HomeMy WebLinkAboutLetter of request form for 3007 West 3rd Place kp
t~ > City of Anacortes
t", Engineering and Development Services
e,,,�T Engineering Service Request
Request No. L j Date In 3 Customer Contact Information
Requested Via [] Phone Time In [! 8_ 10 am First/Last Name f o ! j
Front Desk ® Company
10- 12 am -1
lif:
Appointment 12- 1 pm r , r7—� —�
Email ® 1 3 pm Street Address 11 :229i,,ATE/ g 5 �
IN Fax [] 3 -5 pm City, ST ZIP ?e4B4fzi-k[iel `7_2<l
[i] Mail Phone j/6Q-_- 6x 1e 7 iI ri
Fax Ljr1/C _____ - _i E]
Email Q _I11.5kYi1..gOTkin_r q
Customer's Request
a GC 1S-_s Lot
(/I/fry i ( )?), L Y ui I �5 a k-� --404
EDS Staff Responding L' . i Date Completed I OL Fee $0 00
Staff Response
1. I -�r�,-e_ l c�i Ci
i
a- LoT `cams {-,r L �- 1
I
Documents Provided
100 sc-iaL -i L VI"( ► er? L1111-‘ C I D t r1 PiaAi=1' s- `3 l 4a .. r.
ebS x.WD l`3�it, --04\- -10 33kJrL e - 1 R(-
$.11v) 4,..-1 PLV ia ) +�aS`- :eXl'�
City of Anacortes
Engineering Department
P.O.Box 547
Anacortes,WA 98221
(360)293-1920
(360)293-1938 FAX
engineering@cityofanacortes.org
Open 8 a.m.to 5 p.m.Monday- Friday
t
J' F
ANACORTES PUBLIC _ ..
P.O BOX 547, ANAWATES, we 98221 P (360) 293-1919
ROB Ri' H';rd'E'' , i1f4 CT € FAX (360) 293-1938
k � �� A _(19�ii a bobtunle@cityotonocortes.org
e
May 22, 2006
Mr. Jay Smith
13620 State Route 9 SE
Snohomish, WA 90296
Subject: Required Improvements for proposed Rear Lot Access to 3007 West 3rd Street
Dear Jay,
Thank you for your March 13, 2006 Engineering Service Request for required improvements for
rear lot access to 3007 West 3rd Place. On May 9, 2006, I emailed to you a PDF drawing of the
below mentioned required improvements. This letter is a follow up to the PDF drawing.
Based on your Service Request, discussions with you at the counter and a site visit, the
required improvements are:
1. Main access to the property will be off of West 3rd Place.
2. Install a driveway approach. See attached City of Anacortes EDS Standard Detail ST-04
"Sidewalk Barrier Free Route of Travel". The applicable part of this detail is "Sidewalk
Interrupted by Driveway". The sidewalk and driveway approach shall meet ADA
specifications.
3. The asphalt improvements on Erie Avenue, extended, shall be 20-foot in width with a
thickened edge. The drainage for this portion of paving shall be designed to not allow the
surface runoff to drain across the driveway approach.
4. Maximum grade allowed, per the Anacortes Municipal Code is 12%.
5. The asphalt improvements on West 4th Street shall be 20-foot in width with a thickened
edge. This will allow for future potential access from the easement above for ingress and
egress.
6. Provide a drainage system for the new asphalt.
7. Improvements shall be designed by a Professional Engineering Licensed in the State of
Washington.
8. Subject to Engineering Review and Construction Inspection Fees. See attached forms.
If you have any questions, please do not hesitate to call me at 360-661.3468.
Sincerely,
CITY OF ANACORTES
Steven R. Lange
Project Manager
CC: Bob Hyde, Fred Buckenmeyer, Dave Walde, Don Measamer, Rick Harvey
6.Cas,r W7o..tewaster St G€''.s w Storm Droirow f.ngineering .L'i CI .fstt;
tons oont n crnd Equipment *Capitol Projects *Development Services
,
20 K` J�/;
13
1.404
i 1g02
� is q
1 , No
/
\\ `, �*
-v , /'- /
r
/ :� 1319,r
3033 /%j/� �� \j f�,
r=' /��, fi b 131' \� ,f i
301� \� ! 13 \
�` f
--21` e iy c:\. 3. /
v `
\qW <
14. mac \
' t ' J,' \v a, s 300 d
,a
: 4/...1 ;,',..-4$tP V ‘
.. „v Cfl ` 's' ooS /v ' •y am - ` '' ,
.- . ' \ ....., \,
�> / t 001 \ to
i ✓1' / _ pia a
,c` ,,. "v'.a l E Q1� /� /� •s` r'r�i Jr; \`\,. \ ` 'i` �`•sa=,,`�:r} \C'4
f rya t� age 1 \�' D''''` z 1«-
4",....'"`"-- .-c1,%. (,sis'io19 .,-- \-!,°."1,,V." , ,,.' I 1i \\,:,\ c\,.. ‘.6. r'" *--- , =,<
/ ' /J♦,0,55. si* / f // ` , /;o,re< \30°9. j �1"sb
." ,, l'" o%� % y ♦ /l am\ o
. ; : , d\--. 110 ,,,°;-> , ' / .- ° ,--"T"
F ��j(`'^ J '/ .d / •B"mot �f I
7 �
2 SA i / ' a 4
4
4-C.O - -•' ,'lam �-.t \ 16p1
, o F !• i' r� d�"". ..,,
S / F' 6 ` a ...
/! /// 5 16
\\ ,\ \opt=t-* '\
,o ANY.; I
�r�(.\\b. \ /
` 311 w� �� 1.08 �,�r ,
/L—
mx ! s 1612 /-
K
A
A 1Lw
9_, SIDEWALK
ZA
w
� a
o B DR
I I CURB IVEWAY RAMP OR
oV
SIDEWALK BEHIND RAMP N.T.S.
A
w w
a �s a DRIVEWAY OR
o E-SLOPE CURB ACCESS E-SLOPE SIDEWALK
1 I
ILn vir o
SbEW -4-4 TERURTS , DRWEWAY N.T.S.
LEGEND:
A. SIDEWALKS - 4' - R2 & R3 ZONES/5' AT HEAD OF CURB RAMP
6' - R4 & C ZONES
8' - CBD & C ® COMMERCIAL AVE.
B. PUBLIC WORKS DIRECTOR MAY APPROVE ALTERNATE
C. MAXIMUM SLOPE: 6% DRIVEWAY
D. MAXIMUM SLOPE: 1% AS PART OF SIDEWALK
E. MAXIMUM SLOPE: 1:12 SLOPE IN LINE OF SIDEWALK
SCALE: NOT TO SCALE G�Sv op DETAIL: ST-04
DRAWN BY: S.L.
FILE: ST-04 SIDEWALK ROUTE OF TRAVEL.DWG SIDEWALK BARRIER
EFFECTIVE DATE: REVIEW BY DATE: REVIEWER:
FREE ROUTE OF TRAVEL
01-20-2005 01-03-2007 q °
HYDE
APPENDIX A - STANDARD DRAWING 2006
Y Q�
ANACORTES PUBLIC WORKS DEPARTMENT
0 ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES
SITE INFORMATION AND PROJECT VALUE
OWNER:
SITE ADDRESS:
PROJECT DESCRIPTION:
PROJECT VALUE [PV]: (Page 3 of 3 Total Cost)
ENGINEERING PLAN REVIEW FEE
ENGINEERING PLAN REVIEW FEE ( .005 of Project Value) $
TOTAL ENGINEERING REVIEW FEE $
DUE AT TIME OF SUBMITTAL OF PLANS FOR REVIEW
CONSTRUCTION INSPECTION FEE
CONSTRUCTION INSPECTION FEE BASE FEE $ 500.00
CONSTRUCTION INSPECTION FEE ( .015 of Project Value) $
CONSTRUCTION INSPECTION FEE SUBTOTAL $
REDUCTION *
TOTAL CONSTRUCTION INSPECTION FEE $
DUE UPON CONSTRUCTION PLAN APPROVAL
* SUBJECT TO THE DIRECTOR OF ENGINEERING& DEVELOPMENT SERVICES APPROVAL, A 50%
REDUCTION TO THE CONSTRUCTION INSPECTION FEE MAY BE ASSESSED IF THE DEVELOPER
PROVIDES ON-SITE CONSTRUCTION INSPECTION AND CONSTRUCTION ENGINEERING THROUGH
PRIVATE CONSULTANTS TO THE SAME STANDARD AS THAT OF THE CITY.
Page 1 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number
APPENDIX D: INSP-07 JANUARY 2006
ANACORTES PUBLIC WORKS DEPARTMENT
`V ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES
CpIL
ENGINEERING AND INSPECTION FEE WORKSHEET (DEVELOPER DEDICATED ASSETS)
Engineering Project No. Project Location
Project Name Project Engineer Developer
The Developer shall enter the quantities shown on the construction drawings to be submitted to the City for
review. This document is used to maintain the City's inventory of Public Works infrastructure and determine
the amount of Engineering&Inspection Fees due to the City.
DESCRIPTION UNITS QUANTITY Unit Cost Total Cost FEE AMOUNT
6" L.F.
8" L.F.
10" L.F.
12" L.F.
15" L.F.
ce 18" L.F.
w —
24" L.F.
cn Other
2 Other
o Catch Basin, Type I EA
C Catch Basin,Type II EA
Storm Manholes EA
Ponds EA
Bioswales EA
Vaults or other water EA
quality measures
6" L.F.
8" L.F.
10" L.F.
tY 12" L.F.
15" L.F.
11.1 18" L.F.
cn
>- 24" L.F.
Other
z Other
to Sanitary Manholes 48" EA
Sanitary Manholes EA
Other
Lift Station EA
Page 2 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number
APPENDIX D: INSP-07 JANUARY 2006
(1, ter, ANACORTES PUBLIC WORKS DEPARTMENT
Lys `` ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES
cos
DESCRIPTION UNITS QUANTITY Unit Cost Total Cost FEE AMOUNT
4" L.F.
6" L.F.
8" L.F.
cc
w 12" L.F.
I-
a 16" L.F.
Other L.F.
Water Meter EA
Fire Hydrant EA
Street Construction
S.F.
Length_Width_
ci) Street Lights EA
w Street&Stop Signs EA
w -
Curb&Gutter L.F.
I-
Overlay, Asphalt TON
Overlay, Concrete S.Y.
Sidewalk S.Y.
Wheelchair Ramps S.Y.
Landscaping S.Y.
Trails S.F.
Stream Enhancement S.F.
Other
Other
Temporary
ce Erosion/Sediment Lump
Control** Sum
Earthwork C.Y.
_
Traffic Control
Erosion Control
Utility EA
Relocation/Adjustment
TOTAL COSTS $
Temporary Erosion/Sediment Control includes: Clear and Grade, Fill and Grade, ESC Supervisor, and Silt
Fencing.
Page 3 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number
APPENDIX D: INSP-07 JANUARY 2006