21307 76TH AVE W.PDF111111111111
6324
21307 76TH AVE W
44 1
Critical Areas Checklist' 1,
,� 19
P4461.1- 95
Site Information 446 10,607.
Project Name: lule; Permit Number.
Site Location: 60
ve - Pper-ty Tax Account Number. 41 �-Q 0 -oo
Approximate Site Size (acres or square&): Z, V-e�>o
Have you filled out a Critical Areas Chocidist for a project on this site before?
General Site Conditions
1. Elas the site bow cleared or logged-? —741t; V4�� Date of most recent action:
Soils / Topography Z
2- In the Snohomish County Soil Sm-vey, what is the mapped soil type(s)? At19eky-)--)oo vaL3trikW!2
3. Describe the general site topography. Chock all that apply.
AFlat less than 5 feet elevation change over entire site -
Rolling: slopes on site generally less than 15% (a vertical rise of 10 feet over a
horizontal distance of 66 feet)
Willy.- slopes present an site of more than 15% and less d= 30Yp ( a vertical rise
of 10 feet of horizontal distance-)
teep: grade s of greaW dian 300% present on site.
Comments
Hydrology/Vegetation.
4. Site contains areas of year-round standing waten 4J,o
5. Site contains areas of seasonal standing water- -Approx- Depth:
6. Site is in the floodway floodplain (� of a water course-
7-
8.
9.
10.
11.
Site contains a cree� or an area where water floN
. Is across the grounds surface?
are year-round? __EL_Flows are seasonal?
ij--��flows,
Site is primarily: forested meadw shrubs V ; mixed
Obvious wetland is present on site:
Wetland inventory or map indicates wetland present on site:
Critical Areas inventory or map indicates any Critical Area on site: 0
Funner Date
489 9
City of Edmonds
C r i Che c'kfist
i6cal Areas
nC Qdtical Areas Checklist contained on
this f0m is W be Mcd oid by my pewn
pr pamg a Development permit
Application for the CityofEdmonds prior
60 his&cr stibmittal of a davelopment permit
to the City-
The- Purpose ofthe Chedidist is to =able
City staff to determine whether my potential
Critical Areas are or may be present on the
subject praperty-The inforrinflon needed to
coniplete the Choddist should be easily
available from observations of the site or
data available at City Hall (Critical Areas
invcntorics� maps, or soil surveys) -
An applicant.,or his&er rCPrcscntafivq,, must
fill out the checklist. sign and daft it. and
submit it to the City. I'hc City Will review
the checklist, make a precursory site visit.
and malm a dct=Amation of the subsequent
stcPs necessary to complete a development
Permit application -
With a signed copy of this form. the
4PPlicant Should also submit a vicinity map
of the parcel with enough detm-1 that City
staff can find and identify the subject
Parccl(s)- In addition, the applicant is
encouraged to include any other pertinent
information or SW&cs in conjunction with
this Checklist to assist staff incompicting
their Preliminary assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided -are
factual, to the best of my knowledge (fill out the appropriate column below) -
Owner / Applicant:
Name
Title
14PBScowsl
OiHF
Strw Address P.O. Box 669 -
Edmonds, WA 98020,'
Caity, Satatt ZIP
ZIP Phone
Signature
Date
Applicant Representative:
Name
Title
Sftftt Address
City� State, ZIP
Phone
Signature
Date
City of Edmonds
8 9 0 9 C)
RIGHT-OF-WAY CONSTRUCTION
PERMIT
Permit Number.f6 -,P 70
Lssue Date:—/ Aig� 'N�7
A. Address or Vicinity of Construction: � 6 J K -rr7 AT) C.—
B. Type of Work (be specific): —7-6 �Eg �. "
C. Contractor: 0 / < LE3 4 Q!� CQ AJ S f—CA
Mailing Address: 0,(_:i iz)t"oA�,I'>5 _Pt
State License #: n V ?;. C_ 12 Li
D. Building Permit # (if applicable):
121 .44 f /1 ) -
ntact:
one: 96) .7CZ51 �7/ 2 17 C. J
ability Insurance: Bond: $
Side Sewer Permit # (if applicable): "61 9 572
E. F] Commercial E] Subdivision El City Project E] Utility (PUD, GTE, WNG, CABLE, WATER)
,E] Multi -Family Single Family E] Other
INSPECTOR: INSPECTOR:
F. Pavement or Concrete Cut El Yes []No ' G. Size of Cut: x H. Chargq_$
APPLICANT TO READ AND SIGN
INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City ofEdmonds harmless from injuries, damages, or
claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its department8 or
employees, including or not limited to the defense ofany legalproceeding8 including defense Costs, and attorney fees by reason ofgrantingthispermit.
7
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 TIMEA DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THEAPPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220.
Work and material 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.
Ihave read the above statem and underst�nd thepermit requirements and thepink copy of thepermit will be
available 0 all ti inspection rposes.
Signature. Date:
DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY U
APPROVED BY.
TIME AUTHORIZED- VOID AFTER 'DAYS
Nciz
SPECIAL CONDITIONS:
/v 46mr
L
.7
DATE:
SE ONLY
RIGHT.OF WAY DEPOSIT 059
DISRbPT-ION FEE/FUkID Ill-
r
RESTORATION FEE:J!/
NO WORK SHALL BEGIN PRIOR TO PERMIT, ISSUANCE
Eng. Div. 1994
FIELD INSPECTION NOTES
I Comments:
I Diagram.:
(Fund 111 - Route copy to Street Dept.)
CONTRACTOR CALLED FOR INSPECTION El YES NO
Partial Work Inspection by P.W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
NOTICE:
No warranty of accuracy.
The information shown on the attached
map(s) was compiled for use by the City of
Edmonds, its Employees and Consultants.
The City of Edmonds does not warrant the
accuracy of anything set forth on these
map(s). Any person or entity requesting a
copy should conduct an independent
inquiry regarding the information shown on
the map(s), including, but not limited to,
the location of any sewer stub shown. Such
sewer stubs may or may not exist and may
or may not exist at the location shown.
Neither the City of Edmonds nor its
employees or officers shall be liable for the
information given on this map(s), nor for
any one representation provided based
upon said map(s).
The City of Edmonds Water Service Drawing EASEMENT NO . ............................................
NEW CONSTRUCTION REPAIRS F� LID NO . .................. ASMT. NO . ..................
OWNER...................................................................... ....... ................. CONTRACTOR ......................... .......................................................... PERMIT NO. ?Aq.eAq
JOB ADDRESS ............... .......... ........... .... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ....................................
........... .. . .... .. ...... .....
Al
NAMEOF ADDITION ..: ....................................................................................................................
at*
2"Wqs.�
c o?,p eA
1-5",y2- C 0// ex ;Z>
T `4 A vF. IAI. Approved:
it e, SAP
wp-,y
PWW-0001-11/75 (REV.11/78) DATE ..lf. ........ 7 ......... ?X. ..................... B,
V
C1
TY OF EDMONDS
--imill C,
8 9 0 - 1 9
�Po DAY6
SIDE SEWER PERMIT
PERMIT J�2 8757
Address of Construction: Zi7 7" !!9-,- 4
Property Lega.1 Description (Include all easements):
kL
MAR 2 5 1996
PUBLIC \NORKS DEPT
Owner and/or Contractor: 1-2 t 4 LLZ D 4a S 1 5 -7
- __� & D
State License No. /0110-1 4-) A Building Permit No.
C3 Single Family
,U Multi -Family (No. of Units
Commercial
C3 Public
Invasion into City Right-of-Way:Z No 0 Yes
RW Construction Permit No.
Cross other Private Property: Er No El Yes
Attach legal description and copy of recorded*easement
_5
,ert* Date
y that I h ve"r-e' d and hall comply with all city requirements
clicated Zthe ck of the Permit Card.
ic
CALL DIAL -A -DIG i(1-800-424-5555) BEFORE ANY EXCAVATION
OFFICE USE ONLY
FOR INSPECTION CALL 771-30W, PUBLIC WORKS DEPT.
Permit Fee: 00 Issued By—,?.
Trunk Charge- /0-0 Date Issued:
Assessment Fee: 4) Receipt No.:.
Lid No.: —
Partial Inspection: Comments Date Initial —
Reason Rejected:
Final Inspection Approved: Datel, Initial
Date —initial
PERMIT MUST BE POSTED ON JOB SITE
White Copy: File Green copy: inspector Buff Copy: Applicant
Revised 3190
The City of Edmonds Side Sewer Drawing q
NEW CONSTRUCTION EASEMENT NO. — ..................................
�J' REPAIRS E] LID NO . .................. . ASM7- NO . ..................
OWNER................................................................................................. CONTRACTOR 71S-7
JOB ADDRESS ...... Gc),� — -� I -:� I ( '76xl�rke- ....... PERMIT NO. - ..................
................................................................................ LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO . .............. %-7 S4,
......................
.................................................................. ...............................................................................................
NAME OF ADDITION
;t 131 7(.e* &Lp,
V
Py-c- C-0
Firdmck
C..L 4 S,# e Fft
-fra"e, 4 60. Lko el 7-0
4 /00
-o oa-ev I Ll
r4e.vor-4—
?rp?.
eo W,
173 30
V
A Approved:
PWW-0001-11/75(REV.11/78)
DATEZ:i.��7:...
.. . ................... By ................................ . .....................
- .. - j- 7)
--AY5
CITY OF EDMONDS
Address of Construction: 1% 7-4 &2E
Property Legal- Description (include all easements):
SIDE SEWER PERMIT � L'
PERMIT �qO 8756
VIA 13ALL1,NC-,--
L ';�V STAT*N
;
NA
PUBLIC 1996
*WK
S Dcp7
Owner and/or Contractor: 4S'40 L2
State.License No. 0 :2 Building P ermit No.
Single Family Invasion into City Right -of -Way: Z No El Yes
91 Multi -Family (No. of Units RW Construction Permit No.
Commercial Cross other Private Property:45 No El Yes
Public Attach legal description and copy of'rIallborded'easement
I certify
have read and spall,POMP17—wi
as inizricat—ld on the back/b"f thb Permit Card.
ents
Date
CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION
Reason Rejected:
Final Inspection Approved: Date initialA
Date —Initial
PERMIT MUST BE POSTED ON JOB SITE
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Revised MO
The City of Edmonds Side Sewer Dra'wing �u
EASEMENT NO . .............................
...............
NEW CONSTRUCTION Pr-, REPAIRS E] LID NO . .................. ASMT. NO . ..................
OWNER...................................................... .............. ......... . CONTRACTOP . ............................... ................................ I .................... PER -9-7 —tF-7
JOB ADDRESS Gc).� — -� / 31 ( 7v,(- av r- MIT NO. ........
.......... .................................................................... LEGAL DESCRIPTION: LOT NO . ............................. S
......... BLOCK NO . ....................................
D X—
I- �,:, Q �L
PWW-0001-11/75 (REV.11/78)
............. I ...........................
NAME OF ADDITION
131 7La-, V- &Lp,
—T�>(-- c, 5 jq //
py.c- c it
.0. . �- ?-V-e-
-r-10 a-r At 4.1. IL L- "0
J 7-1 0, Fac <- c--
Ap
4e'� V;f- co
, 6 �,
5 , V. 1 14.
eo -ve FCC,?.
I-?* .. 173 - -- 0— 1 1 30
Approved:
DATE Z:I.��7:...
.. . ................... By ................................ . .....................
APPLICATION
for
The City of Edmonds f%c0u--,, SME RLIWER Pxm:vm
a I NEET FILrAnWDE 0 INSIDE, 0 PXPAIRS
4c;6-v-rRAcT6R ----- — -- - ---- - ----------------
OWNIM - -- --------- - -
STR=
ilo-USE No.
AVFJI= LOT No.
NAMEADD - ----------------------- - -----------
V T
F
�14-41 -1 7
Y/
CARD No.
EASEMEUIT No . ...... . .
I . La
PEF&IT N
-- - ------------ - ------------------
-- ------ - --------------------- BLOCK No . ......
-Date
WORK ORDER ISSUED DEPOSIT..
SEWM WORK ORDER ISSUED
-ed:
DATE B y
17- - -----
a
CITY OF EDMONDS
Call PRospect 6-1107 when work
CIVIC CENTER — WATER -SEWER DEPARTMENT Is ready for Insvection. (No Inspec-
SIDESEWER PERMIT tions Saturday, Sunday or holidays.) N2 1109
"DRESS ................
OWNER ........... �qa.r.l ... D ...... T.ib.bet.s ........................................... CONTRACTOR ............... omer ..................................................
.. . .. .... ....... ..
Perudssion is granted .... ......... 4q!y ... 6 ---------------- 1 19-V4., for ---------------------- days, to REPAIR or CONNECT a side sewer
with City Sewers W accordance with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. I —The owners of the Property may obtain a permit to construct sewer Inside property line. A licensed Side Sewer Contractor must
be employed to construct side sewer In street area. Do not cover any portion of sewer before it has been inspected.
TE No. 2—Obtain full Information regarding Ordinance 11.16.0W and Regulations governing side sewers when you get permit.
NOTE No. 3—Top of side sewer must have at least 30 Inches coverage at property line and 12 Inches inside property line; minimum grade of 2%.
No bends in grade sharper than % will be permitted.
NOTE No. 4—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for
failure due to Improper work which may develop within one year of completion.
NOTE No. 5—It Is unlawful to alter or do any other work than is provided for In the permit, or to do any work on the main sewer or its ap-
purtenances except to Insert the pipe into the wye. .. t.
APPLICATION
CARD No . .............. ........
..............
for
The City of Edmon T" FILE SEDE SEWER PERY"
OUTSIDE E] I INSIDE [I REPAIRS 0 EASEMENT No . ......................................
'R ----- - -- ---------------------------- CONTRACTOR ............
- - ---- - --- --------
0 J
STREET
SM
7-- 11�4f ----
......................... ................
No . ..... 41J.10-9 .................. ... ... AVENUE LOT No.
NAME ADD . .................
I
"'A
rle,66-7 5
c-
APPROVED.
-juL 6 1164
Date
BACKFILL WORK ORDER ISSUED ................................... DEPOSIT, $ .................................
SEVVER WORK ORDER ISSUED ..........................................
N
AID //7
......................................................................... PERMIT No.
.................................................... BLOCK No . ................................. .............
................................................................................................................ .......
.1
Approved:
DATE .. ... .. ... . .. ....... .......
—e
13 I)l
By -
j
7
2 -1
...
.........
-A
..... ....
... ....... . ..........
CITY OF EDMONDS
CIVIC CENTER — WATER -SEWER DEPAR"MNT
SIDE SEWER PERMIT
Call PRospect 6-1107 when work
Is ready for Inspection. (No inspec-
tions Saturday, Sunday or holldays.) N2
1108
ADDRESS ........ ......... 00id. 601 — 25th Avenue South
........ . .................... ......................................................................................................................................................
OWNER .............. 4�19hq-.A.3p:tiS.ta.
----- -------------------------------------------- CONTR CTIOR ............ ()uMp
A r ....................................................
Perinission is granted ---- ------- JUI-Y ---- 6 .. . ................ iq.15.4-, for ---------------------- days, to REPAIR or CONNECT a side sewer
with City Sewers in accordance with application on file and governing ordinances.
ATTENTION IS CA.LLED TO THE FOLLOWING:
NOTE No. 1—The owners of the property may obtain a permit to construct sewer Inside property line. A licensed Side Sewer Contractor must
be employed to construct side sewer in street area. Do not cover any portion of sewer before It has been Inspected.
/—ITE No. 2--Obtain full information regarding Orainance 11.16.030 and Regulations governing side sewers when you get permit.
_,TE No. 3—Top of side sewer must have at least 30 Inches coverage at property line and 12 Inches Inside property line; minimum grade of 2%.
No bends In grade sharper than % will be permitted.
NOTE No. 4—Trenches in street must he water settled and surface of street restored to original condition. Contractors shall be responsible for
failure due to improper work which may develop within one year of completion.
NOTE No. 5—It is unlawful to alter or do any other work than Is provided for In the permit, or to do any work on the main sewer or its ap-
purtenances except to insert the pipe Into the wye.
ell
N%.
... . .. . .......... . ......... .. .... .....
1 8 9 0 - I o C� -
City'-,,Q, f. Xd,monds
RIGHT-OF-WAY CONSTRUCTION
R E C 5- 1 V PERMIT
Permit Number.
MAY 22 vqa)s L sue Date:
ENGINE�NN.C,,
A. Address icuutyof,.Construction: 21309 76 Av W 0609903)
B. Type of Work (be specific): Install 1-1/4" MPE IP from 25W to 30'
E C/L 76 Ave W @ 390'S C/L 212 St SW
C. Contractor: Washington Natural Gas�
MailingAddress: 1122 75 St SW Everett
State License #: 98203
D. Building Permit # (if applicable):
E. Commercial F1 Subdivision
Multi -Family E] Single Family
INSPECTOR:
Contact: Mariamne Kingsbury
Phone: ' 356-7500 X7596
Liability Insurance: Bond:$
Side Sewer Permit # (if applicable):
0 City Project K] Utility (PUD, GTE, WNG, CABLE, WATER)
El' Other
INSPECTOR:
F. Pavement or Concrete Cut 91 Yes 0No G. Size of Cut: !W_ x 2 H. Chargq_$
ar'! - - " f-61" c
APPLICANT TO READ AN�D SIGN
INDEMNITY. Applicant understands and by his signature to this application, agr 01. City ofEdmondg harmlejs'
ft.!�rh, ini6ne` s, damages, or
claims -'of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City ofEdmonds:'�r any of its departments or
employees, including or not limited to the defense ofany legalproceeding8 including defense costs, and attorney fees by reason ofgrantingthispermit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE,,YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK. EST&ATEDRESTORAT[INFE
St 1KIJ'4,,0E H��P, VNi`1L THE FINAL STREET PA TCH
IS COMPLETED BY CITY FORCES, AT WHICH TIMEA I)Eigh OR _C�'kE`D!, CESSED FOR ISS I UANCE TO THE APPLICANT
Construction drawing of proposed work required with permit application.
A 24 hour notice is,required for inspection; Please call the Engineering Division, 771-0220.
Work and material 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 P�blic Safety shall be in accordance with City regulations as required by the City Engineer.
All street cut ditchi6s shall be patched with asphalt or City approved material prior to the end of the worldng day;
NO EXCEPTIONS.
Ihave read the above statements and understand thepermit requirements and thepink copy of thepermit will be
available
Signature
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVED BY: �_Qk-j ".A&.
TIME AUTHORIZED: VOID AFTER IQ DAYS
_rr
SPECIAL CONDITIONS: arEIC- 4'�92t:31-01
Pe — 4 2&
COMMENTS:
DATE:.
RIGHT OF WAY DEPOSIT
DISRUPTION FEE/FUND 111:
RESTORATION FEE:
PERMIT FEE: 0
TOTAL FEE:
RECEIPT FEE- -9
ISSUED BY: C=5" k���
-0
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE
Eng. Div. 1994
.k __
FIELD INSPECTION NOTES
I%Comments':
1 Diagram.:
1 . -
(Fund 111 - Route copy to Street Dept.)
CONTRACTOR CALLED FOR INSPECTION YES NO
Partial Work Inspection by P.W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
Fzrx P
Im - -(,
SL,� 69-
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E N U E
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0
P. 03
[M NORTIRLAKE UTILITIES, INC-
Cont. Lie. No. NORTHU*101mz
60$ 23ST14 ST. SE
WOODWILLE, WA 90072
�()6) 481-9212 FAX (200) 407-WO
Goodnight Brothers
M REFERENOE TO:
PR403AL AND
AC116EPTANCE
1/3/96
job 6 21309 76 Ave. Westl
Tie into Ex1sting Sewer Main Two Times
760.00
1750.00
'700
Street Work and Tra . ffic Control
39'010.00
�970.*00
I ----------------
4--76,5-
11050.00
H16AI 7-12-AFFtc- PA-119p"E
3
/C)
4 &5
-76P
-7d 50
1031C
50
-7
V4A-
0
2 -7-7
/Ot n
We Propose hereby to fulml-sh malarlal anllabcr— complete in accotoance with aboya 5pecificatio�a' for the eum of:
und.;r9lokuld alld by othwx,
"US eX. W q , lo, a AD ava-t f111.0rt=rtl7Q QrG eXta All
1. NCA
Nimallonaw
er es
Owner to pay lot d permits The undersigned perSOMOVY ($i
Owner to pay Ed city. counity & state guarantees the amount
charges proposed Ito be PW In fis
No SeleCt 1111 UnUM nOteO along with anY wka*
No expon of any matleft reasonable colleFft
--Meglil Costs
Ali engineating by owner
No bonds
it this is a araw, any d1raw aubmRW by the lot will be paid by ft loth of the given marth. Authnri d I =Z
psyrngnt dUe Upon ocMD16110n Of WOOL Sign&t
Not&: This pr 'i t* I
whhdfawn by?, �n�ted wbin 15 daA
i
,Acceplance of Proposal The above prices, spacifications �nd Signature
conamons are satIslactory and are bereby accepled. You are authorized
to do the worl% as speclil6d. Payment will be imade as outlined above.
Date of Acceptance
P. 02
0
PRO�OSAL AND
NORTHLAKE UTILITIES, INC- ACC EPTANCE
()ant. Ug. No. NOVITHU901W
6"a 2WITH ST S6
WOODINVILLE, WA SWr&
(205) 4SIV12 FAX (WS) 487-6W9
Goodnight Brothers 1/3/96
job @ 21309 76 Ave. Wes�l
TO,
Storm
5385. 00
60 Feet 60" CMP @ 89,75
1 48" 12 Foot Deep Control Manhole @ 2265.00
1 48" 12 Foot Deep Manhole @ 1976 00 1975iOO
I (Poo
2 361, x 60 End Plates @ 250.00 500;00
11 @ 645.00 645100 _775-
1 8 Restrictor
90 Feet 81, . PVC @ 16,00 1440,00 (1 3 0
Tie into existing Catch Basin 0 945 ' .00 9451,00 1.3-5
535 feet 611 PVC Downspout Lines 0 12.00 6420'.00 -1-705
9?0
3 Yards Drains @ 525.00 1575; 00 5 C)
3 6" PVC Clean Outs @ 175-00
Sewer 21,67� i .00
440 Fee+ 61, pVC Side Sewers @ 12.00 528d.00 11, 3 -5—
@ 175.00 1056.00
6 6" PVC Clean Outs
we Propose tiereby to furni3h material and labor—Oomplets in aowrdanco with 2bove &peeiflcallo i hs, for the surr, of.,
,Plug tax. cme.&r to pay or ikil pereirs. aW.Cllbp 141 seiecifut or qxporlig Pre W,,& Ali
c* 11 'a '?# 1 0 by othem
%A&%sat no by *—O� NO 15WIM, Welds, elGr1Ar.irAd,..'p=0bW 1& -01;& underg"ou a uriten luc�
'VMstolldlon unless specified
0V"r to pay BU Was dollarg
owner to pay for W1 Wws The Iffid VWWWRW-aF "I
0wner to pay W1 44, county & stato guallo"Itm 'I
charges proposed Ito bt 00 IN W
No tielect to Wiftin r4w along with MY aPPk&*
No export of "V n*wfw jet,5011jable colleC18100,ftal costs. li� 0iod:
in engineeM9 DY 004f
No bonds be Oa)d by Me jUth Of line, given h. 7 �11—
It INS 19 & *ow, a�jydrsvy =bmitted by the ist YAP MGM Authorizcd 01 i
Payrnwd due upon oomplatlort0wo(k, sicir.1tuce.—zi Feo� 'r
bood! may be
us If not aaepted Within
Acce t2neo of Plop011all The at)Ove QVCQ ecivoations and Signature
le tiefactory akfid airo boreby accgi:iie�.Vc u are authorized
to do the work as specified. Payment will be made as outfted above. signatura
Date of Ameplance
PERMIrARPLICATION REQUIpSMENTS
To: Applicant
From: Lyle. Chrisman. Engineering limpedw
Owner. a05�K-V--f k--Y-r PlanClicckNo.-q-'�5-7AI
Addm=- Date:_.j:Z/
After review of the subject permit application, the following requirements must be met
1. Construction hours am
WEEKDAYS — 7:00 AbL-10:00 PbLWEEKENDSIHOLIDAYS — 10:00 A.M.,6.-00 p.bL
2. A separate RIGHT-OF-WAY CONSTRUCITON PERBUT is required for all work on public property. (ECDC M60) ^
3. Truck haul route plan must be submitted and approved prior to permit issuzam
4. Buildedowner is responsible for containing all temporwy Moff and crosion control on site.
I (ECDC 18.30.030d)
5. NO WORK SHALL BE DOME WITHIN 15 FEET OFSTPMAM OR 10 FEET FROM ANY CLOSED DRAINAGE
FACHM' BUXME R'OWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC
1930-50G)
FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTIoN.
(ECDC 18.30)
INSPECTIONS ARE REQUIRED ON SMRM DRAINAGE SYSMWS, TIGHTLINES AND CATCH BASIN
MrALLATIOM INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. MM 1&30)
Rqmkorrcpl=aUdcfcWvccdstipgmdkgutterudddewWkadjacattodwproputy. [fan —.02 Is Involved. ahandicap ramp,
miWberequired. Contractor" med with die C1W Engineering staffto ddmnbw die
MTvcwq slope shall nd exceed 14% without a walm. Evely attempt d=M be made to keep die slope below 14% Walm gmnttd to
-- % (ECDC MUM)
-0- DrivewVs must be' Paved fim PMNOY ON 10 CkY RIGHT-OF-WAY. A separate pmk Is mTdre& (EMC tuoAnc)
.1. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALIM PRIORTO AND AFTER POURMQ 0=cIuo)
.2. No burning ofconstruction refuse without & pmk fiom the Fire DqMftML
3. Connection to City water system Is required. There Is am parate dwge forthe waw meter.
(ECDC7.20)
4. A back water valve Is required lfdownstdrs plumbing is below the elevation of upstream manhole.. (EMC 7.20)
S. Water and sewer main Imes should be separated by 10 fed minimum. (ECDC I&lo)
6- C0=0cft the City sultW system Is required. A separate permit is require&
,M4_jj_ Foes paid: Ye�__ NaL_ ChMk___�
(ECDC ILIQY.
7- Underground whing is required on all new construction. and for addidons. ajwaaon4 and repairs gw exceed 509A ofthe total assessed
value ofthestructure. (ECDC I"
AFINALENGINZERING INSPECTION IS REQUIRED MORTO THE BUILDING DIVISION GRANTING OCCUPANCY
OF 'THE BUILDING OR SMUCTURE. (EC3)C IL")
0
ALLIANT ENGINEERING
& LAND SURVEYING, INC.
17410 133RD AVENUE NE
WOODINVILLE, WA 98072
(206) 485-1083
fnECEIWFIIE-7�31 0
LETTER OF TRANSMITTAL
To: 6ogpokv j4�, p e-- J1101 2 9 199SDate: IA.YI-96 Project No".�)Jr-of S--
0/7y OF pERMIJ COUNTM'gbject:
60ODN14147
2/3 — 7 4-7&-4, Al.
—A De. YS7-11 P-Cn*v CK 547� 2 11
Please find h�rewith, via
Number
Copies
Description
7—
"-�
Remarks
Copies To: By:7--XZ
-.P&ECT REVIEW CHECKLIST ---
PROJECT NAME: 1AA117,
7�
PROJECT ADDRESS
BY
-a
SetbacksNadance/Sethack Adiustment.
Conditional Use Permilt
ADB Requirements
Other Zoning Requirements 41
Underground Wlidng Required
Lot Slope 15%
SEPA Environmental ChecklistfHydraulics Permil
Tree Cutting Plan
Plat/Subdivision Requirements
Legal Description Verification
Quit Claim/Strbet Dedications
Easements - Public/Pdvate
Engineering Storm Drain Review Fee'
Engineering 2.2 Inspection Fee
Drainage Plan (On -Site)
Setback - Top df Bank, Stream, Water Courses
Setback - Storm Drain Une
Open Ditch - Existing
Culvert Required
Culvert Size
Shoulder Drainage/Shale Open Runoff
Catch Basin Required
Driveway Slope & Vehicle Access
Sidewalk Required
Curb & Gutter Required
Curb Cut For Driveway Required
Street Paving Required
Right -of -Way Construction Permit Required
Street Name Sion Reautred
tsoncl Required For Public Improvements
FEMA Map Check/Water Table
Side Sewer Availability
Calculate Sewer Connection Fee If No LID
,Create Street File
Existing Water'Main Size
Water Meter Size
Service Une Size
Water Meter Charge Required
Hydrant Required
Hydrant Size Existing
Fire Line Charge Required - Sprinkler
Street Cut
Miscellaneous
Reviewed By:
FIRE PLANNING
FILE:DATAI 23/PROJCKLS.SFN
:'21,:� .
6:22
23
'24
"25�'
27
:28.
29
:30
30
kYA
33
A& LIP2�___n —
ENGINEERING PUBLIC WORKS
� 8 9 0 - I C) 9 -
December 8, 1996
CITY OF EDMONDS LAURA M. HALL
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 77i-0221 MAYOR
COMMUNITY SERVICES DEPARTMENT
Public Works 9 Planning Parks and Recreation o Engineering
Tim Schreiver
Alliant Engineering and Land Surveying,_ I.nc.
17230 Woodinville -Duvall Road
P.O. Box 2596
Woodinville, WA 98072-2596
Subject: Proposed 12 Unit Condo at 21309 - 76th Ave. W. (ADB-95-114) Plan Check 95-2"1
Tim:
The Engineering Division has completed initial review of the subject site plans. The following
corrections/revisions are necessary.
1 . Revise detail of temporary construction entrance as noted.
2. Provide sewer cleanouts with locking lids at property line.
3. Paint extruded curb yellow and stencil "no parking" as necessary.
4. Check with the Building Division at 771-0220 regarding proposed rockery to be constructed within the
building setback.
5. Provide details of grading on east side of site, as well as to the north and south of the building on the
east end of the project. It appears that existing ground may be lower than the finished grade, so fill
will be required.
6. Provide minimum 12 inch cover over all storm drainage pipes.
7. Indicate slope of 90 feet 8 PVC pipe on south side of easterly building.
If you have questions regarding the stormwater comments, please contact Don Fiene, Hydraulics
Engineer, at 771-0220 extension 323. If you have questions regarding the water and sewer comments, please
contact Ron Holland, Water/Sewer Supervisor, at 771-0235 extension 649.
When the referenced corrections are completed, please resubmit two copies of the revised plans, together
with the enclosed red -lines. Prior to construction approval, it will be necessary to submit cost estimates for
bond and fee calculation purposes.
If there are any questions, do not hesitate to contact me at 771-0220.
Sincerely,
G don C. Hyde
Eigglineering Coordinator
GCH/sf
Encl.
c: Sharon Nolan, Permit Coordinator
walTcer
GDNITE.DOC
e Incorporated Au.,2usl i 1, 1890 0
Sister Cities International — Hekinan, Japan
MEMORANDUM
October 13, 1995
TO: John Bissell, Associate Planner
FROM: Gordy Hyde, Engineering Coordinatorqcr
SUBJECT: November 1. 1995, ADB agenda items from October 13 CDRQ
meeting
The following comments apply to the submittals:
ADB-95-165 No comment on this proposal.
ADB-9J-239 The east elevation needs to be revised to showed the changed
location of the wall. For the applicants' information, the project must
comply with the City of Edmonds Stormwater Ordinance #3013.
Provision must be made for stormwater quality enhancements.
,Provide dimension of the driveway access width. The maximum
slope of the paving is to be 12% without approved justification. The
project must comply with the City of Edmonds Stormwater
Ordinance #3013. Provision must be made for stoftnwater quality
enhancements. A ten foot setback is required between storm drain
lines and the building. The extruded curbs are to be painted yellow
with "no parking" stenciled in black.
---'ADB-95-82 See earlier comments. This is an incomplete submittal. The
Engineering Division will not write requirements until adequate plans
can be reviewed. The Engineering Division will not be responsible if
requirements which are based upon a later complete submittal
prompt design changes which require additional approval from the
Architectural Design Board.
OCT95.DOC
MEMORANDUM
August 18, 1995
TO: John Bissell, Associate Planner
FROM: Gordy Hyde, Engineering Coordinator
SUBJECT: Comments on September 6,1995 ADB agenda items for August 18
CDRC medLng
The following comments apply to the submittals:
/ ADB-95-84 Earlier comments apply.
ADB-95-88 The Engineering Division is in the final review of this proposal at
this time and will work directly with the design engineer to get the
civil drawings approved by the City Engineer.
ADB-95-104 The applicant will need to provide detailed inforrnation for locating
additional transformers needed for additional electrical services.
Pole mounted transformers will not be allowed nor will they be
allowed to be placed within the public right-of-way. Stormwater
detention will be required, as will water quality amendments.
Drainage from the underground parking area will be directed to the
sanitary sewer system. Existing on -street parking configuration
needs to be provided. Revisions may be necessary. Existing curb,
gutter and sidewalk will be inspected and may require replacing.
Seven to ten foot wide sidewalks are required in this zone. Street
trees will not be allowed in areas that limit vehicular sight distance.
Wheel stops will need to be provided on most parking stalls.
Adequate cross sections were not provided to determine centerline
of driveway profile. Slope of the access cannot exceed 12%.
Provide parking stall details.
ADB-95-114 Minimum 24'driveway aisle must be maintained. Stormwater
detention will be required, as will water quality amendments.
Centedine of driveway slope must be provided. Curbs, to be
painted yellow and designated as no parking, must be placed along
edge of parking lot and landscaped areas.
AUG95.DOC
ADB-95-133 This is an incomplete submittal. The Engineering Division will not
write requirements until adequate plans can be reviewed. The
Engineering Division will not be responsible if requirements which
are based upon a later complete submittal prompt design changes
which require additional approval from the Architectural Design
Board.
The Engineering Division has no comments on the remaining submittals.
AUG95.DOC,�
MEMORANDUM
August 15, 1995
TO: John Bissel, Associate Planner
FROM: Gordy Hyde, Engineering Coordinator qW
SUBJECT:
IPI //
I have reviewed the traffic study prepared for the subject property. I have no comment on the
report.
TFCGDNYT.DOC
MEMORANDUM
July 14, 1995
TO: John Bissell, Associate Planner
FROM: Gordy Hyde, Engineering Coordinator q60-
SUBJECT: Comments on August 2 1995 ADB agenda items from July 14
CDRC meeting
The following comments apply to the submittals:
ADB-95-84 The applicant will need to provide detailed information for locating
additional transformers need for additional electrical services. Pole
mounted transformers will not be allowed. Stormwater detention
will be required, as will water quality amendments. Drainage from
the underground parking area will be directed to the sanitary sewer
system. Existing on -street parking configuration needs to be
provided. Revisions may be necessary. Existing curb, gutter and
sidewalk will be inspected and may require replacing. Seven to ten
foot wide sidewalks are required in this zone. Street trees will not
be allowed in areas that limit vehicular sight distance. Some
physical separation may be need between inbound and outbound
vehicles. A line -of -sight opening may need to be provided for
exiting vehicles to see pedestrians on James Street. Wheel stops
will need to be provided on most parking stalls. Proposed 6.25%
sideslope on driveway entrance will not be approved. Though
adequate driveway section was not provided, it appears that slope
approaching parking area may exceed 12% maximum allowable. A
high traffic load driveway will be required.
ADB-95-104 This is an incomplete submittal. The Engineering Division will not
write requirements until adequate plans can be reviewed. The
Engineering Division will not be responsible if requirements which
are based upon a later complete submittal prompt design changes
which require additional approval from the Architectural Design
Board.
ADB-95-105 This is an incomplete submittal. The Engineering Division will not
write requirements until adequate plans can be reviewed. The
Engineering Division will not be responsible if requirements which
are based upon a later complete submittal prompt design changes
which require additional approval from the Architectural Design
Board.
JULY95.DOC
ADB-95-114 This is an incomplete submittal. The Engineering Division will not
write requirements until adequate plans can be reviewed. The
Engineering Division will not be responsible if requirements which
are based upon a later complete submittal prompt design changes
which require additional approval from the Architectural Design
Board.
The Engineering Division has no comments on the remaining submittals.
JULY95.DOC
Transportation and Traffic Engineering
P L A N N / N G - D E S / G N
July 14, 1995
Mr. Brian Goodnight
Brothers Construction
P.O. Box 669
Edmonds, WA 98020
SUBJECT: 12 - UNIT CONDOMINIUM PROJECT
TRAFFIC IMPACT ANALYSIS
Dear Mr. Goodnight,
The
Transpo-
Group
TG: 95283.00
The following analysis was prepared in response to the City of Edmonds' request for traffic
impact disclosure. We have discussed the proposed project with Gordy Hyde at the City of
Edmonds to determine the scope of analysis required for this project. This letter presents
the potential traffic impacts associated with the proposed 12-unit condominium project to
be located at 21309 76th Avenue W in Edmonds. The project would replace two e.�dsting
single family homes on the site.
Trip generation for the proposed project was determined using trip generation equations in
the Institute of Transportation Engineers' (ITE) Trip Generation, 5th Edition. Equations for
"Residential Condo/Townhouse" (Land Use Code 230) and "Single Family Detached <300
DU" were used. The two e3dsting single family homes are estimated to generate 19 trips per
day and 3 trips during the PM peak hour (2 in, 1 out). The 12 proposed condo units are
estimated to generate 70 daily trips and 11 PM peak hour trips (7 in, 4 out). The net
increase attributable to the proposed project would be 51 trips per day and 8 trips (5 in, 3
out) during the PM peak hour.
All project traffic would access the roadway network at 76th Avenue W. Based on review of
regional population and employment locations, it is estimated that 70 percent of the
project -generated trips would be destined to 1-5 and would use SW 220th Street to access
the freeway. The remaining 30 percent of the trips would be destined to SR 99 and would
be split between SW 220th Street and SW 212th Street. Based on these distribution
percentages, six (6) trips would impact the 76th Avenue W/SW 220th Street intersection
and two (2) trips would impact the 76th Avenue W/SW 212th Street intersection.
The addition of these trips would not degradethe levels of service at either intersection and
the majority of the new trips would be added to non -critical movements. Therefore, no
traffic mitigation would be required for this project.
The TRANSPO Group, Inc. 14335 N.E. 24th Street, Suite 201 Bellevue, Washington 98007 FAX: 206/747-3688 206/641-3881
0 0
Mr. Brian Goodnight
July 14, 1995
Page 2
The
Tltnsp
Group
We trust that this analysis satisfies the City of Edmonds' concerns regarding traffic impacts
and potential mitigation. Please do not hesitate to call me if you have any questions.
Best regards,
The TRANSPO Group, Inc.
Tod S. McBry�
Transportation Engineer
TSM/tsm
\TSM\95283Ll
X
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REVISIONS SCALE:
A
ALLIANT ENGINEERING
& LAND SURVEYING, INC.
17,410 133RD AVENUE NE
51 WOODINVILLE, WA 98072
7
(206) 485-1083
DI" INA GE REPOR T
fo r
12 UNIT CONDOMINIUM
at
76TH AVENUE WEST
EDMONDS, WA
Owner: Goodnight Construction
P.O. Box 669
Edmonds, WA 98020
(206) 774-8114
FILE
&S--
DRA INA GE REPORT
for
12 UNIT CONDOMINIUM
at
21309 - 76TH AVENUE WEST
EDMONDS, WA
6 (�Yo j
Owner: Goodnight Construction
P.O. Box 669
Edmonds, WA 98020
(206) 774-8114
i
TABLE OF CONTENTS
1. Project Overview
1
11. Preliminary Conditions Summary
2
111. Off -site Analysis
3
IV. Retention/Detention Analysis and Design
4
V. Conveyance Systems Analysis and Design
5
VI. Other Permits
6
VI 1. Erosion/Sedimentation Control Design
7
Figures
8
Appendices
1
SBUH Runoff Parameters All
Pre -Developed Hydrograph Data 131
Post -Developed Hydrograph Data C1
Stag e/Storag e/O rif ice Outflow Calcs. D1
Flood Routing Calculations El
Conveyance Analysis F1
ii
L PROJECT OVERVIEW
PERMIT REQUESTED:
Development Permits for Construction of Access to 76th Ave. W., Grading and
Drainage Facilities for 12 Unit Condominium.
LEGAL DESCRIPTION:
Lot 26, Forshee's Upland Tracts, according to the plat thereof recorded in volume 13 of
plats, page 57, records of Snohomish County, Washington.
STR:
Portion of the NW 1/4, NW 1/4, Section 29, T27N, R4 E, W.M.
TOTAL PARCEL AREA:
Approximately 0.72 acre
SOIL TYPE:
According to the Soil Conservation Service Soil Survey for Snohomish County, the soil
on this site is an Alderwood Gravely Sandy Loam. Field testing was not performed.
EXISTING CONDITIONS:
There is currently one single-family residence with a converted detached garage and
two sheds on the site. Vegetation on the site consist substantially of lawn east of the
residence and forest west of the residence. Upland areas entering the site include the
north adjoining condominium development.
PROPOSED CONDITIONS:
The proposed development is the construction of 12 condominium units with associated
driveways and utilities. All existing structures on the site will be demolished. It is
intended to capture runoff from all impervious surfaces proposed for the site and route
them to a detention tank to be installed under the driveway.
REPORT SCOPE:
The scope of this report is limited to the site grading, drainage facility construction and
road frontage improvements along the adjoining city roadway.
1
I/. PRELIMINARY CONDITIONS SUMMARY
SURFACE WATER MANAGEMENT REQUIREMENTS:
The drainage facilities for this project are designed in accordance with the City of
Edmonds Ordinance Number 3013 as revised 2/17/95. Some methodologies and
recommendations outlined in the 1992 DOE Stormwater Manage Manual have also
been used in the design of drainage facilities. It is intended that rf water from all
impervious areas be directed to a stormwater detention facility. �7e
///. EXISTING ON -SITE AND OFF -SITE DRAINAGE ANALYSIS
The general drainage patterns for the site and project area are shown on Figures 2 and
3. A field survey of the on -site and off -site drainage areas was performed during
December of 1995.
ON -SITE DRAINAGE
The entire site generally slopes to the east on a grades of approximately 6%-10%. The
surface water is directed toward an existing catch basin located near the southeast
corner of the property.
.UP -STREAM DRAINAGE
The off -site drainage areas upstream from the property are shown in Figure 3. The
upstream area to the north consists of approximately 0.7 acres developed as
condominiums. Surface water from the upstream area is collected in storm drains and
piped through an 8" PVC pipe crossing the easterly end of the subject property.
DOWN -STREAM DRAINAGE
The off -site drainage down -stream from the property is shown in Figure 3. Surface
water leaves the subject property through the existing catch basin (station 0+00)
located and the southeast corner of the subject property. The drainage flow then
continues traveling south about 240 feet through an 12" storm drain to another catch
basin on 214th St. SW (sta. 3+40). The drainage flow then travels east along 214th St.
SW through 12" storm drains and five catch basins to 73rd Pl. W. (sta. 5+11). The
drainage flow then travels south along 73rd Pl. W. through 12" storm drains and five
catch basins to 216th St. SW (sta. 10+30). . The drainage flow then travels east along
216th St'. SW through a 24" storm drain to station 13+20 and the end of the required
path analysis. From this point the storm drains appear to continue easterly crossing
State Route 99 and out of the Edmonds City Limits.
All the downstream drainage facilities appeared to be functioning adequately. No
significant sedimentation, erosion or flooding problems were observed in the down-
stream drainage course. Development of the subject project will not permanently
increase the sedimentation, erosion or flooding in the down -stream drainage courses.
IV. RETENTIONIDETENTION ANALYSIS AND DESIGN
EXISTING SITE HYDROLOGY
Vegetation currently on the property was discussed in Section 1. Existing storm water
runoff drainage patterns were discussed in Section 111.
DEVELOPED SITE HYDROLOGY
Developed condition vegetation is assumed to be lawn; except for the new structures
and roadway areas. Calculations for existing and developed storm water flows were
calculated for the on -site basin that development is occurring within. Approximately
3064 sq. ft. of lawn east of the buildings will be unchanged before and after
development and is not included in the detention calculations. The calculations are
presented within the Appendix and are summarized below.
Pre-Dev.
Post-Dev.
Frequency
(cfs)
(cfs)
6 mo.
0.01
0.13
2 yr.
0.02
0.22
10 yr.
0. 07
0. 31
100 yr.
0.17
0.49
RETENTION/DETENTION SYSTEM
The subject development does not discharge directly or indirectly to a stream within the
1/4 mile downstream reach. Peak rate runoff controls are provided to restrict the flow
leaving the site to maintain the predeveloped condition peak runoff rate for the ten-
year, twenty-four hour and 100 year, twenty-four hour design storms.
Flood routing calculations were performed for the proposed system. The calculations
are in the Appendix.
V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN
ON -SITE CONVEYANCE SYSTEM
An extensive conveyance system analysis for the on -site drainage facilities, ie.
backwater analysis for the storm drains is not necessary for this project due to the small
tributary areas for those lines. The Discharge pipe leaving the detention tank was
analyzed and found to be adequate for a 100 yr. storm event.
9
V1. OTHER PERMITS
Approval of condominium structural plans been identified as necessary for the
proposed development. This item is beyond the scope of this report.
2
VII. EROSIONISEDIMENTATION CONTROL DESIGN
Clearing for this project is limited to the area required to construct the required
improvements and necessary grading. Protection of downslope areas will be provided
by silt fencing installed along all downslope drainage paths. A Temporary Construction
Entrance will be installed prior to any construction activity.
FIGURES
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(D
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ob
APPENDIX
SBUH Runoff Parameters Al
Pre -Developed Hydrograph Data Bi
Post -Developed Hydrograph Data C1
Stage/Storage/Orif ice Outflow Calcs. D1
Flood Routing Calculations El
Conveyance Analysis F1
SBDATA.XLS
S.BUH'
".1TNAULEARAHEIF-R-5 j
RAINFALL DATA
Storm Recurrence Interval 6 mo. 2 yr. 10 yr. 100 yr.
Storm Duration 24 hr. 24 hr. 24 hr. 24 hr.
Precipitation (inches) 1 1.5 2 3
Ref. 3/31/95 Edmonds Ordinance No. 3013
SOIL TYPE
Soil Group:
Alderwood Series
Pre -Developed Time of Concentration,Tc
"n" Value
Sheet Flow (forest)
0.4
Sheet Flow (gravel)
0.011
Sheet Flow (lawn)
0.15
Hydrologic Group: C
Slope 2 yr. Precip
12.00% 1.5
3.44% 1.5
6.52% 1.5
Post -Developed Time of Concentration,Tc
"n" Value Slope 2 yr. Precip
Sheet Flow (asphalt) 0.011 1.67% 1.5
TOTAL PARCEL AREA DETAINED = 0.65 ACRES
Areas in Pre -Developed Condition
area
(acres)
curve
number
description
0.33
81
Forest
0.32
85
Meadow
0.65
Total
Curve Numbers for Pre -Developed Condition
CN for Pervious Area = ((0.33-81)+(0.32-85))/0.65 =83
CN for Impervious Area NA
Areas in Post -Developed Condition
area
(acres)
curve
number
description
0.52
98
Roof/drive
0.13
86
Lawn
0.65
Total
Curve Numbers for Post -Developed Condition
CN for Pervious Area = 86
CN for Impervious Area = 98
Length
50
160
130
Tc
Length
214
Tc
Travel Time
8.70
2.05
10.88
21.64
Travel Time
3.46
3.46
061.
Qzc
99C
06C
'o - ------------------- O6T
p6c
pv
to"
—43
c
go, "o,
01,
zo
Olt —90.
10,
—90*
lett
L4 b/ o
14
oot(Y
143
- — — — — — — — - — — —
Rif
'it
at--
06r
ks, gar
96r—
1 'D
opo 017 . v cc ul)
Q 'ick
u
TR-55 Ve r.,.� 5 4 6 S M�:-,
Executed: 2:3:11:41 1_2'.�- 0 5'-!- 19 9 5
1C.
SANTA; BARBARA'.URBAN HYD.ROGRAPH METHOD
..(Computational Notes)
DEFINITION OY. TERMS.-. --------------------------------------
:At
Total..'area (acres):.1 . At Ai+Ap
Ai.,
Impervious area.(acres)
..A P
Pervious area cres)
�a
CNi
Runoff..curve.nu.mber for impervious., area
CNp�
r., e number f or pervious area
Runoff: cu v
dt
=.Time:�increm n .used f or, computing.hydro'gra h
P.
Ds
Depression. storage,,depth, in.'� .(if. 0, depr.. stor. is not used).
D. (t)
Point. on, diptrIbution curve, (fraction of P)� for. time step,.t,
j r;, "I.
loss,,. coef ficient.,:. �(in-/ br).:
uc
Units 'donyer,si.on c,ons,t.ant.:_ convert (runoffi,inches)/dt, to. qf S..
Runof�f=in,,:Area=acres��uc=60,.5 for dt=min..;�.uc�1.008 for dt.=hrs.
77
I(t)
aneous..:hydr, time,.step t
Instantz ograph;,o,rdinate. at
K
Routi mputing Q(t+l):, dt (2Tc + dt):1
ng constantl;:f or� 'co
P
.=.,Total �,Precipitaticn inches,,:
Pa(t).
=,�.Accumulate �.rainf a7 1 -at �time 'step t
d
(t)`.=1
'Incremental�., time step t,
:ra iinf al- 1 at
'at time t
Q (.t,)
Final.' hydro'graph�',.;`brdinate (,cf s). step
:Rai(t)= Accumulated, runo.f (inches) -,at time: step for impervious -area
.a
Rap:(t) Ad clumulate& f i h c h e t time, step t"I f or pervious. area,
Irui o f f I-1nphes),:.at time: step 't 'f or impervious area
Rii (t) Incriementa.'
ncrement, f.�,�,(iiich6s)'::at' time' step. t..-,f:or pervious. 'area'
:R ip M., 1 a runo
R'(t)
1 6 ent hf d total runoff �(inbhe s).
n,cr m a 1'.�-weig
Si.:,
�p.
S for. 'imperv1ous:,.area:: S, (10001CNi) 10:
Sp.
-'S for pervious'.. area:-:;:,: Sp:, (1000/CNp) 1.0
t.
step n
Time r6w) umber
Tc.
Tim o conc n ra,,,.;L:on
e
TR
-Quick' -55
Ver:."5.. 4 6 SIN:
Executed:;. 2 5:11i:4
"12 .0.5 .. 1995.-.:.
�:SANTA BARBARA URBAN HYDROGRAPH METHOD
(Computational Notes).
PRECIPITATION:; --- - -- ------------------------------------------- -
Column (1)"::
T ime f or:. t ime':�,step �.,t,.
C olumn (2)];
D(t):� =,,:P'0int,.:'on-- distribution curve for time step t�
-C61umn .(3)
Pi.(t): Pa (t-1) Col. (4), -: Preceding Col.(4)
Column :(4),:
Pa (t) D (t):, �P Col.(2) x P
..PERVIOUS.AREA.�RUNOFF (using SCS Runoff CN Method):'7 --------------------------
Column (5-)
kap'(t)�:.=: Accumulated runoff for time step t
pervious
(Pa (t). is 0 .' -2Sp) then use: Rap.(t) 0.0
. 'i � .0.2S p) then use:
If (Pa (t): s
2
�Rap.(t) .-(�Col. (4) �-O. 2 Sp) (Col.(4)+0,_8Sp)
C61lu min '(6)
Rip (t) �'--_Incrp ff'for time. step
.-mental, pervious' runo t
Rip(t).�.=�' ',Rap (t), Rap -1)
(t
R Cbl:.J.5)-for. current row,- c6l.'(5) for.precedi-ng row.
�IMPERVIOUS AR
EA RUN S -- -------------------------
OPF�,,,, ng',:SCS Runof f CN Meth d),,
Column_(7.)..:�
t me step't'...
Rai,(t)�:�.'.'�2�c.cum.u.lat6d.,"imper.vious runoff.for 1
f 0':2.Si*) then use: Rai
'0.0
If (Pa 0. 2 Si)�., th
1 en use:
.2.
Rai. 4. -qc�i.. (4):-0 2Si) .(Col. (A).+O;-�8.Si)
Column,,(8) �:Riijt
2,;Incrdmental impervious runoAJor time step
Ri i Ra i (t) Rai (t-71).
f or,. current, row Co (7). - for preceding' row..�
'd
INCREMENTAL
WEIGHTED:RUN.O,FF: ------- ---------- - ------------------
column J.9)
R (t). (Ap:/A.t-) x, Rip (t) + (Ai/At),x Rli(t)
+
R(t,),, (Ap/At)* Col.,J.6) x 0
(Ai/At)';' C 1'(8)
SANTA"BARBARA URBAN-HYDROGRAPH METHOD: -------- I ------- ---------
Co luran (10
!o
hydrograph rdinat.e'at time step t'-
I(t) (-uc x R x At:) dt..
I (uc.x-C6 6., *(9.) x -,At) I dt
C.01.umn' (11)
Q (t F nai".hyd,rbgr4ph ordinate at'time step t
� , .
_ t j . (I (t-1) :,. I +
Q (t) Q C 1 K � x 2 Q(t
I
t �'f di
C6 or. prece ing, row
ing row
col(10)1.for cedi
pre
,.
col (10) f or current'row
'p
2 x co 1 (1 1):� for preceding row,
POND-2 Version,: 5.-11. S[N:
HYDROGRAPH
PRINTOUT <<<<<
1 -18-1 995
2
02:45:00
Hydrograph
file:
b:Ade*tcalcs\2YR-DEV
HYD
HYDROGRAPH
ORDINATES
(cfs)
Time
Time
increment
10.00.Minutes
Minutes
Time,:on'.left represents,
I
time for
first Q in
each row..
--------
0.00.
----------------
-------------------------------------------------
0.00
0.00
0.00
0.00
70.00'
OoOO
�0''.:O;O
0.00..
0.00
0.00,
0.01
-0.01
140.00
0.01
0 .01�
0.01:,
0.�01
0.01
0.01
0.01
�210.00
0.02
�..Q.-02
.0.01,
0-03
;0.02
:280.01
0.02
.0.03.
O�03
0.03
0 � 03
0.013
350.01:
0"03
4.,
0--04
0.04
;.O�.04
.0.03
�0.05
.420.01,
0:.0&
-0 � 07
0.08
0,121
2 2-)
0 9
490-01-
0., 09�
0:-.,07..
0.�06
0.07
0,-05
0.04
...0.04
.560.01
b.'04
A. 0' 4
-0. 04
0.04
.0.04
0. -04
-.0.04
63-0.01
0.04-
0'.,,0 4
.0 *:04
.0.04
�0. 04
0.04
'0.04
'700.01
0.04
4
�O.� 04
0. 04
0.04
0.04
0.04
770.02
0. 03;
1 *; �:' I '!;o 3-
-0.03
0-.*03
0.'03
0.*03
:0.03
840.02
.. I
I ;
0. 03.�p"
- . '', ;��'�.' -'; :-
..0103
.0.03 -
0.03
0- 03
0.03
910.02,"
0 0 3',
0' Q3
0-03
0.03
0.03
OoO3
0.03
980.02
0. 03'.."'.
01.
0.03
0.02
0.02
0.02
0.02
0 2
�O -�012
.0.02
0.02
0'.'0 2
'0. 02
0.02
1120.02,
0.02
-42
0.-. 2
-.0. 02
0.02
oA2
0.*. 0 2
0.02
1190.02�
.0. 2
0.
0 02
0.02
0.02
.0.02
0.012
1260.03
'0.02
0 02.
:0.. 02
�'.0. 02,
0,0 2
0'..02
.0.02
1330.03'
0. 02
-,',0 io� 2'
0 02,
0.02.,
0,02
0.02
0.02
1400.03:
:0.021.
0.02
0.'02
0-01
',0.00
ZZ
POND-.2 Version: .5..17.-S/N:
>>>>> HYDROGRAPH
PRINTOUT <<<<<
�-12-18-1995.
02:45:18
Hydrograph
file:
b:\det,c'alcs\10YR-DEV.HYD
HYDROGRAPH
ORDINATES.
(cfs)
Time
Time increment
= 10.00
�Iinutes
minutes
--------
--- *
Time.,on
----------
lett'represents
------------------------------------------
time for first,Q
in each
row
0.00
0.00
"0'.00
0.00
0.00
0.00
0.00
70,00
0.00
O�. 0:0,
0.01
0.01
0 .01
0.01
0.01
140.00
0.01
--�O 02
0.02
0,02'
0.02
0.02
0.02
210.00
0.03
0'10-'-0 1
:�0.02
0.03.
0.04
0.03
0.03
280.01
0 7-04
�0.04
0.104
0.04
0.05
350.01.
o.b5
0'.'.05.
0.05
0.06
0.06
0.06
0.07
420.01
0.08
6:
:.:08
0.10
0.12
0.18
0.26
..490.01.
0.13
0.. io
0.09
0.09
0.0-7-
0.06
0.06
569. 01.�.
.0.06
0.06
0.06
0-.06
0.06.
0.06
.630-.01
0 06
0.06
0.05
0.05
0.05
..0.05
700.01
0.05
0'. 0.5'
:..,0 05
0. 0'5
0,05
0.05�
0.05.
770.02
0.05
0,�. O.A
.,-:0. 04
0.04
0.04
0.04
0.04
840.02
0.,04.
04
-�0.04
0.04
.0.04.
0 A 4
0.04
910.02
0 . 0 4.:
-.;D:..0 4
:.0.04
0.04
0.04,
0.04
0.04
980.02
0.04*.,
0 0-4..*
- 0.04
0.03
0.03
0.03
0.03
1050.02.
0.03
03
0.03
03
0.03
0,. 03
1120A2
0.03.-.,
0.03
0.03
0.03
0.03
0.03
1190.02
0.03
'10.03
0.03
0.0.3
0.03
0.03
1260.03,
0. 03'.
03
0.03
0.03
0.03
1330.03;
0.03-
U,.03
t"O. 03
0.03
0.03
0.03
0.03
1400.03.
0.03.
0. 03
j.
.0.03
0.03
0.03
�0.01
0.00
E_j
-2 Version: 5.. 17
SIN:
Page.. 1
JTED:� 12 - 0 6 - 19 9.5
_;.0:6::,1.1:1-4 4
Return
Freq:, 10 years
*..��666`D IGHT'CONSTRUCTION
i-CONDO MINIUM:PROJECT
V 7 1'ev
01 _r
_�L 4_0
Inflow Hydrograph::':B*:10YR-DEV..HYD
Rating-�Table
f i-le:.'., B'.:PIPE5� PND
---- INITIAL-CONDITIONS-7.
Elevation
100.00, ft
%Outflow,
:0., 0 0: cf s:
Storage
.0 'cu-ft
INTERMEDIATE,ROUTING
GIVEWPOND
DATA
COMPUTATIONS
- - ------------
----------- --------------------------
ELEVATION
OUTFLOW',',
':,.-'STORAGE
2S/t
+ 0.:
(ft),
f.$)
'.',(CU- ft)
(cfs)
(cf S)
---------
---------
----------
--------
-------------
.100.00
0.0
0
0.0
0.0
4.2'
OA
.56
0.2
0.2
.100.
100.83
t
000l*
148
0 . _5
5
101.25
0.0....,
261
0.9
.0.9.
101.67.
:1
384
1.3
102.0
'517
1.7
1.8
102.50.
1
(552.
2.2
102.92
:..0. 1.
�785
2.6
.2.7
103.33
0
916,
3.1
.1 03.75
0.1,
1,038
3.5..
3_6
104.17
0 1
.1 14 9
3.8
4.0
-104.58.
0 2.
4.1
4.3
105'.00
--------------
0.2 1- 297
----------------- -----------------
4 �3
---------
-incremen
T ime" t (t)
10.0 min.
Page Z
2 Version: 5.17 SIN:
TED: 12-06-1995 -0,6:11.�414�� Return Freq:. 10 years
File:
)w Hydrogr,aph:
Low Hydrograph:
3W HYDRO.GRAPH
--------------
ME INFLOW,
,in.) (cf S)
---- ---------
0.,0
io. 0.
20.0
30.0
40 * 0
50.0
60.0
.70 .0
�8.0. 0.
90.,0
..100.0
110%� 0
120.0
13 0.. 0
140.0
..160.0
170. 0
.180.0
.190.0
200.0
210.0
220.0
.230.0
240.0
250.0
260.0
280.0
.300.0
310-0
320.0
'..330.0
340.0
350.0
360.0
370.0
380. 0:
.390.0
.400.0
410.0
420.0
430.0
440.0
0..00
0.00
0.00
..0.00
�-.O. bo
b.'00
0.0.0
.:0. 010
0:4- 0 1
-0.0.1
0.01
.0. 01
01
0.01,
0..02
0-.02
0.02
0'. 0 2
!0.02
0..02
03'
0.03
U. 03
..0.04
0-03
.0.03
01.04
0,.04
0..04
0.05
.0.05
0.05
-0.`06
..0.06
0.07
0.08
0.08
0.10
B PIPE15; .?ND
.:B::10YP,-DEV.HYD
B.::1bYRRT;",--'.�HYD
ROUTING
COMPUTATIONS,
11+12*-
-------------------------------------
..2S/t - 0
2S/t + 0
ELEVATION
cf
(cfs)
- ----------
------- ----
,OUTFLOW
(c.f S)
-------------------
.0.0
0-00
100.00
0-110
0.0
0-0
0.00
1.0.0.100
0.0
0..0
'0.00
.1,00..00.
01�. 0
0.0
0.0
0. 00
101.01.'00
0.0
0.0
0,0-
100.00
0.0
10:0. 00
01,0
0.0
0-0.1
0.00
1.00.�00
0.0
�.o . 0'.
0.00
1.00.00
0.0
0.0.
0.00
100.00
. 0'.'0
0 .0
0.00
100.02
:0
0.0
0.0
0.00
100.05
0.0
0-0
0.01
.1,00.08
"o;;A 0
0.0
0.1
0.01
100.1110
6. �0:
0.0
0.01
100.11
0
01.0
0�1
0.01
100.12
0.�o
0.1
0.1
0. 01:,
100.-15
;:.0" 'VI 0
O'l
0.1
0.01
101.0.19
b - "o
0.1
0.1
0.01
100.22
0 "�"o
0.1
.0.1
0.02
10-0.24
::
0 d'
0.1
. .
0..1
1
0-02
1-00.'26
0.1
0.1
. : 0 .02
100.27
0.1.
0.1
0.2
0.102
100.30
..0.1
0-2
.0.02�
100.34,
0.1
0.2
0.02
100.36
0.1
0.2
0.0�
1010.36
0.2
0..2.
03
100-41
-
2..
�0.
0.03
.10.0.44
0.2
0..2
0.03.
0.1
0.2
0.2:
0.. 03
100.45
0.12
0.1.3
0-.03
...100.47
0.2.
0.03
0-1
0-2
0.3:
0.03
100.52
0.1
0.3
0.3-
0.03
.100.55
0.3
0,.3
0.03
..0.4
0.03,
100.61
0 '.�)i
0.4
.0.03
100.65
0.'1
0.4
0.4
0.04
100.70
0.4
0.5
0.04
100.73
.0:.4
.0.5
0.04
100.78
'0.5
0.5
0.04
1-00.84
0.11.
0.5
.0.6
100.88
0.5
0.6
0.04
.,,100.94
U. 2
6:
0 .� 7
0.04
101-01
0'.' 2
0. 7
0.8
0.04
101.09
�0. 2
-------------------------------------------------
0.8
0.9
0.05
101.19
.Pond File:
B: PIPE5:..:,�-'.:.-:.'PND'
:Inf low I4y.drograph:
B; I b,YR'-1j.EK. HYD-
outflow Hydrograph:
B:10YRRT:�.,�.,HYD.
INFLOW HYDROGRAPH.
ROUTING
COMPUTATIONS
---- -- ----------------------------------------------
777
------------------
TIME'
INFLOW
2S/t 0
.2S/t
+ 0 OUTFLOW
ELEVATION
(min)
(cf S).
.-C
----------------
(cfs):,
------------------------
(cfs)
Q.f S)
----
-n -------
450.0
---------
-0,12
"0.. 2
0.9
0.05�
101.33,
460.. '0,
0.1.8
3�
1.2,
0.05,
1.01.53,
47.0,.-0
----0,.'5
1.5
1.6;
0.06
Q1..89
4.8 b o.
1.9
2. Q.
0.06
.1Q2.31
4 -90.0
.,0.26
0-:13
2,3�
0.07
102..55�
500.0
0.,.� 10.
0. '2
2.4
0,07
':,-102-64
.5 10. o
0'.09
A 01 -':2
2.4
.0.07
102.69
0.09
0
2.:3
2.5
0. -07
102.73
5 3 Q. 0
0.,074:,-
2.4
2..5
0.07
102.7.5
5 4 6A
.0. 0:6
0, 1'
2'.4
2.5
0.07
102.,74.
--,t550� *0
0,.06
2.3
2-.5
0.07-
10-2.72
560.0
'0. 06''
b-
2.3.
2.5
b.07
.102. 70
�'570.0
G. 06
2:. 3
�2. 4
0.07
102.69
'58 0. 0
&. 0 6':
0 1',
2.3
2.41
0.07
67.
".590.'0'
-:.0 . 0 6'
2 -:3
2.4
0.07
i02,65
�'�6 0 0. 0,
.. :_ .
�.O. 06
..
0 1
2.2
2-.4:
0.07
'102- 64
.. . /
6 Y
10.(
. I
G. 0 6'
I
1:'0'-',',j: j
. 2 1. .2-
2.4
0.07
10.2.. 6 2.
620 0
cfl:
2.2
2.4
0.07.
102.60
it"
6 3p6 0
.0.06,
0
0:� 1
2'..2
2.3,
0.07
102.5,9
.
0 0
0. 016
2.,2
2.3
102.5:7
50 0
0.06
2.2
2.3
0.07
1.02 56
.
660.0
0. 0�'.
�2. 1
2.13
0.07
1,0.2..5 41
670.0
0-.05
2.1
2.2
102.50.
680.0
.0.'.05
2.1
2.2
..0.07
0.07
102. 4 7
690.0
0.05
2.-0
2.12
0.07
102.44
7.00. 0
0.05
0
2.0
2.1
0.07
11012.4l..
710.0
�0.05
2-.0
2.1
0 .07
102.38
720.0
0.05
-.0
2.
2.:1
�0. 06
102*.35
730.0
0. 0.5
1.9
2.1
0.06
102.3.3
740.0
1: 9
2.0
0-06
.102..30
750. 0
0.05
...!'.9
2.0
0.06
1102.2.7.
-760. 0
0:. � 0 5'.
01 fil.1
1,�. 8
2.0
0.06
102.25
770.0
0.0�
1.8
1.9
0,06
102--22
780.0
-.0. 04
1.8
1.9
0.06:
102.19
79 0. 0
-.0.04
G
1.7
1 9
0.06
102.15
800.0
..0.04
1 * 7
1.8
0.06
102.11
810.0
0.0.4
1.6
.1.8
0.06
102.07
820.0
.0 *.'0 4
b
1.6
1 7
0.:06
102'03
830.0
10, �j
1.7
0.0.6
101-99.-
.'8 4 0. 0
.6.04
0.04
0 1,
1.5
1.6
0.06-
:101. 96
850.0
0.04
1.5
1.6
0. 06,'
101. 92
860.0
.0.04
1.5
1. 6'
0.06
lb 1. 8 9
870.0
0.04
0.1,
.1.4
0.06
101.85
880.0
0.04
1.4
1.5
0.06
10.1.82
890.0
0.04
-0.1.
.1.4
1.5
0.06
900.0
------------------
0.041
0,
--------------------------------------------------------
�1.3
1.4
0.06
101.76
POND-2 version: 5. 17: S N�:,:
Page 7.
Return Freq: 10 years
Pond File, B.': PIPE5 PND
Inf low. Hydrograph,: :B-I'OYR-DEV.HYD
Outflow Hydrograph: B,: 10'YRRT
-
EXECUTED.: 12 -06-1995
-Peak Inflow .0..131.i�, cf S
06:11:44
Peak Outflow Q-07,,.cfs
Peak Elevation 102,75 ft
Flow (cfs)
.0.0 0.5 1.0 1.5 , i21.0 2.5 3.0 3.5
4.0 4..5 5.0 5.15
X*
�8-
X*
x
0 8-
X*
X*
0
X*
.4 .0 .9-
5 OA-
40.9--�
X
x
x
1. 0;
X,
X*,
'491. 0�
X*
hi. 0-
1.0-
52:1. O�
53 1'. 1-
541.1-
551.1-
�00
561.1-
571.1
TIME
(min)
x File: B:10YRRT HYD x = 0.1 cfS
File: B:10YR-DEV.HYD: ,':Qmax = .0.3 cfs�
-2 Version: 5.17 SIN:. Page 4
JTED: 12 - 0 6 - 19 9 5 0 6:,1 ,,,4 Return Freq: 100 years
File:
,�w HyOrograph:
Low Hydrograph:
)W HYDROGRAPH
--------------
PIE INFLOW
(cf S)
.0.0
�0.0
.30.0
40.0
50.0
601.0
-)70. 0
.990.0
1 .000.0
;1010. 0
1020.0
0 13 0. 0
:1040. .0
1050.0
io6o.. 0*
1.1070.0
1-1080.-.0
..1090.0''
1110 -0
1120.0
�.11130.,O
1140. 0
1150.�O
1 160.0
..1170.0
1180.0
.1190.0
1200.0
.1210.0
1220. 0
1230.0
1240.0
1250.0
12 6 0.* 0
1270 0
1280.0�
1290. 0
��13100. 0
..1310.0
1320.0
1330..0
1340.0
1350. 0
1360.0
.0.06
0.06
0.06
0.06
�0. 06
0.06
0.06
0.06
0.06
0.06
0.05
0.014
.0.0,5
0.05
0.05
.0.05
0. 05
0-05
0.05
0.05
0-05
.0
..05
0.05.
0 . 0 5
0.05
.�0. 05
0. 05
0. 05
0.05
�.O. 05
0...05:
0. 05
0,05
-10. 05
0.05
0.05
0.05
..0.05
-0.05.
0. 0'5
0.05
0.05
0,05
0.05
0.05
B:-PIPE5,�.:,-,1.,: PND
B:1,00YR1'1!DE.HYD
B: 10 0 YRRT.',,,.'. HYD
ROUTING
COMPUTATIONS
- - -------------
2S/t
7 -------------------------------------
- 0
2S/t + 0
OUTFLOW
ELEVATION
.Il+I2.'*..
(cf S)
---------
(cfs)
------------
------------
(cfs)
(cfs)
---------
(f t)
---------
2.4
2.5
0.07
102.75
0. .1
2 * 4
2.5
0.07
102.73
0..1
2.3
.2.5
0.07
102.72
0.1
2.3
2.5
0.07
102.70
.:,-0 1
2.3
2.4
0.07
102.68*
0."1
.2.3
2.4
0.07
102.66
2.3
2 4
0.07
102.,65
0,.'
2.2
2.4
0.07
102.6.3
0 -1
2.2
2.4
0.07
102.61
.2.2
2.3
0.07
102.'60
2.2
0.07
102.57
0,
2.1
2.3
.0.07
102.53
2.2
0.07
102.4-9
..2..1
2.2
-0.07
-2.0
2.2
1.02.43.
2. 0
2 1
.0.107
0,.0.7
102.-40
2.0
2.1
0.07
102.37�
0,1'
1.9
.2.1
0.06
.0-1
1'.9.
2.0
0.06
102.31
0:*-1
-1.9
2.. 0
0.06
102.29
1.9
2.0
.0.06
102.26
1.8
2.0
0.06
.102. -24
b
1.8.
1.9
0.06
102.21.
0 1-
1.8
1.9
0.06
102.19
1.8
.1.9
0.06*
102.17
1.7
1.; 9
0.06
102.14
.0.,
1.7
1.8
0.06
.:.102.12
1.3
1.8
0.06
102.10
-;0 �`V
.1.7
1.8
0.06
102.08
1.6.
1.8
0,06
102.06
0.
1.6
1.7
0.06
102.04
.1.6
1.7
0.06
102.02
0..
1.6
1.7
0.06
102.00
.1.6
1.7
0.06
.1011.98
-1.5
1.7
.0.06
101.97
1.5
1.6
0.06
101.95
"b -:'i'
1.5
1.6
0.06
1.01.93
1.5
1.6
0.06
101.92
0-1
1.5
1.6
0.06
101.90
;,,0-1
1.5
1.6
0-.06
.101,89
1.4
.1.6
0.06
1101. 87
1.5
0.06
101. 86'
1.5
0.06
101.84
.1.4
1.5
0.06
101.83
1.4
1.5
0.06
101.82
od. 1
----------------------------------------------
1. 4
1.5
0.06
101.80
-2 Version: 5.17
SIN:.,..,:`.
Page 5
JTED: 12- 06-1995
06:'11:44
Return Freq:
100 years
�File:
B:PIPE5�'.�. PND
)w Hydrograph:
B:.100YR-�-DE.HYD
;ow Hydrograph:
B:100YR.RT...HYD
)W HYDROGRAPH
ROUTING
COMPUTATIONS
I---------------------------
----- -----------------------
---------------
'-4E
INFLOW
I-*'l . +12%.
2S/t - Q
2S/t + 0
OUTFLOW.
ELEVATION
in)
(cfs)
(clf s)-'.
------------
(cfs)
-----------
(cfs)
(cfs)
---------
(ft)
---------
- ----
!0.0
- -------
0.05
---------
1.4
1.5
0.06
101.79
30.0
0.05
0' 1
1.3
1.5
0.06
101.78
90.0
0.05
0 1
1.3
1.4
0.06
101.77
00 . .0
0.05
0'.1
1.3
1.4
0.06
101.75
:10.0
0.05
.1.3
1.4
0.06
101.74
120.0
0.'05
0
1.3
1.4
0.06
.430.0
0.05
.0 . 1'.
1.3
1.4
0.06
101.72
0.015
1.3
1.4.
0.06
101.71
0.02
1'. 2
1.3
0.06
101.67
.450.0
L460.0 0.00
------------ -
-------------------
7
1.1
------------------------------
1.*2
0.05
.10 .1.58
2 Version: 5.17 SIN'.�
Page 6
�JTED: 12-06-1995 0 6* 4'4
-Return Freq: 100 years
?*************.****.SUMMARY.OF.,ROUTING COMPUTATIONS
Oond File: B: PIPES: . PND
Inflow Hydrograph,: B.:100YR-DE.HYD
-Outflow Hydrograph:,B:.100YRRT HYD
Starting Pond W.S. Elevation 100.00
ft
Summary'. -,,of..-'- Peak Outflow
and Peak Elevation
JI Pe,ak',I.nf low.
�0.49 cfs
ow
0.15 cfs
.,Peak'Outf:
Peak', Elevation
104.56 ft
Sum' f' Aj�proximate
mary...o
Peak Storage
Initia -�;S.�ora% . e
0 cu-ft
Peak Stbra'ge� From -Storm
1,237 cu-ft
4�1. ZA,
--------------- -
Tota 1--,sE&ia g
1 237: cu-f,t
... nil
, j4."
Circular Channel
Analysis:& Design
Solved with,,Manning's Equation
Open. Channel-
Uniform:flow
Worksheet Name:
Comment: 811 PVC S=7.:2 4:
Solve, -For Full Flow'Capacity.
Given�.Input Data:
Diameter ........... .
0.67 ft
Slope....'
0.7240 ft/ft
Manning's n... .
0.012
Discharge...�....''....
.11.2.9 cfs
Computed Results:
Full Flow Capacity....,.,. .
11.29 cfs
Full Flow. Depth,.,. .
0.67 ft
Velocity.:-.
32.02 fps
Flow Area:.
0.-35 sf
Critical. -Depth,...
0.67 ft
Critical Slope.,...
0.7189 ft/ft
Percent
100.00 %
Full Capacity."
11.29 cfs
QMAX
12.14 cfs
Froude Number.
FULL -
:Open Channel Flow.Modulef Version 3.16 (c) 1990
n
,.,Ha.estad Methods,. I c.'*,.37-Brookside Rd Waterbury, Ct 06708
P. 02
NORTHLAKE UTU-ITIES, INC'
0ont. Um No. NOVITHU*101MZ
60B 238TH ST. SE -
WOODINVILL9, WA SN72
WS) 481,9212 FAX (WO) 487-M
Goodnight Brothers
PRO?osAL AND
ACC EPTANCE
113J96
Job @ 21309 76 AVe. Wes�l
IN ACIFFAIENCE TO.-
Stonn
04-5-5-
60 Feet 601, CMP @ 89.75
1 4811 12 Foot Deep Control Manhole @ 2265.00 .2265i:00 1-7;lo
@ 1975" .2-3,7o
I 4B" 12 Foot Deep Manhole .00 19/biuu
I (Poo
2 36" x 60 End Plates @ 250.00 500;00
I
@ 645.00 645100 -7 75'
1 8 Restrictor
-7 30
'VC @ 16.00 1440:00 1
90 Feet 8 P
Tie into existing Catch Basin 0 945.00 945iM
535 feet 611 PVC Downspout Lines @ 12.00 6420 : .00 -7-705
f
3 Yards Drains @ 525.00 1579, 00 C>
3 611 PVC Clean Outs @ 175-00 -----------
21,675.00
Sewer
440 Feet 61, pVC Side Sewers @ 12.00 5286 i .00 3 3-5
@ 175.00 1056.00
6 6" PVC Clean Outs
We propoSe nereby to furnish materlal and iabor—oomplete in ;t000rdanco with 2bove fillificifIcatio �s, for the surr, of:
st teac f.r m saisal fill or Q-4parling erg wemL All
qhq;nwin?i by=. NO brig r;fr � undergroun.ii unless ImUl ty otherm
o restois ion unless spociffed
own, to pay AU taxes
owner to pay for W1 PONnits The -A— PV "W"MI
Owner to pay W1 44" county & state guareatawivilkilot
charges proposed to bil 90 16 10
M belect fm 1111111,11111M rilaw alung With anly aPPk&*
No export Of VV MOO" 1j:t1sonable colleC60Qftal COStS-
jol gngineering Dy OWM
No bonds a;iydraw aul-Itted by IN Ist VAP be 0a)d VY the lottl of ve given morillh.
it this Is a draw, Autholizcd
Paynvvd due upon comIll ellon of wo& siorlatu
Note: Th may be
17M—rZ�
W,to wn us If not aaepted witriln 15 OP.
VIM
AcceptanCO Of PlOpOSal Trio at)ove pricek specifications and signaiure
tori4ttiona are eatisfactory aild ara boreby a0caPti2d. You 21'a authorized
lo do the work as specified. Payment will bo made as outlined above.
Date of Aocepterice signature
LIP
--�T 1: ET
, Vt .
C>
C>
M
DECLOTION OFRESTRICTIVE COVE
WHEREAS,
'01V
are (lie owners of (lie following described real estate ill (lie City of Edmonds, to wit:
Property Address: 41-4� 4;-/.fC 7
X
Legal Description:
4 7-A06
Tax Account Parcel Number: -�/ is
00 6 - oo 6
I'VIIEREAV, lite above imined owncis are des4otis ofitnposiiig a restrictive covenant upon said
prellikes ill complialicc with sectioll 19.00.040 ofthe Edmorids ('orlitnimitv Developmerit Code.
that for all(] ill corisideralioo ofthe premises. lite above riamed owtiers do hereby
declaremid graw to the City of I-Artionds a.i Gratilee lite following restrictive covenallt, to-%vit:
That at tile time of tile execution of this Covenant the Grantors have agreed or tile
Ordinance of the City of Edmonds provide that no M . ng or multiple family housing may be
erected on subject property containing more than units.
Said Covenant shall be binding upon all present and fultire owners of said real estate and their heirs,
successors and assigns.
DATED 116% (lay of'
�10
UN
J.
Crantor
Grantor %10 ��v
S'I*A,rF OF WASHINGTON)
_,j
SS.
COUNTY OF SNOHOMISII)
j A
Oil this day personally appeared before me "e, R/j dA) JCJU and
to tile knowri to be the individuAls described in and who
exectited within lite foregoing instrument, anti acknowledged that they signed the same as their free and
voluntary act and deed, for the uses and purposes therein mentioned.
GIVEN under my hand and off vt (-0-A
icial Seal this of
.,4� 44 q G-
N N010 It bl* ill art(] for the Sitate of
CL
J
.. '4 Wa. lingt:M! residing at
J0
U
10
RESTRCOV. *-'�IJAFIY 0 Z
v N %
%
C
OF VV
0
Critical Areas Checklist
0
Site Information STREET
Project Name: A110;- Permit Number.
Site Location: or-
4 A4 d 1,,e Pr9perty Tax Account Numb
�LeA/"-
Approximate Site Size (acres or square&): 3 /
Have you filled out a Critical Arms Checklist for a project on this site before?
cel,
1 -1 VA!4-4)
/-9195
.0
,C
el �-e) V- 0-60 - 0 0 6 - 000>
General Site Conditions 1>
1. Has the site been cleared or logged? Date of most recent action:
Soils / Topography
2. In the Snohomish County Soil Survey, what is the mapped soil type(s)?
3- Describe the general site topography. Chock all that apply.
Flat- less than 5 feet elevation change over entire site.
Rolling slopes on site generally less than 15% (a vertical rise of 1.0 feet over a
horizontal distance of 66 feet-)
�filly: slopespresent on site of more than 15% and less than 30'Yp ( a vertical rise
of 10 feet'of horizontal distance.)
��&Lc t: S/AlStecp: grades of graRter than 300/a present on site.
Comments
Hydrology/Vegetation.
4. Site contains areas of year-round standing water-
5- Site contains areas of seasonal standing waten. - Approx-Depth:
water
of a water co)urse-
6. Site is in the floodway . 1,,, (,7 floodplain ( C)
I
7-
8.
Site contains a cr" or an area where water flo s across the grounds surface?
are year-round? _LL-,__Flows are seasonal?
ij--��flows
V-1,
Site is primarily: forested meadow ;shrubs V ; mixed
9. Obvious wetland is present on site:
10. Wetland inventory or map indicates wetland present on site: dc.
11. Cnitical Areas inventory or map indicates any Cnitical Area on site:
For,C-ity Use Onily
Rev 3127/92
/q
L74
0
CRY of Edmonds
Critical Areas Chec* Mist
'Ihe Critical Areas Chmuist contained on
dl,s f
orm is to be filled out by any Person
Preparing a Development Permit
Application for the City ofEdmonds prior
to hisilter submitta of a development permit
to the City.
The Purpose -of the Checklist is to enable
City staff to determine 'whether any Potential
Critical Areas are or may be present on the
subicet Property. The information needed to
c0`PPlcte the Chcddist should be easily
a lable f
val romobservations of the site or
data available at City Hall (Critical Areas
inventories, maps, or soil surveys).
An applicant. or his&cr representativc.:must
"" out the chOcIdist, sign and date it, arid
submit it to the City- -Me City will rvi,,
the checIdist, make a Precursory site visit,
and make a determinationofthe subscqacnt
stcPs Ucccssa1Y to complete a dcvc1opm=t
Permit application.
With a signed copy of this form, the
-applicant should also submit a vicinity z32ap
of the Parcelwith enough detwil diat Cit,(
staff can find and identify the, subject
parccl(s)- In addition. the applicant is
encouraged to include any other pertincrit
information or studies in conjunction wil,!h
this Cheddist to assist staff in completing
their Prel1m1narY assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided -arc:
factual, to the best of my knowledge (fill out the appropriate column below) -
Owner / Applicant:
Name
Title
Street Address p.0. BOX -69
0
Ed[-,,IondS, WA 98020 q/
City, State Zip.
Phone
Z'
Signature Date
Applicant Representative:
Name
Title
Street Address
City, State, ZIP
Plione
Signature
Date
-k PERMIT APPLICATION REQUIREMEMS
To: Applicant
From: Lyle Chrisman, Whiecring Iftspector
Owner.
Plan Check No. -ZA I .
Datc: r
_. 1: ZI , � 9
After rvdcw of the subject permit applicatIon, the fonowlag requIMMO& must be met
1. Construction hours are:
WEEKDAYS — 7:00 AAL-10:00 PbLWEEKENDS/HOLIDAyS — 10.-00 AM..6.-00 p.bL
Z A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is vequbW for all work on
public property. (ECDC 1&60)
3. Truck haul route plan must be submitted and approved prior to p=k Issuance,
I
1 4. BuMcdowner is responsible for containing all temporary runoff and erosion control on site.
(ECDC 11U0.030d)
S. NO WORK SHALL BE DONE WrIHIN 15 FEET OF SrRL46MS OR 10 FEET FROM ANY CLOSED DRAINAGE
FAC'Lny- BUILDER/OWNER IS RESPONSIBLE FOR IDENIMrVING CONDITIONS ON THE DRAWING. (ECDC
IU0.S0G)
6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTE11) PRIOR TO CLEARING AND CONSTRUCrION.
(ECDC Ig30)
7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYST04% T11GHTISM AND CATCH BASIN
INSTALLATION- INSPECTIONS ARE REQUIRED PRIORTO BACKFILIMG. MM IS30)
3. Repair or replace all defective existing curb. gutter and SI&Valk a4laceNt to the property. [fan intersection Is Involved. a handicap ramp
may be requira Conftctor shall mod with die C1W Engineering stafflo detennine die c3ftd 0frepair prior to Immoo ofthe permit.
(ECDC 12.90)
Driveway slope " not exceed 14% without a walver. Evay aftempt shnH be made to keep the dope below 149C Walver granted to
(ECDC IM0661))
0- Mivc%" must be Paved fi0m F%cdY 1100 to CILY RIGHT-10E-WAY. A Permit Is required. (ECDC IM860C)
.I- INSPECTIONS ARE REQUIRED ON DRIVEWAYS AM SIDEWALKS PRIORTO AND "TER POURING. (ECDC1830)
2. No burning ofconstruction refuse without a pamit fiam the Fire Departmwt.
3. Connection to City water system is required. Them Is a separate charge for the wow meter.
(ECDC 7.20)
4. A back water valve is; required if downMirs plumbing Is below die elmtlon ofopstream manhole.. (ECDC 7.20)
5. Wdw and sewer main lines should be sqmrated by 10 fed minimum, (ECDC 18.10)
6. C=nwd the CitY SmttuY System is mTdm& A WPamte P=* Is mqahv&
LW#--" Fees Paid'- Yek— N4L.— Chattt--_�— (ECDC 1LI0j.
7. Underground wiring is required on all new construWom6 and for additions. altunflas, and repairs that exceed SO% ofthe total assessed
vduc ofthe structum W= 1&90)
S. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE 13UIWING DIMON GRANTING OCCUPANCY
OFTHE BUILDING OR STRUCTURL (EMC 1&90)
R, FE E T;
14ORTIRLAKE UTILITEESO INC-
Oont. Lie. No. NORTHU*IGIMZ
500 238TH ST. SE
-WOODWILLE, WA 90072
(206) 461-9212 FAX (200) 407-WO9
Goodnight Brothers
IN IREFERENOE TO.
P. 03
PROPOSAL AND
ACOPTANCE
1/3/96
job @ 21309 76 Ave. West
100
Tie Into Ex1sting Sewer Main Two Times @ 760.00 4'750.00
Street Work and Tra ffic Control 1@ 3970.00 �970.00
---------------
11;050.00 /.3 7- 0' c:)
P
916 Al 7-R-A FF C- P /2,1 A"E- 1.5190 CP
07-. 3
V
3
7d 5
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50 coo:-->
-7
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foje>
We Propose hereby Jo furnish materlal anilabCf—CoMplele in acoor(3ance with above 5paCifiULTIOPM, Tor ine aurn of:
0 00unty, *;es,;Qf, 6e QtQia ona,gov. AM tc-azi 4111 All
NcA raopcneWo for anythin2 u"Groound
Mod.
er pa taxes
Owner to pay for W1 permlls The under signed personNy
Owner to pay al clty. county & state guarantees the ianwwt
otiarges plopose(I to be PW In M
No select fig urilms noted
No exporl of any maleft along with any WON*
reasonable colleF
Cost s -
i U1 engineeting by owner
No Uoncis
11 tniS 19 a Maw, any draw submitted by the ict wil! be paid by tho 10th of the IgIven month. Authorizrd
Paymqn- due tipon oorniNG110n Of Work, r4rinAtuta
Nota. Thii proPWJ4 Miry be
withdfawn by uV not amepted within
Acce a of Pro The above prices, apmcifications �nd Signature
conaiTo'ftVare sRt)5!3ctP,*Y".And are bereby accepted. You are authorized
to do the wcrk 3s specifled. Payment AfIll be made as outlined above.
Date of AcceplanCe
4�% ;;�. i ".�
"ZlIr T
A�
CITY OF EDMONDS
USE PERMIT
ZONE OZ4- NUMBER 4-
CONSTRUCTION 'PERMIT APPLICATION
SUITE APT
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ADDRESS W
o'laAME NAME OF BUSINES§A,
yar
LEGAL DESCRIPTION CHECKI
SUBDIVISION NO
LID NO
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MAILIN�1.ADDRESS%'--_
0
PUBLIC RIGHT OF WAY PER OFFICIAL STREET M P
TESCP Approved 0
RW Permit Required 0
CITY
TELEPHONE,N
MB[R
EXISTING REQUIRED OFOICATIO.
Street Use Permit Req'd 13
o
inspection Required 0:
PROPOSED
Sidewalk Required 0
(r
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NAM)E)
METf ____TNE
SIZE
NO. OF FIXTURES
PRV REQUIRED
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YES)CNO
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REMARKS
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ELEPHONE NUMBER
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STATE LICENSE NUMBER EXPIRATION DATE
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(60 q& 6.ZLqr
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CHECKED BY
40p;
TYP ONSTRUCTION
CODE
OCCUPANT
GRO& I
f*\ I
WOODSTOVE. SWIM POOL
DEMOLISH INSERT HOT TUB/SPA
SPECIAL INSPECTOR AREAf OCCUPANT
REQUIRED LOAD
GARAGE rVIRETAINING WALL/
RENEWAL
0 YES &M /hOZ/14 'fo
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NUMIfER UMBER OF CRITICAL
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OF DWELLING AREAS
IN
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to
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STORIES . .00 UNITS
67,66VIaled
DECABIEW0110 BE[OiI (ATTACH PLOT PLAN)
FINAL INSPECTION REQUIRED
PV at
I
VALUATION
FEE
PLAN CHECK FEE
Zd 33
BUILDING
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3.2.8 Z.
HEAT SOURCE:
GLAZING
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PLUMBING
le"ir
Plan Check No.
MECHANICAL
GRADINGIFILL
This Permit covers work to be done on private property ONLY.
Any construction on the public domain (curts, sidewpiks,
driveways, marquees, etc.) will require separate permission.
STATIESURCHARGE
U
Permit Application: 180 Days
Permit Limit: I Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
ENO. INSPECTION FEE
-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
Z133 7073
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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
0
I
nor limit in any way the City's ability to enforce any ordinance
M
TOTAL A CUNT DUE
, nr
provision."
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I hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL
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 THIS PERMIT This application is not a permit until
state I �ws regulating construction; and In doing the work authoriz- AUTHORIZES . ed by the Building Official or his/her
THE sign
ed thefeby, no person will a employed In violation' of the Labor ONLY
P_ WORK NOTED Deputy; and fees are paid, and receipt is
Code of the State of Washljgton relating to Workmen's Compensa-
tidn th'surance and RCW 18127. INSPECTION acknowledged in space provided.
ATURE (OWN R R A T) DATE S N D DEPARTMENT IGNATURE DATE
STIN
CITY OF
a U. z
EDMONDS e- e
IAELE DATE
CALL FOR
2
ATTENTION
INSPECTION 2
IT IS UNLAWFUL TO UJOR OCCUPY A BUILDING OR STRUCTURE 6K0
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-022U ORIGINAL — File YELLOW — Inspec
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED, UBC
CHAPTER 3. PINK — Oviner GOLD — Assessor
CITY OF EDMONDS
JSE PERMIT
ZONE NUM,ER 9rooceo
CONSTRUCTION PERMIT APPLICATION
joe SUITE/APT 7
ADDRESS
rx!l / , " n / 1 '76; u
OWNER NAME/NAME OF BUSIN999--
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W
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LEGAL DESCRIPTI
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NO.
MAI ADDRESS-_
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PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
EXISTING — REOUIRED DEDICATION
PRO . POSED
TESCP Approved 0
RW Permit Required 0
Street Use Permit Req'd 0
Inspection Required C3
Sidewalk Required C3
CITY
1) < 1-4.
TELEPHONENUMBER
2Y1 -0 411-76
NA -Mg
nil
METE��
LINE SIZE
NO. OF FIXTURES
PRV REOUIRED
YES 13 NO 13
W
ADDRESS
REMARKS
CITY ZIP
TELEPHONE NUMBER
NAME
ADDRESS
ENGINEERING MEMO DATED REVIEWED BY
CITY ZIP
NUMBER
FIRE MEMO DATED REVIEWED BY
U.
STATE LICENSE NUMBER EXPIRATION DATE
SIGN AREA
SEPA REVIEW
ADS NO.
ALLOWED PROPOSED
COMPLETE
Legal Description of Property - Include all easements
SHORELINE 0
L
1EXEMPT
EXP
VARIANCE OR CU
PLANNING REVIEW BY
DATE
/*
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SETBACKS — FEET
FRONT SIDE REAR
HEIGHT
LOT COVERAGE
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=,nt
Parcel No.
REMARKS
NEW RESIDENTIAL PLUMBING
ADDITION 11 COMMERCIAL E] MECHANICAL
& i-iTFx-
0 REMODEL E] APT. BLDG. SIGN
CHECKED BY
TYPE OF CONSTRUCTION
CODE
OCCUPANT
TPREPAIR
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GRADING FENCE
CYDS. E] x_Fn
VDEMOLISH WOODSTOVE SWIM POOL
1 . . INSERT HOT TUB/SPA
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SPECIAL INSPECTOR
REQUIRED
AREA
OCCUPANT
LOAD
WM A RK S
PROGRESS INSPECTIONS PER USC 305
Z
(TYPE OF USE, BUSINESS OR ACTIVITI) EXPLAIN:
0 11 -k' L) -
_j
NUMBER
NUMBUA OF
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OF
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CO
0
STORIES
UNITS
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
FINAL INSPECTION REQUIRED
VALUATION
FEE
PLAN CHECK FEE
BUILDING
HEAT SOURCE:
GLAZING
%
PLUMBING
Plan Check No.
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any construction on the public domain (curbst sidewplks,
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
ENO. INSPECTION FEE
successors In Interest, agrees to Indemnify, defend and hold
harmless the City of Edmonds, Washington, Its officials,
x
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x
employees, and agents from any and all claims for damages of
whatever nature, arising directly or Indirectly from the Issuance
of this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirement of any city ordinance
nor limit In any way the City's ability to enforce any ordinance
provision."
PLAN CHECK DEPOSIT
TOTAL AMOUNT DUE
I hereby acknowledge that I have read this application; that t * he
Information given Is correct; and that I am the owner, or th.e duly ATTENTION APPLICATION APPROVAL
authorized agent of the owner. I agree to comply with city and THIS PERMIT
state laws regulating construction; and In doing the work authoriz- AUTHORIZES This application Is not a permit until
ed thereby, no person will be employed In violation of the Labor ONLY THE signed by the Building Official or his/her
Code of the State ojVT4shIngton relatingtg'Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt Is
rance and RCW 18.27. INSPECTION acknowledged in space provided.
E (OWNER .IA7ENT) DATE SIGNED DEPARTMENT - OFFICI ' "I S7 t DATE
CITY OF A
EDMONDS
CALL FOR RELEAS16 BY: DATE
NTION INSPECTION
'WFOL
IT IS UNLA TO USE OR OCCUPY A 13UILDING OR STRUCTURE -
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC 771-0220
CHAPTER 3. PINK — Owner GOLD — Assessor
CITY OF EDMONDS
USE
ZONE PERMIT
R41 2. NUMBER
CONSTRUCTION PERMIT APPLICATION
jo, ITE APT
ADDRESS Z1 —30 7 1 7&
NAME NAME OF BLISINE�p
lti�ft
LEGAL DESCRIPTION CHECKI
SUBDIVISION NO LID
NO
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/ / q
MAILIR Ss
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,
PUBLIC RIGHT 05WAY PER OFFICIAL STREET_7AP TESCP
AW
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Approved 0
Permit Required 10
CITY
TELEPHONE NUMBER
EXISTING REQUIRED DEDICATION Street
Use Permit Req'd 0
PROPOSED Inspection
Sidewalk
Required
Required
NAM
t
a:
W
METER SIZE
LINE SIZE
NO, OF FIXTURES
PRV REQUIRED
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TELEPHONE NUMBER :'y—
FIRE MEMO DATED REVIEWED BY
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EXPIRATION DATE
STATE LICENSE NUMBER
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ADB NO
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4' 4
REMARKS
Parcel No. -470
)*"-�!�V ic 7,i It -.,e L) -Z.-)
El
�kNEW RESIDENTIAL PLUMBING
t
DADDITION 1:1 MECHANICAL
COMMERCIAL
APT. BLDG. El
E]
REMODEL SIGN
CHECKED BY
kAI
TYPE F TRUCTION
CODE
I..
Li'4-
OCCUPANT
GROUP,
K, /
—9 RADING FENCE
F� REPAIR R4-- CYOS. x —FT)
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1:1 INSERT El HOT TUB/SPA
SPECIAL INSPECTOR JAPIA
REQUIRED C3
OCCUPANT
LOAD:!�q
EIGARAGE r%20RETAINING WALL/ .
CARPORT t4N ROCKERY El RENEWAL
YES
EMARKS
PROGRESS INSPECTIONS PER UBC 305
Z
(TYPE,OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
W
0
NUMBER
OF
I NUMBER OF
DWELLING
CRITICAL
AREAS �.j
INUMBER
to
0
STORIES 2 WIF �Ntt
NITS
ALOP'LAN)
DESC: WORK!`Tq BE DO?JE (ATTACH
,
FINAL INSPECTION REQUIRED
�BE
tl-'O,O�A Mel It uwar- /' Mr
VALUATION
FEE
4 r 51hAe- 9b"
PLAN CHECK FEE
BUILDING
561,?,2L
HEAT SO RCE:
; �N-
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S
PLUMBING
546,04AAAC
Plan Check No.
MECHANICAL
/r
GRADING/FILL
This Permit covers work to be done on private property ONLY.
Any construction on the public domain (curbs, sidewfliks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
/Z 5D
Permit Application: 180 Days
Permit Limit: 1 Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
ENG. INSPECTION FEE
"Applicant, on behalf of his or her spouse, heirs, assigns and
.
successors in interest, agrees to indemnify. defend and hold
2
harmless the City of Edmonds, Washington, its officials,
Lo I f�
X.
employees, and agents from any and all claims for damages of
W3
cr
<
whatever nature, arising directly or indirectly from the issuance
of this permit. Issuance of this permit shall not be deemed to
PLAN CHECK DEPOSIT
--131D
modify, waive or reduce any requirement of any city ordinance
0
nor limit In any way the City's ability to enforce any ordinance
TOTAL AMOUNT DUE
'It
provision."
I
I hereby acknowledge that I have read this application; that the
ATTENTION APPLICATION APPROVAL
information given is correct; and that I am the owner, or thje duly
authorized agent of the owner. I agree to comply with city and THIS PERMIT This application is not a permit until
stat�)Iaws regulating construction; and In doing the worka6thoriz- AUTHORIZES
ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her
C fWas ngton relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is
0 of the State o
.9� acknowledged in space provided.
ti Insurance and RrW78 27. INSPECTION
U N R OR ACgNjj DATE SIGN DEPARTMENT
NATURE DATE
CITY OF
EDMONDS
DATE
CALLIFOR
ATTENTION� INSPECTION
IT IS UNLAWFUL TO U OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL — File YELLOW — inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. USC
CHAPTER 3. PINK — Owner GOLD — Assessor
(U,,�46�ekt)
NIL
TRC, MA�LS W 1. 1441
ftA�, � tMS M(CNAVC, MA1100 !MW, ��
Z St -NI M 14, slo eAu, m I a . rx, sqlw -
cu MAW& %Uw-w—� 40h e� 9AU, 1�0 It 01(l,
ADB
APPROVED
06- 1-5-- 11q
415z- 111-110
APPROVED
215 6 -7
IR E", c IE I v E D
JAIII 16 E4196
PERMIT COUNTER