18530 76TH AVE W.PDF111111111111
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18530 76TH AVE W
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CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works * Planning * Parks and Recreation * Enaineerina
890 . I C) 17
July 14, 1994
Mailed 7/14/94
Erich 0. Tietze, P.E.
121 - 5th Ave. N. #205
Edmonds, WA 98020
�MEFTITTM-
Dear Erich,
LAURA M. HALL
MAYOR
The Engineering Division cannot perform additional review of the subject site plans.
The following comments/corrections referenced in the earlier letter of May 26, 1994
have not been addressed.
1. Show cross section detail for bioswale.
3. Use Edmonds standard construction entrance detail (enclosed in first letter).
4. Add note for frontage of 76th "existing curb, gutter, and sidewalk to be
inspected by City. Remove and replace as required."
7. Paint curbs yellow within five (5) feet of each side of driveway entrance.
8. Provide dimension for driveway width between curbs.
When the revisions are completed, please resubmit two (2) sets of plans so that the
Engineering Division can complete its review.
If there are any questions, do not hesitate to contact me at 771-0220.
Sincerely,
?!i�
GORDON C. HYDE
Engineering Coordinator
GCH/sf
Enclosure
c: Donald Robertson
Sharon Nolan, Permit Coordinator
CA C-1-
Alberts
ADB9421.DOC
Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 - FAX (206) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works 9 Planning a Parks and Recreation 9 Engineering
U -
9 0 . 19
May 27, 1994
Mailed 5/27/94
Erich 0. Tietze, P.E.
121 Fifth Avenue North, #205
Edmonds, Washington 98020
SUBJECT: Robertson Building (Plan Check 94-98) ADB-94-21
Dear Erich:
LAURA M. HALL
MAYOR
The Engineering Division has completed initial review of the subject site plans. The
following comments/corrections apply.
1. Show cross section detail for bioswale.
2. Submit Manning's calculations for capacity of bioswale.
3. Use Edmonds standard construction entrance detail (enclosed).
4. Add note for frontage of 76th Avenue West, "existing curb, gutter, and sidewalk to be
inspected by City. Remove and replace as required."
5. Remove and replace existing driveway cut to conform to new driveway location.
6. Remove and replace, if necessary, parking striping to conform to new driveway
location.
7. Paint curbs yellow within five feet of each side of driveway entrance.
8. Provide dimension for driveway width between curbs.
9. Install siltation fence at time of construction entrance installation (Construction note).
When the revisions are complete, please resubmit four sets of plans, together with the
enclosed red -lines, so that the Engineering Division can complete its review. If there are
any questions, do not hesitate to contact me at 771-0220.
Sincerely,
GORDON C. HYDE
Engineering Coordinator
GCH/cmc
Enclosure
c: Sharon Nolan, Permit Coordinator
Lc=�
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9 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
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City of Edmonds
Engineering Dept.
Attn: Lyle
RE: Robertson Building
Plan Check 94-98
Blue Star Electric, Inc.
(206) 778-7439
P.O. Box 698
Edmonds. WA 98020
Construction Divi§M C% jr., V r- D
7-23-94
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As per your request, our estimate for the site. improvements
for the above project will be $17,000.00 (a pricing estimate for the
improvements is attached) . The breakdown of the work is:
Paving $ 9,800-00
Detention system and utility piping
6,605.00
Contingency 595-00
Total - $ 17,000.00
4�701'- 4Df---<
,F-qf,-
DONALD W. ROBERTSON
President
Blue Star Electric, Inc.
I
S K I L L INTEGRITY
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CMIT APPLICATION REQUIREM . ENTS6
To: Applicant
From: Lyle Chrisman, Engineering Inspector
Owner Waft%T1501') Plan Check No:.
Address:— ("00 -76TW-A%*5 Date:
- - --------- - - - ----------- - -
After review of the subject permit application, the following requirements must be met:
1. Construction hours are:
WEEKDAYS — 7:00 A.M.40:00 P.M.WEEKENDS/HOLIDAYS — 10:00 A.M.-6:00 P.M.
2. A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is required for all work on public property. (ECDC 18.60)
3. Truck haul route plan must be submitted and approved prior to permit issuance.
4. Builder/owner is responsible for containing all temporary runoff and erosion control on site.
(ECDC 18.30.030d)
5. NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE
FACILITY. BUILDERIOWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC
18.30.50G)
6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION.
(ECDC 18.30)
7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLINES AND CATCH BASIN
INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 18.30)
8. Repair or replace all defective existing curb, gutter and sidewalk adjacent to the property. If an intersection is involved, a handicap ramp
may be required.. Contractor shall meetwith the City Engineering staff to determine the extent of repair prior to issuance of the permit.
(ECDC 18.90)
9. Driveway slope shall not exceed 14% without a waiver. Every attempt should be made to keep the slope below 14%. Waiver granted to
%. (ECDC 18.80.060D)
10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate permit is required. (ECDC 18.80.060C)
11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 18.30)
12. No burning of construction refuse without a permit frorn the Fire Department.
13. Connection to City water system is required. There is a separate charge for the water meter.
(ECDC 7.20)
14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20)
15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC 18.10)
16. Connection to the City sanitary system is required. A separate permit is required.
LID# LAO)OW&V Fees paid: Yes— No Charge (ECDC 18.10Y
17. Underground wiring is required on all new construction, and for additions, alterat ions, and repairs that exceed 56% of the total assessed
value of the structure. (ECDC 18.90)
18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCUPANCY
OF THE BUILDING OR STRUCTURE. (ECDC 18.90)
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EROSIONISEDIMENTATION NOTES
LIMITS OF CLEARING AND AREAS OF. VEGETATION PRESERVATION AS
DESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND
OBSERVED DURING CONSTRUCTION.
ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE
CONSTRUCTED AND IN OPERATION 'PRIOR TO LAND CLEARING AND/OR
OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES
NOT ENTER THE NATURAL DRAINAGE SYSTEM. - ALL EROSION AND
SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY
CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS
COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE
IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO
EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE
RESPONSIBILITY OFTHE PERMITTEE.
THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON
THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENT TO MEET
ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND
UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE
'SHOULD ANTICIPATE 'THAT MORE EROSION AND SEDIMENTATION
CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE
SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF
CONSTRUCTION, IT SHAH BE THE OBLIGATION AND RESPONSIBILITY OF
THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE
CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES,
OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO
PROTECT ADJACENT PROPERTIES AND WATER_ QUALITY OF THE
RECEIVING DRAINAGE SYSTEM.
ANY DISTURBED AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND
WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR
MORE MUST BE IMMEDIATELY STABILIZED WITM MULCHING, GRASS
PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT
APPLICABLE TO THE TIME OF YEARIN QUESTION. GRASS SEEDING ALONE
WILL BE ACCEPTABI F ONLY DURING THE MONTHS OF APRIL THRU
SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED OUTSIDE THE SPECIFIED
TIME PERIOD WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT
MUST BE AUGMENTED WITH MULCHING, NETTING, OR 0 THi-R'[_kEj:�-iivIENT
APPROVED BY THE SOILS ENGINEER.
MAINTENANC
SILT FENCES AND FILTER BARRIERS SHALL.33E INSPECTED IMMEDIATELY
,,,,AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
,SHOULD THE FABRIC ON A SILt FENCE OR FILTER BARRIER DECOMPOSE
OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE
LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE
—REPLACED PROMPTLY.
SEDIMENT DEPOSITS SHOULD BE REMO.� . /r-T'AFTER'EACH STORM EVENT.
THEY MUST.BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE
i HALF THE H:-_IGHT OF THE BARRIER.
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR
FILTER BARRIER IS NO LONGER. REQUIRED, SHALL BE DRESSED TO
CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED.
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CONSTRUCTION SCHEDU
ATTEND PRE -CONSTRUCTION MEETING.
FLAG PROPERTY LINES AND CLEARING LIMITS.
k0�2RrAVRAON ENTRANCE AS REQUIRED.
INSTALL DETENTION PIPE.
KEEP EXCAVATED SLOPES COVERED WITH PLASTIC.
EXCAVATE BULDING AREA.
POUR FOUNDATION AND RETAJNING WALL FOOTINGS.
POUR FOUNDATION AND RETAINING WALLS.
WATERPROOF ALL FOUNDATION WALLS.
PARTIALLY BACKFILL FOUNDATION WA.LLS.
INSTALL ALL ROCKERIES.
INSTALL UNDERSLAB PLUMBING.
POUR CONCRETE SLABS.
COMPLETE BACKFILL FOUNDATION WALLS.
INSTALL DOWNSPOUT PERIMETER DRAINS. CONNECT TO DETENTION SYSTEM.
FINAL GRADE AND PAVE.
UPON COMPLETION OF LANDSCAPING, REMOVE TEMPORARY EROSION CONTROL AND
CLEAN UP SITE STORM DRAINAGE SYSTEM.
GENERAL NOTE
ALL ROOF DOWNSPOUTS AND FOOTING DRAINS WILL BE TIGHTLINED TO THE DRAINAGE
SYSTEM SEPARATELY.
NO CONCENTRATIONS OF STORM RUNOFF WILL BE DISCHARGED TO GROUND SURFACE.
ALL SITE WORK IS TO BE CONDUCI DURING DRY WEATHER' !N THE EVENT OF RA:M, ALL
EXPOSED SLOPES WILI_ BE COVERED WITH PLASTIC AND THE EXCAVATION KEPT DRY BY
PUMPING OR BY OTHER POSITIVE DRAINAGE MEASURES.
EXCAVATION WILL BE PERFORMED WITH LIGHTWEIGHT EQUIPMENT.
NO CUT SLOPES ON THE SITE SHALL EXCEED: 2HAVTEMPORARY
3HAV PERMANENT
NO SIGNIFIcANr I REES ON SITE.
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TAX ACCOUNT/PARCEL NUMBER: ol
BUILDING PERMIT (NEW STR
COVENANTS (RECORDED) FOR -
CRITICAL AREAS:
DISCRETIONARY PERMIT #'S.
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DA
EASEMENT(S) RECORDED FOR:
PERMITS
�'LANNING DATA CHECKLIST DATED: tp
SCALED PLOT PLAN DATED:
SEW'ER LID FEE
SHORT PLAT FILE:
SIDE SEWER AS BUILT DA
SIDE SEWER PERMIT(S).#:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DA
DETERMINATION: E] Conditional Waiver E] Study Required [] Waiver
LID #:
LOT: BLOCK:
ED: 6q k () V / '��41
04 po-,+ rA-,P\a I (-I S' tf
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LATEMP\DSrs\Fom,s\Street File Checklist-doc
OLANNING DATA
New Commercial I Multi -Family Projects
11 STREET��J
Name:
K�A' C_ V. ez)
Date:
co/ls/n
_Zotym
12� If V.
Site Address:
Aye W
- --a
Plan Check #: BLD - gLo �C) — 0 �a
Project Description: 4e CYC 90CA"C>r\ 0-0 -CC-0 rv--% C>
., - M,, r- V�e_cp Mo,,A
'7
Use(s) Proposed:
Allowed Use: NO) 0, c,
CUP File Number:
To Allow What Uses:
Legal Nonconforming Land Use Determination Issued: (YES /(OP
Reduced Site Plan Provided: (YES I NO)
Zoning: ?,,4
Map Page:
Comp Plan Designation: Net4n6c-�poal Cornmera'ir
Comer Lot: (YES /0)
Flag Lot: (YES
ADB File Number (date waived): AcG,,'',SkrV-,,,eLot
Area:
Plans Match ADB Approved: (YES I NO)
Shoreline Required: (Y�4_- lgp
Critical Areas Determination #: C�ZAtqc? q000g
Study Required r% A V�e L�, �red -Po
Waiver P,-,
SEPA Determination:
0 Exempt
El Needed (for sites with 500 cubic yards of grading or within 200 feet of Puget Sound or Lake
Ballinger. Requires: (1) Fee, (2) Environmental Checklist, and (3) APO List with notarized form).
Requhl�ffS�ethqcks
Street:
Side:
Side:
Rear:
Actual-&Jffi,�ieks
Street
Side:
Nn CA,
Sid
Rear:
Lot Coverage/FAR Required: /A
L��overage/FAR Provided:
Lot Coverage/FAR Calculations: NO C�-�C7CSQ_
Weigftt
Datum Point:
Datum Elevation: WA
Maximum Height: 4J /A
Actual Height:
I
Subdivision:
Lot Aggregation Required:
eaping-
Landscaping Matches ADB Approved: A d
Landscaping Bid Provided: (YES
Bond Amount (100% Bid): A/
_JA
�6).
Plan Review By:
PLANNING DATA 0
New Commercial / Multi -Family Projects
IFSTJWET :Fl:�j]
comme An4lysis;
rcial in
Business Name
Type/Use
Parking
Ratio
Tenant
Area
Required
Parking
nj%gcnp�C, Vie-C-0 MO CZ
11300s.p or-
'01 yz
4
Llnkc% 0&0,�
lerv, pink$
9 ao
e." A.Ovec
;:>/0 o"
Total Parking Required:
Total Parking Pro vided.
ultf amflyP.4rking, q"
M -F
# Bedrooms per Dwelling Unit
Parking Ratio
# Units
Required
Parking
Studio
1.2/D.U-
1 Bedroom
1.5/D.U.
2 Bedrooms
1.8/0.U.
3 + Bedrooms
2.0/D.U.
Total Parking Required.
Total Parking Provided.
Other.,
'b- Sec.C>,-\CJ
d\
need \be, r-e-- <-e_,_,`
in c>c-olex- Jro M V�,,r
Plan Review Bv: 4�
;__10 �
htr -V,
M.
*PLANNING DATA
-- Sigm --
0 [E:i i: : �7- 1 ,
Name:
01V'Pic, Viecz
A
Date:
I
Site Add ress: -4(-.A�, W
Plan Check 9: BLD-,'A0J0071-y
Project Description:
-Onc- neg�a ,nl -
Reduced Site Plan Providecl:EP NO)
Zonin
Comprehensive Plan Designation: e,
Map Page: ]Corrier
ner Lot. (YE
Lot: (YES
tFlag Lot: (CYES
ADB File ff (or date waived):
TO TA L A re, 3 Ler Typ of -5iqn
Allowed in
Matrix
Allowed i
I
TOTAL sign
Type of Sign
zone?
conditions
area per
Unit
area
allowed for
Proposed
met.2
unit
sign area
this siqn
Example
Wall -linternal
Illuminatibn
Yes, with
conditlons
Ye5
I sq. &.111neal
/t. attached
41 ft. attached
Waff
41 square feet
20 square fi�et
W8//
Sign #I
Sg . C4. fer
Yes
N/A
\ I �, ��.
e-
Sign 92
21 K36
NIA
On"m
Sign #3
TO TA L Sign Area for Tena
T,
Max Permitted: Previous Total:
Proposed Total:
Slgf i Height G,
Sign Type:
Max Permitted: cr
-Actual Height: < �,e CIP
Sign Type
-CL -
Max Permitted. I n "N
Actual Height:
Sign Type:
Max Permitted:
Actual Height
L�� �/7
Sign Type:
Proposed:
Allowed in Zone:
WA
Sign Type:
Proposed:
done-
Allowed - Z
'!2�/A
M
STREE
PLANNING DATA
Signs
Si�n CWqrs
Proposed:
e-e-
Acceptable?
Yes,
��Requtires
ADS Approval? fj
Sign Location
if freestanding and 3-feet or over (unless a fence) meets setbacks?
S I ICA-N -Z)o -a-Ac"Oed
Reqqired Settx3cks
Street:
'60 go
Side:
Side:
I
Rear:
Actua/Selba6ks�
Street:
Side:
0
*5
Rear:
L,7ndscaping for Free -,;W�7&W
Sia
Size:
fe,
LLOC ation:
Critical Areas Determination c9,AXqc?q6009
Study Required
El waiver
Other
Plan Review B��.
I* PLANNING DATA
signs --
Name: Ed wovc� Y""s Tn V-? S �y�
Date: 3
Site Address: 6
-7
Fl I
Plan Check ff: BLD-200,--o
Project Description: c4rrlef—
Reduced Site Plan Provided:�Y Zoning:
T)l NO)
Comprehensive Plan Designation: (1, 6 or ko o Cclmwc (it
Map Page: 3 Y-6'
Corner Lot: (YES / tV
Fla� LO _(YES /CN�
_C
ADB File # (or date waived):
TOTAL Area Type of
Type of Sign
Allowed in
zone?
Matrix
conditions
Allowed
area per
Unit
TOTAL sign
area
allowed for
Proposed
sign area
met?
unit
this siqn
Example
Wall wlInteinal
illumination
Yes, with
conditions
Yes
I sq. ItIllneal
ft. dttaChed
41 It. attached
Wall
41 square feet
20 square feet
wall
Sign # 1
0-
/A
'7
L
4-6 70
h .
C9/k ly—
WdJ
Sign 92
I
a
k
#3
Sign
VA�
(4jrf"
OL
OA
TOTAL Sign Area for Tenan4lSlte
Max Permitted:
Previous Total:
Proposed Total:
Sign Height
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign L hNn
Sign Type:
gin
Proposed: i/tf (1
Allowed in Zone:i
Sign Type:
'A
Proposed:
4
Allowed in zone: 01'. �
. f
N"
art UP Roal
- - 'i F - I . ( I
/�,l -6 be -<-- CMVVC'.-1
(9�01 t VIL 2-0 � 60020- M. 7—
PLANNING DATA F FILE
--signs
On colors.
Proposed:
/I
Acceptable? Requires ADB Approval? A/0
Sign Locat6n
If freestanding and 3-feet or over (unless a fence) meets setbacks?
eequin�V.�M,30�
Street:
A Setbacks
Street: Side: Side.
for Fr.�estaqding._$igns
Size: Location:
Critical Areas Determination #:
Study Req
Waiver
Other
Plan Review By:
qb
ED STREET
RECF.IVF FILE
MAY-1-6159h
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Pe
NO CITY OF EDMONDS BARBARA FAHEY
MAYOR
121 5TH AVENUE NORTH EDMONDS, WA 98020 - (425) 771-0220 FAX (425) 771-0221
COMMUNITY SERVICES DEPARTMENT
Public Works - Planning/ Building e Parks and Recreation Engineering - Wastewater Treatment Plant
November 4, 1997
Blue Star Electric
18530 - 76th Ave W
Edmonds, WA 98026
Subject: Maintenance Bond
Dear Blue Star Electric:
The City (Engineering Division) is holding a maintenance bond as security to insure that the
sidewalk, curb, and drainage at 18530 - 76th Avenue West is maintained in compliance with
the engineering codes.. Prior to release of the bond, the City must inspect the site to insure
compliance.
A site inspection was made on November 3, 1997. This inspection revealed that the curb is
broken on the east side of the driveway. Please replace the curb and call me for final
inspection. Once the curb is in compliance with the codes, the maintenance bond will be
released.
If you have any questions, feel free to call me or Jamal Mahmoud (extension 328).
Sincerely,
944ft e, wA,
James C. Walker, P.E.
City Engineer
JM/JCW/sf
c: Permit Coordinator
18530-76.DOC
e Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
TO
DATE
BOND RELEASE FORM
CITY OF EDMONDS
TO: ENGINEERING DIVISION
-PLANNING DIVISION
FROM: PERMIT COORDINATOR Et4W4FERiNG
PERMIT# ADB#--q PLAT#
_t4
PROJECT ADDRESS 3-0 1 fV
DEVELOPER/CONTRACTO
TYPE OF BOND TO BE RELEASED
BOND DATE POSTED BOND EXPIRES
Please field inspect for the release'of the subject bond. If there are outstanding requirements, please note in
the space provided. Failure to respond by the expiration date constitutes approval by your department and
automatic release of the bond.
/V (2 V.
0)
3.
4.
BOND APPROVED FOR RELEAS DATED
BOND NOT APPROVED (see notes above) DATED
WORK TO BE COMPLETED WITHIN - DAYS
-COPY TO FILE
-COPY TO DEVELOPEWCONTRACTOR
SUSPENSE TO
/BONDREL12/96
0
The City of Edmonds Water Service Drawing EASEMENT NO . ............................................
NEW CONSTRUCTION REPAIRS F� LID NO . .................. IASMT. NO . ..................
OWNER ... S. 1. -0. F . ..... S77AP-... M ....................... CONTRACTOR .................................................................................... PERMIT Nc,-54.04.84
JOB- ADDRESS --- J-S-5.3-0 ......... 7. 6X '� AN � ... W .......... LEGAL DESCRIPTION- LOT NO . ...................................... BLOCK NO . ................................. -
PWW-0001-11175 (REV.11/78)
76 -r P Av c - W.
...................................
4� .........................
-�, ....... ... ....... ......................
Approved:
DATE ��J. .. � ..tg.g.,5.... By ...........................
CITY OF EDMONDS
Address of Construction: I �30
,'Property Legal Description (Include all easements):
Owner and/or Contractor:
State License No.
I ". �
El Single Family
Multi -Family (N
Comm&cial
El Public
ovo a'w S - k
I certify that I ha4read'and shall comply with all
as ihdicated on the back of the Permit Card.
"'.elveo 0 .
VIAR 0 3 iWGIDE SEWER
flUBLIC, VqO'B" D"' PERMIT N2
111) -
Building Permit No. q 0 Lq
PERMIT
3674
11 - / ,, I I I ) -
ivasion into City Right -of -Way: 9 No 11 Yes
RW Construction Permit No.
�ross oth er Private Property: 1� No 11 Yes
Attach legal description and copy of recorded easement
requirements
. 3
Date
CALL DIAL -A -DIG (1-7800-424-5555) BEFORE ANY EXCAVATION
OFFICE USE ONLY
FOR INSPECTION CALL 771-3=, PUBLIC WORKS DEPT.
Q. A.; k 1 10
Permit Fee: — _�o , M Issued By /0
Tru nk Charge:_0?,5— Date Issued: -S —,3
Assessment Fee: X) I L19 Receipt No.:/ F4 72
Lid No.:— LIA)AL) WO
Partial Inspection: Date —Initial —
Comments
Reason Rejected: Date —Initial
Final Inspection Approved: Datel-46—A Initial
PERMIT MUST BE POSTED ON JOB SITE
White Copy: File Greeri Copy: Inspector Buff Copy: Applicant
Rev�sed 3!90
Side Sewer Drawing
10
The City of Edmonds
NEW CONSTRUCTION A REPAIRS E]
OWNER
JOB ADDRESS .... *3 c> -7(o-�4
............................. . ........... . ........... ......
p-i
PWW-0001 .11/75 (REV. 11/78)
EASEMENTNO . ............................................ t
LID NO . .................. . ASMT. NO . ..................
CONTRACTOF . .............................
------------------------------------------------------- PERMIT NO.
LEGAL DESCRIPTION: LOT NO. .— .................................. BLOCK NO . ....................................
NAME OF ADDITION
--7bT'-' 4or-_ V� .
14 lli2v-e- C.& .
-S
Li --- \P- C%
Approved:
............ . .. . .......
DATE
iK,ER ENGINEERS
FRUCTURAL DESIGN
6628 "M2TH. S.W. O(NNWOOD WA
P.O. BOX 1697 LYNNWOOD WA 98046-1697
SUBJE T E-YW� W"L-c=
J'0B.*NO-.s5T9:5%40-T
(206) 771-6666 FAX
(2) #5
RS
RS
42 DIA.
3 1/2 KEY
)RAIN TILE
AVELPOCKET
O.C. OR
TO DAYLIGHT
RS
ts
� 2" CLR
ij,jAfj co SHEET
I — !,- �OF
771-6558 4SA
91110INC;
MAR 2 3 1995
RF,TATNII\IG NYALL NOTE
UBC 1991 ED.
-6-5 PCF EQ. FLUID PR.
Zono PSF SOIL BRG. DESIGN'
..N.O. PSF SURCHARGE
5 SACK CEMENT/CYD
(2500 PSI MIN)
MAX 6 GAL. WATEMACK
GR. 60 STL. FOR 45 & LARGER
GR. 40 STL. FOR 44
BACKFILL w/ POROUS MATL
CONTROL JOINTS SPACED AT
25'-0" O.C. - JOINT DEPTH '/4-X
WALL THICKNESS - CUT ALT.
T-BARS AT JOINT
JOB ADD�ESS: -
.9.06SR750N
A
.. t.*5 3 0 -7G 18 A,4 (LE "' \)V
APPROVED — DATE AL7 k—
cITY OF EQMONDS - BLDG. DEPT.
Building Officilal
RETAINING WALL SCHEDULE
a
b
c
V-13ARS
H-BARS
T-BARS
4L
5
......... .
10"
— ---------------
- -----------
— — ----
At:
r
(Ettp of (1b oub
DEPARTMENT OF BUILDINGS
2- E P".1 , I � "
Ir I I',
PER International Building Code Section 111
ilding Permit
Occupancy established by this certificate: I Dwelling Units: N/A
S2/E
Construction: VB
Maximum Occupant Load ** 41 ** - (Per IBC 1004)
Room capacity signs, when required, must remain posted at all times.
No. Stories: I
Basement: N/A
Building Owner: Myrth LLC Owner Address: PO Box 1534, Lynnwood, WA 98046
THE Olympic View Montessori HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE REQUIREMENTS OF THE 2009
EDITION OF THE INTERNATIONAL BUILDING CODE AS ADOPTED BY THE CITY FOR THE GROUP AND DIVISION OF OCCUPANCY AND THE USE
FOR WHICH THE PROPOSED OCCUPANCY IS CLASSIFIED.
Issued this 18th day of July, 2011
REET FILE
CHIEF BUILDING OFFICIAL
BY:
This certificate shall be posted in a conspicuous public area and shall not be removed, mutiljor obUred and shall be maintained in legible condition at all times. Anychange of occupancy or use requires a building permit and a new
Certificate of Occupancy issued by the City of Edmonds Building Official.
AN (1) th
W \V \V W Z'#; \V \V
IF F
t:trttftt
At: 1853076 th Ave W
Occupancy established by this certificate:
S21E/B
of
DEPARTIVI
(lb 011b 4a�
ENT OF BUILDINGS A
A, -A41kk K116
International Building Code Section 110
BuildingtPermit'M BLD2C
_T Dwelling Units: **N/A**
MaximurniOccuvant Load
nstruction: VB
mainposted at
kint?
IBC 1004)
No. Stories: I
Basement: No
Building Owner: Myrth LLC —.'-Ownd'r Add 534, Lyn nwodd, WA 98046
Beg" ',COMPLYING WITH THE REQUIREMENTS OF THE
THE Olympic View Montessori Vj� '!S�699 �IN,,� JED VEDZ S,
2006 EDITION OF THE INTERNATIONAL BUILDING DE AS DOPTEDZY-THE,CITY FOR.THE GROUP AND DIVISION OF OCCUPANCY AND THE
USE FOR WHICH THE PROPOSED OCCUPANC*,IS C � SSIFILD.
h
Issued this 26t �Auaust. 2010
CHIEF BUILDING OFFICIAL
BY:
This certificate shall be posted in a conspicuous public area and shall not be removed, mutilld or loscured and shall be maintained in legible condition at all times. Any change of occupancy or use requires a building permit and a new
Certificate of Occupancy issued by the City of Edmonds Building Official.
as
sees
Sao
0
7rtranSPOGROUP
WHAT TRANSPORTATION CAN BE. 11730 118th Avenue N. E.
Suite 600
Kirkland, WA 98034-7120
T 425-821-3665
TG: 10059.00 F 4215-825-8434
www.transpogroup.com
June 4, 2010
Bertrand Hauss
City of Edmonds
121 5th Ave. N.
Edmonds Wa. 98020
Subject: Olympic View Montessori - Trip Generation/Impact Fee Estimate
Dear Mr. Hauss:
This_1etter provides the trip generation and impact fee estimates associated with the relocation of the Olympic
View Montessori from its current location (7526 Olympic View Drive, Suite 0) to its new location at 18530 76th
Avenue A(e'st-in Edmonds, Washington. Olympic View Montessori has been a Montessori Preschool and
Kin&e-rgarten se�rving the Perrinville Area of Edmonds for the past five and half years. Olympic View Montessori
is-proposiiig-a-move �Itectly across the street from their current location in un-incorporated Snohomish County.
Currently, Olymp�ic �View Mo�ri-is licensed under the Department of Childcare and Earty Learning, which
has a code requirement.of 26'itudents maximum in a preschool/daycare classroom. Olympic View Montessori
has a tot�lof-30-students,'I'O-stude�-fs'aften�-d-fulltime preschool and 20 attend half -day class either in the
_'9sori intains the 20 student requirement by having 10 students in
�homing or aftemoon.-Olympjc View-Monie ma -
of the -half-time morning
0/2011 school year and plans on
enrolling 8 more studerits-by-September to ni-eet-its-g(
i--
View Montessori plans on expanding o two-classroon
&ccu—pation-of-20-students-and-operate 3 days a week
classroom having a maximum occup�t_ion oiTCF-st06
and half -day classes.
mum
The drop-off and pick-up schedule for the full and half day programs include drop-offs between 8:45 and 9:00
with half day pick-upstdrop-offs from 11:45-12:00. Full -day and afternoon pick-ups occur between 3:15-3:30.
Penalties are assessed for late pick-ups. These schedules would not change with the increase in student
enrollment noted above. Staff is limited to the owner and one to two teachers depending on the time of day.
Typically, all staff leaves within 30 minutes of the last child being picked up, thus the school is typically dark by
4:00 in the afternoon. No activity typically occurs during the PM peak hour. If however there was some later
trips from the teachers or assistants, these trips would be less than what would be generated by this use during
the weekday PM peak hour under a general office use as previously noted.
The new location includes up to 1,485 sf of classroom space with an external warehouse building of which the
program will use 1,040 for physical'activities. The external building is currently used as warehouse for other
uses in the building. The current use of the 1,485 includes general office space. Based on ITE (8h Edition) trip
rates, the weekday PM peak hour trip generation for the existing use is estimated to be 2 trips. The existing
ADT associated with the office space and associate warehouse space totals 20 trips.
0
0
Bertrand Hauss
June 2, 2010
Page 2
Based on our previous discussions, the City of Edmonds assesses road impact fees based on the standard
uses noted in Table 4, page 18, of the Edmonds Road Impact Fee Rate Study. This table identifies a number
of "typical" uses for which fees have been calculated. The fees are set based on ITE Trip Generation rates for
the weekday PM peak hour period of the adjacent streets. Based on Table 4, the current use of the space
assuming general office and warehouse uses would be assessed a fee of approximately $3,011.65. As noted
in the previous text, based on the school and staff schedules, no activity is anticipated during the PM peak
hour. Since the Montessori program does not generate trips during the weekday PM peak hour (4 — 6 pm), no
road impact fees should be assessed for this project. As a comparison, as outlined in the Traffic Impact
Analysis worksheet, if a High School use was assumed for the project, no fees would be due as well.
Sincerely,
Transpo Group
Michael Swenson, PE, PTOE
Associate Principal
0 BZY
G10
A 47
�Wk zo 1 16Z-Z 1
CW_
CITY OF EDMONDS
TRAFFIC IMPACT ANALYSIS q1l'11
WORK SHEET RECEIVED
APR - 12011
Name of Proposed Project: Viemi 004 e -.-5 0 V�, DEVELOPMENT SEFMCES CTR'
I W11, -.
Owner/Apolicant:
1'�C, f-V-1 J�P-e tA G (-a � Ck V\.,\
Name
--7152.6 01)�Mplt View
Street/Mailing Adclress-
t"On6j
city State zip
Applicant Contact Person:
.5A V"
Name
Street/Mailing Address
city State Zip
Telephone: (�12- 6"Q— 0346 Telephone:
Traffic Engineer who prepared the Traffic Impact Analysis:
-Fray\->P. iW,6x0,tt Ll ON)
Firm Name Contact Name Telephone
1. PROJECT DESCRIPTION
a. Street address (if known): 12�,T-30 -7-61"' A\Wnvc V\J
b. Location: Pe r (-,. r)\,( f4V\J\0VN4
(Attach a vicinity map and sileplan.)
c. Specify existing land use: ce - 1. 43 G-s� + 1,040 Px+efy1V\ WcIrT�\%Nl< -)P acc!
d. Specify proposed type and size of development: IIIIT)tl M1 + 1.0-10 Wor?-VIO'Alirc .5pot-e �a
bt� '�or- sc,�ioal cmL\ oji-Ae)or ftc QW"S. -
c. When will the project begin construction and when will it be completed? 'T'i- -Afrb-,L�LW, iv\ 2ojo
f. Define proposed access locations: 0 r- �X CAA $:�f gLf f'ro v\,\ C -Cvt 0 C CM r-
1 40 C�Mticy"
g. Define proposed sight distance at site egress locations: t\1 1,4 - Yb (-KOA!�( f"VC�V
U
Page I
2. TRIP GENERATION
a. Existing Site Trip Generation Table:
Land Use
aTE
Daily (ADT) ( 60,Ea�
PM Peak -Hour Trips
IN OUT
C C L)
Z_
0 -1 L)
Ll
C>
0
b. Proposed Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN OUT
t�-Cw,&
Over.
00ro not Mf k-C A-<
b V
c. Net New Pro ect Trip Generation Table:
j
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN OUT
�J fo.
-7
b
d. State assumptions and methodology for internal, link -diverted or passby trips:
Page 2
3. TRIP DISTRI9UTION
Prepare and attach a graphic showing project trip distribution percentages and assignments.
I
4. SITE ACCESS ROADWAY/DRIVEWAYS AND SAFETY
a. Have sight distance requirements at egress location been met per AASHTO requirements?
A no
V
b. Intersection Level of Service Analysis.,
Existing Conditions
LOS �J Delays
Year of Opening
LOS
Delays / JV+
Five Years Beyond Change of Land Use
LOS PIA . Delays
(Intersections to be evaluatedshall be determined by the CityofEdmonds Traffic Engineer.)
c. Describe channelization warrants:
(Attach striDing nian-)
d. Vehicle StoragelQueuing Analysis (caiculate 50% and 95 % queuing lengths):
50%
95%
Existing Conditions A -
Year of Opening L�J 1Z A 1Z A
e Five Years Beyond
Change of Land Use
e. If appropriate, state stop sign and signal warrants:
f Summarize local accident history:
14
0 / A -
Page 3
9 0
5. TRAF71C VOLUMES
a. Describe existing ADT and peak -hour counts, including turning movements, on street adjacent to and
directly impacted by the project.
Lo � A
b. Describe the estimated ADT and peak -hour counts, including turning movements, the year the project is
fully open (with and without project traffic).
I Vq
c. Describe the estimated ADT and peak -hour counts, including turning movements, five years after the
project has been fully open (with and vHthout project traffic).
d. State annual background traffic growth factor and source:
6. LEVEL OF SERVICE ANALYSIS
Summarize Level of Service Analysis below'and attach supporting LOS analysis documentation. Provide
the following documentation for each arterial street or arterial intersection impacted by ten or more peak -
hour trips. Other City -planned developments must also be factored into the LOS calculations.
Existin2 LOS:
Existing Condition:
Year of Opening LOS:
With Project:
WithoutProject: __ - t f I I
Page 4
Five Years After Opening LOS:
With Project:
Without Project:
Note any assumptions/variations to standard analysis default values and justifications:
7. MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact
fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as identified
in ECDC 18.82.120, except as otherwise provided for independent fee calculations in ECDC 18.82.130.
+
pro Wk(6 (IliqhSchoo 0 L\6 -A C )'OL-10 A- 1, V1 v�-) )a
No Pr1% p'-Co*- VwjrrU g-eV\ef-CA"Cn 2�ef-
'�' k-�C)
's
-A, L
SAENGRk0a=U\rity Pmjectz%*nA GaidefineffrallwMnalyWork 9.04.doo Page 5
0 0
ranSPOGROUP 11730 118th Avenue N.E.
1,qHA:1 T11pNSPORTATION CAN BE. Suite 600
Kirkland, WA 98034-7120
T 425-821-3665
F 425-825-8434
TG: 10059-00 %AA�Amlranspogroup-COM
June 4, 2010
Bertrand Hauss
City of Edmonds
121 5th Ave. N.
Edmonds Wa. 98020
Subject Olympic View Montessori - Trip Generation/Impact Fee Estimate
Dear Mr. Hauss:
This letter provides the trip generation and impact fee estimates associated with the relocation of the Olympic
View Montessori from its current location (7526 Olympic View Drive, Suite 0) to its new location at 18530 76th
Avenue West in Edmonds, Washington- Olympic View Montessori has been a Montessori Preschool and
Kindergarten servingthe Perrinville Area of Edmonds for the past five and half years. Olympic View Montessori
:is proposing a move directly across the street from their current location in un-incorporated Snohomish County.
Currently, . Olympic View Montessori is licensed under the Department of Childcare and Early Learning, which
has a code requirement of 20 students maximum in a preschool/daycare classroom. Olympic View Montessori
has a tota I I of 30-students, . 10 students attend full time preschool and 20 attend half -day class either in the
morning.or afternoon. Olympic View Montessori maintains the 20 student requirement by having 10 students in
each of the half-time morning and afternoon progr ams.
Olympic View Montessori currently has-22 students enrolled for the. 2010/2011 school year and plans on
enrolling 8 more stud6rits by September to meet its goal of 30 students. In the 2011/2012 school year,,Olympic
View Montessori plans on expanding to two classrooms, -and 40 students.- One classroom will have a maximum
occupation of 20 students and operate 3 days a week offering -full day.apd half -day schedules, with the second
classroom having a maximum occupation'of I 0--students, operating -5 days aweek and also offiering full day
and haff-day classes.
The drop-off and pick-up schedule for the full and half . day programs include drop-offs between 8:45 and 9:00
with half day pick-u.pstdrop-oft from 11:45-12:00. Full -day and afternoon pick-ups occur between 3:15-3:30.
Penalties are assessed for late pick-ups. These schedules would not change with the increase in student
enrollment noted above. Staff is limited to the owner and one to two teachers depending on the time of day.
Typically, all staff leaves within 30 minutes of the last child being picked up, thus the school is typically dark by
4:00 in the afternoon. No activity typically occurs during the PM peak hour. If however there was some later
trips from the teachers or assistants, these trips would be less than what would be generated by this use during
the weekday PM peak hour under a general office use as previously noted.
The new location includes up to 1,485 sf of classroom space with an external warehouse building of which the
program will use 1,040 for physical activities. The external building is currently used as warehouse for other
uses in the building. The current use of the 1,485 includes general office space. Based on ITE (8th Edition) trip
rates, the weekday PM peak hour trip generabon for the existing use is estimated to be 2 trips. The existing
ADT associated with the office space and associate warehouse space totals 20 trips. RECEIVED
APR - 12011
DEvELUPlvt'Cl0' SENCES CTR.
CITY OF EDMONDS
0
0
Bertrand Hauss
June 2, 2010
Page 2
Based on our previous discussions, the City of Edmonds assesses road impact fees based on the standard
uses noted in Table 4, page 18, of the Edmonds Road impact Fee Rate Study- This table identifies a number
of "typical" uses for which fees have been calculated. The fees are set based on ITE Trip Generation rates for
the weekday PIVI peak hour period of the adjacent streets. Based on Table 4, the current use of the space
assuming general office and warehouse uses would be assessed a fee of approximately $3,011.65. As noted
in the previous text, based on the school and staff schedules, no activity is anticipated during the PM peak
hour. Since the Montessori program does not generate trips during the weekday PM peak hour (4 — 6 pm), no
road impact fees should be assessed for this projecL As a comparison, as outlined in the Traffic Impact
Analysis worksheet, if a High School use was assumed for the project no fees would be due as well.
Sincerely,
Transpo Group
^ '" 4 a /.
Michael Swenson, PE, PTOE
Associate Principal
A(#OVED R Y ENGINEERWc.
We:
CITY OF EDMONDS
TRAFFIC IMPA . CT ANALYSIS RESUP
WORK SHEET
12, 1 0 7 26 1'0
BUILDING DEPAR*�.,,�,.,�:-,
Name of Proposed Project: CITY OF EDMONDS
Owner/Applicant:
Name
-7!52-6 Qt)unR�c Vir-yv D,6\,j-c-
Strcet/Mailing Adaress'
i-A,1V\0n6J �,J
city State zip
Telephone: ( L-1 Z --, ) - 6-1 Q '-' 0 J'q 6
Applicant Contact Person:
VVI C-
Name
Street/Mailing Address
City State Zip
Telephone:
Traffic Engineer who prepared the Traffic Impact Analysis:
�FF'aV%',>Pv G',fO.J�2 L)lcK(k-d Ll?��_ J>b
Firm Name Contact Name Telephone
1. PROJECT DESCRIPTION
a. Street address (if known): I%T3'0 J-V"" W
b. Location: P—e f-c- , , rw ". k k -f 1, ;�,4V\J\0,V-0S
(Attacis a vicinity in ap and site plan.)
c. Specify existing land use: ce - 1, 93 + i, 0 9 0 f-o4c f 1', �,- N �N 6 f--c - o (c
d. Specify proposed type and size of development: 1, 'i"o' �:, SC- -f- ). 0 -10 w orz- vi -s po Le
f Z,
e. When will the project begin construction and when will it be completed? 'IT fvK 7aio
f. Define proposed access locations: iQ 0 , C. 'K C�A 5,f I-LK c Q iV-cvx 0 (- Q1 F
)�, CCLA-t.cy- V
g. Define proposed sight distance at site egress locations: 1^0 C Kcv�-qxl( fovv
U.
Page I
0
0
1 2. TRIP GENERATION
a. Existing Site Trip Generation Table:
Land Use
-3-7-E-
Daily (ADT)
PM Peak -Hour Trips
IN OUT
L)
C)
vjaf-c�)O"v 1, 0 -.1 L)
Ul
0
2-0
b. Proposed Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN OUT
S�VS4 "Cper
',56 v�A,tAvl-j.
of C1.55
3�00-W A S)j-�
c. Net New Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN OUT
-1 b
d. State ass=ptions and methodology for internal, link -diverted or passby tips:
o I A
Page 2
L
- 3. TRIP DISTRIBUTION
Prepare and attach a graphic showing project trip distribution percentages and assignments. P//A
I
4. SITE' ACCESS ROADWAY/DRIVEWAYSAND SAFETY
a. Have sight distance requirements at egress location been met per AASHTO requirements?
b. Intersection Level of Service Analysis:,
Existing Conditions
LOS
Delays P I A
Year of Opening
LOS Delays
1,-" / A
Five Years Beyond Change of Land Use
LOS Delays
(Intersections to be evaluated shall be determined by the 00) of Ednionds Traffic Engineer.)
c. Describe channelization warrants:
(Altacli stripingplan)
d. Vehicle Storage/Queuin.g Analysis (calculate 50% and 95 % queuing lengths):
50% 95%
Existing Conditions A -
Year of Opening �!/A
Five Years Beyond
Change of Land Use
e. If appropriate, state stop sign and signal Warrants:
f Summarize local accident history:
M
Page 3
5. TRAFFIC VOLUMES
a. Describe existing ADT and peak -hour counts, including turning movements, on street adjacent to and
directly impacted by the project.
Lo
b. Describe the estimated ADT and 'Peak -hour counts, including turning movements, the year the project is
fully open (with and without project traffic).
c. Describe the estimated ADT and peak -hour counts, including turning movements, five years after the
project has been fully open (with and kithout project traffic).
d. State annual background traffic growth factor and source:
A
6. LEVEL OF SERVICE ANALYSIS
Summarize Level of Service Analysis below and attach supporting LOS analysis documentation. Provide
the following documentation for each arterial street or arterial intersection impacted by ten or more peak -
hour trips. Other City -planned developments must also be factored into the LOS calculations.
Existing LOS:
Existing Condition:
Year of Opening LOS.
With Project:
Without Project:
Page 4
Five Years After Opening LOS:
With Project:
T
Without Project:
Note any as4umptions/variations to standard analysis default values and justifications:
7. MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact
fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as identified
in ECDC 18.82.120, except as otherwise provided for independent fee calculations in ECDC 18.82.130.
E �,A Cc-.,r ( D�-'V�Cv -J Ux;O-VA0,,�-tc 0 0�
) = 6 "7 4- 0' — '0*3 0 11
P-OWS(CN Schoo) = A- oieA�') , ---. 6 1 i -(�, I a —
AN W-\ �� v ; n i�
V�U -
-NV\AQ0(A- CS
-+�Z. _Q:,":— -FV,—P—
SAEKGR\D=c11\n'ty ProjeciATTA Gaide1!nd\TYa0nipAna1yWcTk 9�04.doc Page 5
`%FtranSPOGROUP
WHAT TnANSPORTATION CAN BE.
11730 118th Avenue N.E.
Suite 600
Kirkland, WA 98034-7120
T 425-821-3665
TG: 10059.00
F 425-825-8434
www.transpogro�ip.com
June 4, 2010
Bertrand Hauss
City of Edmonds
121 5th Ave. N.
Edmonds Wa. 98020
Subject: Olympic View Montessori — Trip Generation/impact Fee Estimate
Dear Mr. Hauss:
This. letter provides the trip generation and impact fee estimates associated with the relocation of the Olympic
View . Montessori from its current location (7526 Olympic View Drive, Suite 0) to its new location at 18530 76th
Avenue West- in Edmonds, Washington. Olympic View Montessori has been a Montessori Preschool and
Kin&�rgartpn serving the Perrinville Area of Edmonds for the past five and half years. Olympic View Montessori
is proposing -'a mq�e directly across the street from their current location in un-incorporated Snohomish County.
__._____._Curre n t ly, Olympic View'Mo n tes s6ri- is licensed under the Department of Childcare and Early Leaming, which
�ii a -code requirement of 26�tudents 'maximum in a preschool/daycare classroom. Olympic View Montessorif
has a tota-1-6f -30�students, 10 stude4s attend full time preschool and 20 attend half —day class either in the
rnorning.or aftemoon:-Olympic View Monte-s'sori.niaintains the 20 student requirement by having 10 students in
each of the half-time momin'i-6nd-afternoon programs,
s -2Q1 0/2011 school year and plans on
Olympic View Montessori currently'ha 22_students-enrolled for the
enrolling 8 more students'by -September to meet its go�ai_6f-,36_'stUdehts'..In the 20,1.1/20.1.2, schoo-1-year, Olympic..
------------- 9'
View Montessori plans on expandin totw6cIassroom§and40 Udent�: One classroom. will have a: maximum---
_66dipation-of 20 students and operate 3.days a week . Offering full-da"y a�-d-half:-,day-schodules�.with-the-second-----7,----
classroom having a maximum occupation of I O'students, operating 5 days a- week'Ind -also offering fUl I day
and half -day classes.
The drop-off and pick-up schedule for the full and half day programs include drop-offs between 8:45 and 9:00
with half day pick-ups/drop-offs from 11:45-12:00. Full -day and afternoon pick-ups occur between 3:15-3:30.
Penalties are assessed for late pick-ups. These schedules would not change with the increase in student
enrollment noted above. Staff is limited to the owner and one to two teachers depending on the time of day.
Typically, all staff leaves within 30 minutes of the last child being picked up, thus the school is typically dark by
4:00 in the afternoon. No activity typically occurs during the PM peak hour. If however there was some later
trips from the teachers or assistants, these trips would be less than what would be generated by this use during
the weekday PM peak hour under a general office use as previously noted.
The new location includes up to 1,485 sf of classroom space with an external warehouse building of which the
program will use 1,040 for physical activities. The external building is currently used as warehouse for other
uses in the building. The current use of the 1,485 includes general office space. Based on ITE (8th Edition) trip
rates, the weekday PM peak hour tri p generation for the existing use is estimated to be 2 trips. The existing
ADT associated with the office space and associate warehouse space totals 20 trips.
REF'SU13
JUN 0 7 2010
WILDING DEPARN�EN-r
CITY OF IRDIVIONDS
0
Bertrand Hauss
June 2, 2010
Page 2
Based on our previous discussions, the City of Edmonds assesses road impact fees based on the standard
uses noted in Table 4, page 18, of the Edmonds Road Impact Fee Rate Study. This table identifies a number
of "typical" uses for which fees have been calculated. The fees are set based on ITE Trip Generation rates for
the weekday PM peak hour period of the adjacent streets. Based on Table 4, the current use of the space
assuming general office and warehouse uses would be assessed a fee of approximately $3,011.65. As noted
in the previous text, based on the school and staff schedules, no activity is anticipated during the PM peak
hour. Since the Montessori program does not generate trips during the weekday PM peak hour (4 — 6 pm), no
road impact fees should be assessed for this project. As a comparison, as outlined in the Traffic Impact
Analysis worksheet, if a High School use was assumed for the project, no fees would be due as well.
Sincerely,
Transpo Group
&wAva" /,,
Michael Swenson, PE, PTOE
Associate Principal
RMIT APPLICATION REQ UIREMEN*
To: Applicant
From: Lyle Chrisman, Engineering Inspector R FILE.
Owner. L 3 Plan Check No:
Address:— Date:
After review of the subject permit application, the following requirements must be met:
1. Construction hours are:
WEEKDAYS — 7:00 A.M.40:00 P.M.WEEKENDS/HOLIDAYS — 10:00 A.rvL-6:00 P.M.
2. A separate RI I GHT-OF-WAY CONSTRUCTION PERMIT is required for all work on public property. (ECDC 1&60)
3. Truck haul route plan must be submitted and approved prior to permit issuance.
4. Builder/owner is responsible for containing all temporary runoff and erosion control on site.
(ECDC 18.30.030d)
5. NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE
FACILITY. BUILDER/OWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC
1830.50G)
6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION.
(ECDC 1830)
7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLINES AND CATCH BASIN
INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 18.30)
8. Repair or replace all defective existing curb, gutter and sidewalk adjacent to the property. If an intersection is involved, a handicap ramp
may be required. Contractor shall meet with the City Engineering staff to determine the extent of repair prior to issuance of the permit.
(ECDC 18.90)
9. Driveway slope shall not exceed 14% without a waiver. Every attempt should be made to keep the slope below 14%. Waiver granted to
%. (ECDC 18.80.06ODj
10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate permit is required. (ECDC 18.80.060C)
I 1ANSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 18.30)
12. No burning of construction refuse without a permit from the Fire Department.
13. Connection to City water system is required. There is a separate charge for the water meter.
(ECDC 7.20)
.14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20)
15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC 1&10)
16. Connection to the City sanitary system is required. A separate permit is required.
LID# LA#h)0J4"* Fees paid: Yes— No Charge�_ (ECDC 18.10y
17. Underground wiring is required on all new construction, and for additions, alterations, and repairs that exceed'50%.of the total assessed
value of the structure. (ECDC 18.90)
18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCUPANCY
OF THE BUILDING OR STRUCTURE. (ECDC 18.90)
PRMMMQPLD0T Tnr-p--
. E - I Lit-
S n, &- I I L,
0
City of Edmonds
Engineering' Dept.
Attn: Lyle
RE: Robertson Building
Plan Check 94-98
0
Blue Star Electric, Inc.
(206) 778-7439
P.O. Box 698
Edmonds, WA 98020
Construction Divi§ZMC-
7-23-94 25 14994
As per your request, our estimate for the site improvements
for the above project will be $17,000.00 (a pricing estimate for the
improvements is attached) . The breakdown of the work is:
Paving $ 9,800.00
Detention system and utility piping
Contingency 595.00
Total $ 17,000.00
N KIM 0 rel I I :�] a
DONALD W. ROBERTSON
President
Blue Star Electric, Inc.
0-1 A�el
VZ,5-1-74-
SKILL AM[ INTEGRITY
OONSIS%
Forrr%tk4E
PP11-11I C,'Wlzl=T
ESTIMATE NO.
Sheet Of
No. Sheets
ESTIMATED BY DO
n R
EXTE4SUEMOW,
_39-" CHECKED BY
DATE
President
13111ye
Star FlPrtrir 10C
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MI
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MI
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Totals This Sheet Transterred'To Recap By -INITIAL
MATERIAL
STRET FILE 0
MEMORANDUM
July 26, 1994
TO: Sharon Nolan, Permit Coordinator
FROM: Gordy Hyde, Engineering Coordinator
SUBJECT: Warehouse at 18530 76th Ave, W. Plan Check No. 94-98
Due to a misunderstanding, the applicant bonded for $22,000.00, which includes
$17,000.00 for engineering and $5,000.00 for landscaping. He has taken out an
additional $3,400.00 for engineering in the form of a cash set aside. When the
storm system is complete, he may ask for a partial release. At that time, if Lyle
has signed off on the storm, the entire cash set aside can be authorized for
release, as.the approved amount for the storm is more that the $3,400.00.
There will still be the bond to hold for the remainder and all maintenance.
ROBTSN.DOC
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
July 28, 1999
Mr. Erich Tietze, PE
EOTA
J8530 — 76' Ave. W., Suite B
Edmonds, WA 98026
SUBJECT: Proposed Foundation at Stevens Hospital (ADB-99-36)(I!C-99-=
i�:r, � �,
Dear Mr.—Tietze,
BARBARA FAHEY
MAYOR
The Engineering Division reviewed your civil site design. The review team notes the following revisions/
corrections. Please contact the review team members directly for questions regarding their comments.
Storm Drainag_e — Don Fiene. &draulics Engineer at (425) 771-0220, Ext. 323
• Show existing detention system.
• Profile storm system and show utility crossings.
• Provide necessary calculations and narrative.
Trao:zc
0 Show dimensions of handicap accessible parking stalls.
• Please be aware that parking stall dimensions are 8.5' x 16.5'.
• Show existing parking on 216'h Street SW and indicate how it will be altered.
• Use attached high traffic load driveway detail and reference it on drawing.
• Show how the easterly entrance will be restricted to "exit only."
Utilities — Jim Waite, WaterlSewer Supervisor at (42�) 771-0235, Ext. 34
• Provide a sanitary sewer cleanout, raised to grade, as shown
• Relocate proposed double detector check valve assembly to a point within 10 feet of the public
right-of-way.
• Provide water valves as shown.
When the revisions are complete, please return the attached redlined plans together with three sets of revised
plans for additional review. It will be necessary to provide a construction cost estimate for City staff to
determine the Engineering Division fees. If you have any other questions, do not hesitate to contact me at
(425) 775-7744.
Sincerely,
( �®r A.1—
Gordon C. Hyde
Development Services Engineer
GCH/cmc
c: DST
Chris Kirk; KSI; 1822 North 46' Street; Seattle, WA 98103 — (206) 545-7143 �Fax)
Incorporated August 11, 1890
GAENGR\G0RD"036.D0C Sister City - Hekinan, Japan
C>
C>
N,
A5C51V50
JUN 23--1994
CITY OF EDMONDS COMMU'NI TTY, SEM*/ . I I CES
This is to certify that a City of Edmonds Critical Areas Variance (File - 11�- ; , ( - - Ap-
15) has been approved. The variance request was to remove the requirement rf
0 ti�
Slope Critical Areas buffer and buffer setback which encompassed the west 65 feet of
the property described below. All other City regulations apply to this property
described as follows,
(Legal Description)
The- north 100 feet of the south 152 feet of the east 125 feet of tract 107, Edmorrds
Sea View Tracts as recorded in Volume 3 of Plats, Pages 75, records of Snohomish
County, Washington, less the east 10 feet as per Snohomish County Superior
Court Cause # 106013 to City of Edmonds.
I / we verify that I / we are the legal owner(s) of the property described above. I / we
warrant that all representations are true and
STATE OF WASHINGTON)
ss:
COUNTY OF SNOHOMISH)
On this er all peared before me
k_
y Jay
kki r
A�7tun I
to me known to be the individuals described in and who executed -the within and
foregoing instrument, and acknowledged that ' -1" signed the
same as AWL free and voluntary Ict and deed., for the uses and
purposes therein mentioned.
fii:V e i Vade
rk., . kmy hand and official
.04P
SOT r
0
seal this2Aay of -AWR—, _ 19
0 fA
0 *. 7- RUORN--
tA
I/ I; LIC,
-94 IN 23 P 3 .29
k. I
so TERWILLIGER AWITUR
S%I)HOMISH COUNT Y. WAS1 I
Kitary PuWic in' d r t
State of Washington r%esi g at
1A
pq
City of Edmon
71�-111��-`��,,-, Y CONSTVJ
RGHT-OF-WA CTION
PERMIT Permit Number.
Lcsue Date:
------- A. Address or Vicinity of Construction:
9 0 -19 C) B. Type of Work (be specific): (-�.Al Q—SffiltZ 114 Q-��Q�' sccl�(,J
0 r PQzwous�-N pmuf�c CS N-L-,Pws�j
C. Contractor . : t�\ AP n:1
f.U.ft-AlContact: C
MailingAddress: UL)�:( Phone: co--70-3:2ns
State License #: C nHQk1hS LQN Liability Insurance: Bond: $
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
E. Commercial [J Subdivision El City Project Utility (PUD, GTE,-WNG, CABLE, WATER)
Multi -Family E] Single Family F] Other
INSPECTOR: INSPECTOR:
F. Pavement or Concrete Cut: es 1JNo G. Size of Cut: x H. Charge�_$
APPLICANT TO READ AND S
INDEMNITY. Applicant understands and by his signature to this application, agrees to h, Id e Q
JQ+mages, or
claims of any kind or description whatsoever, foreseen or unforeseen, that may be made agai t the City of Edmonds, or any of its de0artment8 or
employees, including or not limited to the defense ofany legalproceedings including defense costs, and attorney fees by reason ofAFanting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FORIA PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATIOXIM98%,WILL BE HELD UNTIL TAM FINAL �TREET PATCH
IS COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBIT OR CREDIT WILL BE PR . OCESSED FOR ISSUANCE TbtTHA APP'hIfANT.
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 yvprking day;
NO EXCEPTIONS. /�� C
Iha ve read the above statements and understand theperm it requirements and thepink copy of thepermit will be
available on site at all times for inspection purposes.
Signature:GWAPA a Date:
(Uontract�r
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVED BY: R1'6 H'T OF WAY DEPOSIT" P
TIME AUTHORIZED': VOID AFTER 02 DAYS DISRUPTION FEE/FUND I 11:
SPECIAL CONDITIONS: RESTORATION FEE:,
PERMIT FEE:
TOTAL FEE:, '50. 0
COMMENTS: RECEIPT, FEE:
DATE: ISSUED BY: -=;el 41 gal d z
IyVr-
2;
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Fngrg. Div. 1991
4
�UBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY kv.'7/87
LOCATION 0 QT_Y AREA
�' C)
POLE NO. 1/4 S T2_� R-� DATE �Q W. 0. N 0.
REASON FOR WORK ENGINEER DWG. NO.
�A�7 DRAFTER U. G. NO.
DATE WORK COMPLETED
FOREMAN -
SCALE
DATE PRINTED
f
PHASE
t (IL
Av
1 -2-
L
-T
!AT
Rm__
PC-)L\--- — Z> Qc) A
L�Lcc) C)�,_) 'U�� - T 0
W`0+164D
119
- E:x PiDQ 6AUS
t
_7(aTwm1U W
City`bf Edmon
ni
VONST
1fGHT-0E-'W- A�V' CTION
PERMIT
'751-qq_3
Permit Number.
Issue Date:
.7
A. Address or Vicinity of Construction: 18530 76 AV W 9507114
8 9 0 1 9) B. Type of Work (be specific): Tngt-ali Npw qtnryip
C. Contractor: Idembington Untur-01 Gas coffipg�uy Contact: FL=anl; 21; a
.- -6. a
Mailing Address: 1199 75 SZ S12 Rver-att Phone: 447-3284
State License #: 98203 Liability Insurance: Bond: $
D. Building Permit # (if applicable): Side Sewer Permit # (if applicable):
E. [] Commercial E] Subdivision 0 City Project Ja Utility (PUD, GTE, WNG, CABLE, WATER)
E] Multi -Family [] Single Family n Other
INSPECTOR: INSPECTOR:
F. Pavement or Concrete Cut: Yes ONo G. Size of Cut: x H. Chargq�_$
. - ... - .. - - ( 1 Mit
APPLICANT TO READ ANDt.S1zN
th C
INDEMNITY: Applicant understands and by his signature to this application, agrees to ho n� I ity ofEdmonds harmless f��Wnj�5., damages, or
claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Eddionds, or any of its departments or
employees, including or not limited to the defense ofany legalproceedings including defense cqst� and attorney fees by reason ofgranting thispermit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR AjPERIOD OF ONE YEAR FOLLOWING THE FINAL
I— �' . . '_ - I
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILr., BE HELD UNTIL THE FINA'L S'tRf,ET PATCH
IS COMPLETED BY CITY FORCES, AT WHICH TIMEA DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE, TO THE APPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering 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 bythe'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 statements andunderstand thepermit requirements andthepink copyof thepermit ivillbe
available on site at all times for inspection purposes.
Signature: ��� 7wZyAn Date: 12-27-94
'AdgwactM %Iwe�4
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
FOR CITY USE ONLY
APPROVED BY:
TIME AUTHORIZED: VOID AFTER 3 0 —DAYS
SPECIAL CONDITIONS:
RIGHT OF WAY DEPOSIT'
DISRUPTION FEE/FUND.1111:�
RESTORATION �FEE:,
PERMIT FEE:
TOTAL FEE: C)
COMMENTS: RECEIPT. FEE: A
-f
I I �J
DATE: ISSUED, B
NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Engrg. Div. 1991
0
NaturNGm
A Walwigton ErvTv CompaN
WNG to window
Watermain depth
Unknown
2--- gas main
Addendum to: City of Edmonds
Right of Way *
Permit Application
Submitted by: Mariamne-Kingsbury
Engineering Aide
Washineton Natural Gas
1356-7500 -X7596
3
" got
4k =DT
Key:
-G-
_SS-
0
Water
Gas
Sewer
Water hydrant
Water valve
Washington Natural Gas Company
1122 75th Street S.W.. Everett. Washington 98203, (206) 355-3331
NaturillGas��
AVMIvVon Energy CornpYN
WNG to window
Watermain depth
Unknown
gas main
4�) ilc
Z3 4"
(a
I �
Addendum to: City of Edmonds
Right of Way
Permit Application
Submitted by: Mariamne-Kingsbury
Engineering Aide
Washington Natural Gas
1356-7500 X7596
3
�7
50-4 11
Key:
-W- Water
-G- Gas
_SS- Sewer
-& Water hydrant
0 Water valve
Washington Natural Gas Company
1122 75th Street S.W., Everett, Washington 98203, (206) 355-3331
0
WV43M
Na Gm
AVMWffVon EnergyCOMEYN
(04
I
Addendum to: City of Edmonds
Right of Way '
Permit Application
Submitted by: Mariamne Kingsbury
Engineering Aide
Washinuton Natural Gas
1356-7500 X7596
3
';7
4
3 (Ot 50-4 11
'&.V
WNG to window Key:
Watermaiu depth 111/0. -G-
Unknown _SS -
gas main.
0
Water
Gas
Sewer
Water hydrant
Water valve
Washington Natural Gas Company
1122 75th Street S.W.. Everett, Washington 98203, (206) 355-3331
54
CiTY OF EDMONDS�--'--,
BUILD ING DEPARTMENT
WORK_Zf, 7
"_ Vxj, �
L.-R.,FMIT MUMBE
Olympic View
a
Montesson
Pre'school & Kihdergarten
So -0746
.2 425-640
City of Edmonds Buflding Department
A?PROVEDPLM
APPRUVED By PLANNING
Side View
cut vinyl mounted
onto 3mm thick dibond (alu rn'-inum composite panel)
then mounted to the wall with .5 inch stand off posts.
0%`T
-4 2010
C OF
STREET FILE
'V
m/rnpic vieW
Mentessori
qv�
E P-7
I A-04
DEVELOP.va'j
CITY OF
24 in
Olympic View
Montessori
-?Y 1� -T�
Preschool & Kindergarten
425-640-0746
'71
Cut vinyl applied to 6mm d1bonc
(aluminum composite panel)
secured between (2) painted wt
41$x 4 it 44 appearance grade to pres:
treated wooden posts.
Set in concrete filled 12 is x 18" h
Total Height of sign 36 inches.
4vtM no\- vmc-e-eld 3 1 :n
UB
NOV - 2 2010
BUILDING DEPARTMEjMT
OW OF SDMONDS
% I '
RESUB
NOV -22010-
WLDING DEPARTMENT
OrTY OF SOMONDS
-AJ-i
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AV,
4 ux In n, O,wx,lo.q AN x 14.61 w x 10.W
r
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APPRO
VED AS
'EER
y G
Cain
-714
IS RESPONSIBLE Foil
t AND DRAINAGE
RESUB
NOV - 2 2010
UILDING -DEPARTMENT
GM OF raDMONDS
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spi H
STREET FILE,
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AL
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APR 0 4 1995
11 CoL UR
IT
45
AppROVED DATE*
1� OF, EDMONDS . B DG. DEPT.
CTY Building OffIC181
71f
RE ocll�l i V, LI =T a
APR 0 4 1995
r-MVP.,.qlT COUI �ITOR
R
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................. .
............ — — — -------- ---- - -
— -------------- — --
-----------
w /'Z
//,(NOi OCCUPIED,.
BY C�.V�M.')
(NOT OCCUPIED.
BYOV.M).
OLYMPIC VIEW
MONTESSC
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PLANT04
PApxwG PARM6 PAWNG P�joo.o MMOW PAIFOGIM HANDWAMED
as.lev ELF x 16B P .0
5 x 116 8.5. x I" 8.vX1cv
iiw�r 141 "'ir
4" hw6tv r
PARIUNG PAFUGMG
esxw OEX21Y
%
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2 - — — — - — - — — - — - — —
— — - — - — - — - —
'Nodong to tho perout approW proem aW be
a auowmg or permteung die
d any cu.�' tky emun; wegal,
=0 Cor M routted buddmg sUvI*M
Tuon whro ou%We the Scope oftbe
=Vruccum of wnd—o te she, an the
afte pin or dreww Such Wddm& seructom or obtain Electrical Perselt *on
oondibon may be Lh! tnibjed of a State LabOr & Indushies
enforcement ccun
PROPOSED SITE PLAN
IEW MONTESSORI SCA* LE': 1/8"
OLYMPIC V
18530 76TH AVENUE W
EDMONDS, WA 98026 6/241201-0.
ppFtOVED Sy � PLAWANG
';P
CIF C, 0 0
0-P
. q_P 011
CONSTRUCTION TYPE _r6
OCCUPANCY GROUP
OCCUPANTI-OAn
City of Edmonds Budding DePar6ent
AppRoVED PLAN PARKING SPACES REO'D
PARKING SPACES PROPOSED
APPROVED By ENGINEERING BARRIER FREE PARKING SPACES =11�
Date:
CITY
OF EDMr%,r%
CITY OF EDMONDS
BUIL ING,_PF�A T�ENT
WORK
ADDRESS —1 EM - -7/6 ;kj tL)
OWNER 1�
APPROVED 11DATE: �1/01/10
IBLDG. OFFICIAL
z
PERMIT NUMBER
I O?D/() -033-,-5
CHRISTINA
MERKELBACH
design
2015-920-8502
145921stAVENUE, SEATTLE,VVA98`122
CHRISTINA@CHRISTINAMERK.COM
BUIL I
WORK I G DEPARTMENT
AD RESS
0 FR
APPROVED DATE-
BLDG
OFFICIAL
PERMIT NUMBER
CITY COPY
,Aj 4 -4,1-
RESUB-
JUN 2 4 2010
Al.
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Schematic Only - Not to Scale
H
NIAX [
Rock Wall Section
2
ef
X_
It ve
V, Rock Wall Elevation
1+
Keq I AD. The long dimension of the rocks should extend back towards the
cut or fill face to provide maximum stability. Rocks should not be
stacked like shoe boxes. They should be placed to avoid
NOTES: C01-111111.10US pini pkines in vertical or lateral directio . Whenever
possible each rock should bear on two or more rocks below it, with
• Rock wall construction is a craft and depends largely on the skill good f lat-to-f lat contact.
and experience of the builder. All rock walls over 4 feet in height should be constructed on basis
• A rock wall is a protective system which helps retard the of wall mass, not square footage of face.
weathering and erosion process on an exposed soil face.
While by its nature (mass, size and shape of the rocks) it will
provide some degree of retention, it is not a designed or
engineered system in the sense a reinforced concrete retaining
wall would be considered designed or engineered.
The degree of retention achieved is dependent on the size of the
rock used; that is, the mass or weight, and the height of the wall
being constructed. The larger the rock, the more competent the
rock wall should be.
Rock walls should be considered maintenance hems that will
require periodic inspection and repair. They should be located so
that they can be readied by a contractor if repairs become
necessary.
• Maximum inclination of the slopes above and behind rock walls
should be 2.1 (HorizontalNertical).
• Minimum thickness of rock filter layer B = 12 inches, Minimum
embedment D = 12 inches undisturbed native soil or compacted fill
placed in accordance with report recommendations.
• Maximum rock wall height H feet.
• Rock walls greater than 8 feet in height to be installed under
periodic or full time observation of the geotechnical engineer.
• Rock should be placed to gradually decrease in size with
increasing wall height in accordance with geotechnicall engineers
recommendations.
• Minimum widthof keyway excavation, W. should be equal to the
thickness of the basal rock (as determined by geotechnical
engineer's design) plus B.
\A'^
Approximate Approximate
Size
Weight - lbs. Diameter
1 Man
50-200 12 - 18'
2 Man
200-700 18 - 28"
3 Man
700- 2000 28 - 36'
4 Man
2000 -4000 36 - 48'
5 Man
4000 -6000 48 - 54'
6 Man
6000 -8000 54 - 60"
Ref , erence: Local quarry weight study using average weights of no
less than six rocks of each man size conducted in January 1. 1988.
LEGEND:
Drainage materials to consist of clean angular 4 to
2 inch spalls, or other material , approved by the
geotechnical engineer
Surface seal: may consist of impervious soil or a
fine free draining granular material.
Undisturbed firm Native soil
Drainpipe: 4-inch minimum diameter, perforated or
0
slotted rigid plastic ADS pipe laid with a positive
gradient to discharge under control well away from
the wall.
F±1
Designates size of rock required, i.e. 4 man.
TYPICAL DETAIL
NATIVE CUT, ANY HEIGHT OVER 4 FEET
Rockery Wall Notes
Rockery wall not to exceed 3 ft high.
All work will be done 'as per City of Edmonds Rockery and Retaining
Wall Reqirements.
Door and Door Hardware Schedule
I
1. Solid wood exterior door Hardware to knerled to HCcodes
2. Same same /�AUST 196 L_F_VEW-� PIAL4.;
3. Solid wood interior door same Of�
4. 1 hr rated ubc ire door same
I %-4-,4as PC 1R.. VA.,A—. e-ake-
5&6 Metal exterior door(double) same
Doors
Sec. 3106. (j) Doors. 1. General. Door� required
to be accessible shall comply with Section',3304 and
with provisions of this section. For the purpose of
this section, gates shall be considered to be doors.
An accessible gate or door shall be provided
adjacent to any turnstile or revolving door. Where
doorways have two independently operated door
leaves, then at least one leaf shall comply with this
section.
2. Clear Width. Doors shall be capable of being
opened so that the clear width of the opening is not
less than 32 inches.
EXCEPTION: Doors not requiring full userpassage.
such as shallow closets. may have a clear opening of
not less than 20 inches.
3. Maneuvering Clearances at Doors. Except as
provided in Section 3106 (aa). all doors shall have
minimum maneuvering clearances as follows:
A Where a door must be pulled to be opened.
an unobstructed floor space shall extend at
least 18 inches beyond the strike jamb.
B Where a door must be pushed to be opened
and is equipped with a closer and a latch.
an unobstructed floor space shall extend at
least 12 inches beyond the strike jamb.
C. Where two doors are in series. the minimum
distance between two hinged or pivoted
doors shall be 48 inches. in addition to any
area needed for door swing.
4. 'Thresholds at Doors. Thresholds at doors
shall comply with Section 3106 (f).
Sec. 3304. (b) Swing and Opening Fo,!c'e Exit
doors shall be of the pivoted or side -hinged swin,ging
type. Exit doors shall swing in the direction !of exit
travel when serving any hazardous area or when
serving an occupant load of 50 or more. The door
latch shall release when subjected to a 15-pound I
force. and the door shall be set in motion when
subjected to a 30-pound force. The door shall swing.
to full -open position when subjected to [a] 1 5-pound
force. Forces shall be applied to the latch side:
except that at exit doors within the accessible route
of travel such force shall not exceed 8.5 pounds,
and at sliding and folding doors, andiinterior
Swinging doors such force shall not exceed 5
pounds. At exterior doors where environmental
conditions require greater closing pressure, power
operated doors shall be used within the accessible
route of travel.
I
RECEIVE:'D
J U L 12 1994
PERMIT COUNTER
C�N
CN
_<:C0
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OMER NANIE/NAME OF BUSINESS
�L L
D W. r
W MAILING ADDRESS
0. bo �, 696
CITY 41P TELEPHONENUM ER
ty t
'0 12D -3tV
ADDRESS
L)
cc ZIP TELEPHONE NUMBER
< CITY I I
VZ11: : PERMIT �
ZONE NUMBER 940484.
JOB SIUITE�APT #
ADDRESS
EGAL DESCRIPTION CHECK
SUBDIVISION NO.
I NO
4
PUBLIC RIGbIT QE WAY PER OFFICIAL STREETJAP.
COW
TESCP Approved 0
RW Permit Required 48,
EXISTING REQUIRED DEDICATI N
0
Street Use Permit ReQ'd 13
Inspection Required
PROPOSED
Sidewal� Required 0
cc
W
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YES 0 NO 13
3:
4EMARKS
Lit 6 - W I g', [e, CA f
cc
u,
W
Z
ME �,f V N �Iu
U f6 Ilk LO e1q (4
kDDRESS JENGINEERING MEMO DATED REV EWED BY
SAA16 I
1TV ZIP IFTELEPHONE NUMBER
ST TE LICENSE NUMBER XPI ATE
;92u6-5,cro(01
;x, .,K ., .0,77
SIGN AREA
ALLOWED OPOSED
/R
12.1
SEPA REVIEW
COMPLETE JEXEMPT
EXP
DB NO
qillt_ I
SHORELINE 0
Z
in
Legal Description of Property - include all easements 04JU7
�0 :76 ve, aj
CU ?NG REVIEW BY —7 It f��
eowpci� Sa vlboT"
-Fr--P-"ty 00 FT OF 6 195'L OF C: ILL.") rT OT
T x A cou
P:111C No.
Uj,
SETBACKS — FEET HEIG;�i6T COVERAGE
FRONT 7-10 SIDE if REAR 0 -71
fl�MARKS
f
RIEW RESIDENTIAL PLUMBING
ADDITION Z"'COMMERCIAL MECHANICAL
EIREMODEL APT. BLDG. SIGN
GRADING FENCE
REPAIR cYDS. x _FT)
WOODSTOVE SWIM POOL
DEMOLISH INSERT HOT TUB/SPA
GARAGE iETAINING WALL/
CARPORT .W9GrCRERY RENEWAL
4 �'. !,_8
C
2%6y
TYPE OF CONSTRUCTION
M—/j/
CODE
OCCUPA
G
SPECIAL INSPECTOR I
REQUIRED
C3 YES
AREA
OCCUPAt4l
:REMARKS
PROGRESS INSPECTIONS PER UBC 305
(TYPEOF U S CTIVI Y) EViMN:
s
MIN 4246'
(L
W
0
in
0—.
-
ne
NUMBER i
OF
STORIES.,I I I
NUMBER OF
6WELLING
[UNITS�
CRITICAL
AREAS
NUMBER
q
OESCRIEleWoOf�.TO BE DONE (ATTACH.PL I
WW D.- fP-Vxt-7
fit& INSPECTION REO'U'IR'ED
VALUATION
FEE
P LAN CHECK FEE
379
xtar 4W1C1eA_1K4,y C, .0. r."W 011!*V40315
,eo;r Ave
BUILDING
//�,F,4420 Z.
c:k43
C'e-1
HEAT SOURCE- I
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GLAZING %
-7
PLUMBING
_6�_40146__
Plan Check No.
MECHANIqz //
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- ; %, I. — —
GRAD16GIFILL
_--
This Permit covers work to be done on private property ONL
Any construction on the public domain (curbs, sidewalks,
driveways, marquees, etc.) will require separate permIssion.
�i A.T. - E . SUF�IbHARGE
Permit Applic . ation: 180 Days
Permit Limit: 1. Year -Provided WA Ii S`tarted Within 1180-0'ay�s
RM D4NAGE
STO FEE
ENG. INSPECTION FEEZ296
in
20
2
cr
<
0
I
"Applicant, on behalf of his or her spouse, heirs, assigns and
successors in interest, agrees to Indemnify, defend and I.Vjw
harmless the City of Edmonds, Washington, its officials,
employees, and agents from any and'all claims for damages o f
whatever nature, arising direct ly 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."
30
PLAN CHECK DEPOSIT
TOTAL AMOUNT DUE
IASI
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-th.e duly
authorized agent of the owner. I agree to comply with city and
THIS PERMIT
This application is not a permit until
state laws regulating construction; and in doing the work authoriz-
AUTHORIZES
THE
signed by the Building Official or his/her
e, hereby, no person will be employed in violation of the Labor
"'
ONLY
WORK NOTED
Deputy; and fees are paid, and receipt is
od,V" ting to Workmen's Compensa-
C f the State o,�Washington rela
acknowledged in space pr ovided.
tion urance an(:rRCVV'%18-27.
INSPECTION
.
SI NA RE IN
DATE �IGNED
r—
DEPARTMENT
CITY OF
OFFICIAL's SIGNATURE DATE
EDMONDS
CALL FOR
AELEAS 91 tI DATE
ATTE TION
INSPECTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
BEEN MADE AND APPROVAL 08
771-0220
ORIGINAL — File YELLOW — inspector
U ' NTIL A FINAL INSPECTION HAS
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3.
PINK — Owner GOLD — Assessor
Z
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. . . ... ... I
NT�SSORI
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�M
VIEW
118530 76TH AVENUEM,
[EDMONDS, WA 98026
I
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8
APPROVED By PLAWING
A I'VP
CONSTRUMION TYPE
OCCUPANCY GROUP_ SZ-Z
OCCUPAW ff)AD
City of Ednionds Buflding Department
APPROVED PLA N
F4 L
APPROVED By ENGINEERING
late'. vk 540 to
CHRISTINA.
MERKELBACH
design
206-920-8502
1459 21st AVENUE, SEATTLE, WA 98122
CHRISTINA@CHRISTINAMERK.COM
PARKING SPACES
PARKING SPACES PROPOSED
BARRIER FREE PARKING SPACES..Z�"
I
V,ev � I
F EDMONDS
UIL ING DEP -
WORK ARrMENT
ADDRESS
OWNER
A PPROVED DAI:
BLDG.
OFFICIAL
PERIWIT r4UpA
13ER
RESU
JUN 24-2010
CITY COPY A 1
/,o/z-
18530 76TH AVENUE W
EDMONDS, WA 98026
GENERAL NOTES:
1. CHANGES IN ELEVATION LESS THAN IZ'SHALL BE BY RAMP AND COORDINATED WITH TEH BUILDING INSPECTOR.
2. REFER TO HEARING EXAMINERS DECISION ON CONDITIONAL USE PERMIT (PLN201000025) FOR CONDITIONS OF APPROVAL
PROPOSED SITE PLAN
SCALE: 1/8" = 1'
3/11 J201 1
�7�
w
M
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w
I f,
P I A t
c- nING
Zone ..... Comer
Setbacks EgLuired Ac—tual
Front
Sides
Rear
Other
04 Ek-ght
-----------
CHRISTINA
MERKELBACH
design
206-920-8502
1459 21 st AVENUE, SEATTLE, WA 98122
CHRISTINA@CHRISTINAMERK.COM
PARKING �PACES REQ'D.-
PARKING SPACES PROPOSED.
BARRIER FREE PARKING SPACES:
APR - 12011
DEVELOPMENT SERVICES cTR.
CITY OF EDMONDS
w,we"Al
ro �#,'
N/
RECEIVED
APR - 12011
D LOPMENT SEFMCES GTR.
EVELJ
C�y OF EDMONDS
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EROSIONISEDIM
AL L LIMITS 0 . F CLEARING AND AREAS OF- VEGETATION PRESERVATION AS
DESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED. IN THE FIELD AND
OBSERVED DURING CONSTRPCTION.
AH REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE
CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR
OTHER CONSTRUCTION TO INSURE THAT SEDIMENT -LADEN WATER DOES
NOT ENTER THE NATURAL DRAINAGE SYSTEM. - ALL EROSION AND
SEDIMENT FACILITIES SHALL BE, MAINTAINED IN A SATISFACTORY
CONDMON UNTIL.SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS
COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE
IMPLEMENTATION MAINTENANCE, REPLACEMENT AND ADDITIONS TO
EROSION/SEDIMEkATION CONTROL SYSTEMS SHALL BE THE
RESPONSIBILITY OF THE PERMITTEE.
THE EROSION AND SEDIM ENTATION CONTROL SYSTEMS DEPICTED ON
THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENT TO MEET
ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND
UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE
-SHOULD. ANTICIPATE THAT MORE EROSION AND SEDIMENTATION
CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE
SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF
CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF
THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE
CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIESO
M REQUIREMENTS, AS MAY BE NEEDED TO
OVER AND ABOVE MINIMU ER. . QUALITY OF THE
PROTECT ADJACENT PROPERTIES AND WAT
RECEIVING DRAINAGE SYSTEM.
ANY DISTURBED AREA WHICH HAS 13EEN STRIPPED OF VEGETATION AND
WHERE NO FURTHER WORK IS ANTICIPATED FOR APERIOD OF 30 DAYS OR
MORE MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS
PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT
APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE
WILL BE ACCEPTABLE ONLY DURING --THE MONTHS OF APRIL THRU
SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED OUTSIDE THE SPECIFIED
'TIME PERIOD WHENEVER IT is IN THE INTEREST OF THE PERMITTEE, BUT
MUST BE AUGMENTED WITH MULCHING, NETTING, OR OT HEVIlkEiz�TiVIENT
APPROVED BY THE SOILS ENGINEER.
I MAINTENAME
SILT FENCES AND FILTER BARRIERS -SHALL _'E INSPECTED IMMEDIATELY
AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED
RAINFALLANY REQUIRED.REPAIRS, SHALLBE MADE IMMEDIATELY.
ER BARRIER DECOMPOSE
,SHOULD THE FABRIC ON A SILT FENCE OR FILT
OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE
LIFE AND THE BARRIER STIH BE NECESSARY, THE FABRIC SHALL BE
-REPLACED PROMPTLY.
SEDIMENT DEPOSITS SHOULD BE REMIDA19D AFTER EACH STORM EVENT.
THEY MUST -BE REMOVED WHEN DEPOSITS RLA.CH APPROXIMATELY ONE
MIGHT OF THE BARRIER.
HALF THE H:_
EMAINING IN PLACE AFTER THE SILT FENCE OR
ANY SEDIMENT DEPOSITS R
R IS NO LONGER -REQUIRED, SHALL BE DRESSED TO
FILTER BARRIE D AND SEEDED.
CONFORM WITH THE EXISTING GRADE, PREPAR . E
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CONSTRUCTION SC EDULE
ATTEND PRE -CONSTRUCTION MEETING.
FLAG PROPERTY LINES AND CLEARING LIMITS.
MNST S290% MAION ENTRANCE AS REQUIREb:
INSTALL DETENTION PIPE.
KEEP EXCAVATED SLOPES COVERED WITH PLASTIC.
EXCAVATE BUlDING ARE-k
POUR FOUNDATION AND RETAINING WALL FOOTINGS.
POUR FOUNDATION AND RETAINING WALLS.
WATERPROOF ALL FOUNDATION WALLS.
pAFMALLY BACKFILL FOUNDATION WALLS.
INSTALL ALL ROCKERIES.
INSTALL UNDERSLAB PLUMBING.
POUR CONCRETE SLABS.
COMPLETE BACKFILL FOU NDATION WALLS.
INSTALL DOWNSPOUT PERIMETER DRAINS. CONNECT TO DETENTION SYSTEM.
FINAL GRADE AND PAVE.
UPON COMPLETION OF LANDSCAPING, REMOVE TEMPORARY EROSION CONTROL AND
CLEAN UP SITE STORM DRAINAGE SYSTEM.
ALL ROOF DOWNSPOUTS AND FOOTING DRAINS WILL BE TIGHTLINED TO THE DRAINAGE
SYSTEM SEPARATELY.
NO CONCENTRATIONS OF STORM RUNOFF WILL BE DISCHARGED TO GROUND SURFACE.
ALL SITE WORK'IS TO BE CONDUCTED DURING DRY WEATHER.' W THE EVENT OF RA!'.-., ALL
EXPOSED SLOPES WILI.- BE COVERED WITH PLASTIC AND THE EXCAVATION KEPT DRY BY
PUMPING OR BY OTHER posmV8 DRAINAGE MEASURES. -
EXCAVATION WILL BE PERFORMED WITH LIGHTWEIGHT EQUIPMENT.
NO CUT SLOPES ON THE SITE SHALL EXCEED: 2HAVTEMPORARY
PERMANENT
NO SIGNIFICANr I REES ON SITE.
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