE THE EXACT LOCATION(S) OF ALL
UTILITIES ANDIMPROVEMENTS TO AVOID DAMAGEOR DISTURBANCE.
2. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
AND STANDARD PLANS AS ADOPTED BY THF CITY OF EDMONDS, AND
ANY REQUIREMENTS ESTABLISHED AT CITY HEARINGS ON THIS.
PLAT.
3. ALL CONSTRUCTION IS SUBJECT TO THE INSPECTION BY THE CITY
OF EDMONDS Alto THE CONTRACTOR SHALL HOTIFY THE CITY OF HIS
SCHEDULE IN SUFFICIENT TIME TO PERMIT INSPECTION PRIOR TO
AND DURING TI HE WORK.
4. ALL WORK WITHIN THE PLAT AND CITY RIGHT OF WAY SHALL BE
SUBJECT TO THE INSPECTION OF THE ENGINEER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
PEP14ITS FOR ROAD Alto UTILITY CONSTRUCTION.
G. PROVIDE AND 14AINTAIN TEMPORARY SEDIMENTATION COLLECTION
FACILITIES TO INSURE SEDIMENT -LADEN WATER DOES NOT ENTER
THE NATURAL DRAI14AGE SYSTEM. THESE FACILITIES MUST BE 114
OPERATION PRIOR TO CLEARING AND GRADING, AND
SATISFACTORILY 14AIZITAIIIED UNTIL CONSTRUCTIO14 IS COMPLETE
AND THE POTENTIAL OF ON -SITE EROSIONHAS PASSED.
7. ALL STORM SEWER PIPE SHALL BE CORRUGATED METAL 14 GA.
GALVANIZED AND ASPHALT COATED TREATMENT I OR BETTER,
CORRUGATED ALUMINUM PIPE, 12 GA., 3" X I" CORR. (OR PVC
ASTM D-3034) EXCEPT DETEIITIO14 PIPE OR AS NOTED.
8. ROAD RESTORATION SHALL BE PER CITY OF EDMONDS STANDARDS.
9. ALL ROOF DRAINS SHALL BE CONNECTED TO STOR14 DRAINAG� 1�1
SYSTEM. DRAINAGE PLAN 00 I;p
FOR
HOFF-MAN SHORT IPLI-AT- LOT
SW 1/4 SECTION 19, T.271\1.1113.4E., W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY WASHINGTON
WV
g-TRE.ET FILE
JUN 3 0 1931
pt-RMIT COUNTtIffl