DRC20140012 (2).PDFDEVELOPMENT REVIEW COMMITTEE MEETING
(PLANS ATTACHED)
Date:
October 28,` 2014
To:
.Buil_din • _� _ Eng Pln ® Fire ®_ Leif ® Shane
From:
Jana
MEETING
THURSDAY — 11/6/14 DRC 2014.001 0012-
DATE:
MEETING TIME
3:00 p.m.
.'NAME:
Belmark, LLC - Aaron Metcalf
425.754.0149 '
SITE
LOCATION:
7704 Olympic View Drive, Edmonds, WA 98026
PROJECT:
21 — lot PRD '
Oita�h�a'.
City of Edmonds
DEVELOPMENT SERVICES DEPARTMENT
06 37&a0 may- do
y o4 F� yo DEVELOPMENT REVIEW COMMITTEE
MEETING REQUEST FORM
Location: Development Services Department
2nd Floor City Hall —121 5t" Ave. N.
Edmonds, WA 98020
Phone: 425.771.0220 Fax: 425.771.0221
TODAY'S DATE: 1 6 — ag -/y FEE: NONE REQUIRED
SUBMITTAL REQUIREMENTS
Please submit this information ONE WEEK PRIOR TO
Please submit 6 COPIES EACH of the following:
REQUESTED MEETING DATE to:
1. Site Plan
Building Division — Permit Coordinator
2. Vicinity Map
2nd Floor City Hall
3. Copies of this completed form
121 Fifth Avenue North
4. Pertinent background information
Edmonds, WA 98020
Meetings are held on Thursday afternoons at 1:30 and 3:00 p.m. for approximately 45 minutes.
Please indicate vour Dreference below.
DATE: I TIME:
APPLICANTICONTACT: Mr'NC'T-k
PROPERTYOWNER: /7CA eLAd 1r1
ADDRESS: %4e. '(O
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ADDRESS: y Q' ,r r G V,;I�
PHONE: f
CONTACT PHONE: 4.A6(7j
rCONTACT
f`- - L
E-MAILADDRESS: TD IOU (Y1Ca� I•�GiMGS �Go�
E-MAIL ADDRESS:
PROVIDE A BRIEF DESCRIPTION
OF THE PROJECT:
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Please note that the Development Review Committee is an informal opportunity for you and/or your representative to meet with staff and
discuss your preliminary ideas and concepts for your project. The intent of the meeting is to help to identify the major code requirements
that will need to be addressed and any significant site development issues that may relate to the project. The intent is for the meeting to
occur prior to considerable investment in plans and/or design work. You may wish to have your design professional (s) accompany you to
the meeting.
This meeting is an informal session to share information and does not constitute a review or tacit approval of the project.
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FNQWF,F,,IKI6 FOP PAi'5 AIN12 P19P' 5
Name: ANGLERS CROSSING •'1 File No.: P-05-1361PRD-05-137
Reviewed by: A. L. CHRISMAN 11S,� d�_icViVicinity: 7704 Olympew Pr.
F.nainP.erina Prnarnm Mai— or t�
12ecl'd prior to
I peq'd w/ bldq
Pond posted
Complete
recording
Permit
I , I,'Iqht5-of-waq for puRc 5treet5:
All streets within the proposed plat shall be paved, classified as
X
public streets and dedicated to the City of Edmonds except the
____
mergency access road. —ow.
The emergency access road shall be owned and maintained by the
X
—
homeowners within the plat (homeowners association). Use of the
access road shall be restricted to pedestrian traffic and emergency
vehicles only.
The proposed plat streets shall be designated as:
1{
--'-
East/West street-,184"' PL SW with access from 80`' Ave W
North/South street- 78`h PI W with access from Olympic View
Dr.
The right of way widths shall be as follows:
X
184`h PL SW- minimum of 45.00 feet.
78" PI W - minimum of 50.00 feet.
The cul-de-sac on 78''' PL W shall have a minimum radius of 45.00 --
feet
The %2 cul-de-sac on 184" PL W shall have a minimum radius of
X
—
- — -
—
45.00 feet.
2. �a5emer& ( Clttl utilities, rlvate access, other utllltle5) ;
Provide all public and private easements as required.
X
_
Abandon applicable existing public easements and replace with new
X -
- —
—
if required.
X—
_
Emergency Access road -connecting 184'h PL SW to 78`�' PL W -
Provide a minimum 30.00 foot wide utility and pedestrian easement
to the City of Edmonds.
3, Street Im rovement5 (. ACp with curb and utter.) ;
184`h PL SW: Proposed street shall be 31.50 feet wide from face of
X
_ curb to face of curb.
--X -
--
— --
----
78'h PI W: Proposed street shall be 31.50 feet wide from face of —
curb to face of curb.
Emergency access road: Proposed access road shall be paved
X
20.0 feet wide plus 18" asphalt thickened edges.
Provide on -street parking on one side of 184 PL SW and on one
X
side of 78°i PL W.
Construct 18" concrete curb along property frontage on Olympic
— X
----
- -
View Dr. Curb face shall be a minimum of 12.0' from the painted
centerline.
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5. 5Veet Iiil rovement5 (P'Cp wits curb and Otit r) ; cGAinued
Construct 18" concrete curb on the west side of 80" Ave. W. equal
X
to the length of the property frontage. Curb face shall be 12.0'
_ from the painted centerline.
Construct 18" concrete curb and gutter along both sides of 184'h PL
X
--- _- --
SW and both sides of 78`t' PL W except for the cul-de-sac. The
Cul-de-sac'shall have 18" rolled curbing per City Standards
Entrance radius improvements to 184"' PL SW shall meet -
- X -
—
-
geornetrics and 25r h speed posting on 80'h Ave W.
-
Entrance radius improvements to 78" PL W shall meet geometries
X
— and 25mph speed posting on_OI-ympic View Dr.
The first 20' of the approach landing on 184'h PL SW at the
_
—X
intersection with 80'h Ave _W_shall not exceed 6%.
_PL
____
The first 20' of the approach landing on 7 W at the
intersection with Olympic View Dr shall not exceed 6%.
Opticom operated type gates, approved by the Fire Department,
X
shall be installed at both ends of the emergency acc_ess_road.
Maintain a minimum of two foot (2') clear zone (shy distance) from
__ X -
—
all obstructions.
Install thermoplastic crosswalks and stop bars at: the intersection
X
_
of 80'h Ave W. and 184'h PL SW; and at 78'h PL W. and Olympic
View Dr.
Lots I -6 shall access from 184'1' PL_S W —
X
- --
--
Lots 7-27 shall access from 7— 8'h PL W
X —
—
---
—
Lots 4, 5 and 6 shall share a common driveway. The driveway
X
X
— -
shall be paved a minimum of 16.0 feet wide and the slope shall not
exceed 14%.
Lots 14, 15 and 16 shall share a common driveway. The -
X
X
driveway shall be paved a minimum of 16.0 feet wide and the
slope shall not exceed 14%.
Lots 18, 19, and 20 shall share a common driveway. The____
X
X
driveway shall be paved a minimum of 16.0 feet wide and the
slope shall not exceed 14%. _
Maximum travel lane cross slope shall be 2%. --
-- —
-!i_--
----
--
Street grade for both 184` PL SW and 78`h PI W s_hall not exceed
X
12%.
4. Street turnaround:
78'h PL W: A cul-de-sac is required and shall be paved to a
X
minimum radius of 35.00 feet (excluding curb/gutter).
1841h PL SW: t/2 cul-de-sac shall be constructed at the end of the
X
street.
51dewalk5 and/ or wAwa 5: PER CITY STANDARDS
_ Construct five-foot wide sidewalk on north side of 1841h PL SW.
X
Construct five foot vide sidewalk on both sides of 78`�PL W —
X
_
Construct a five foot wide sidewalk on Olympic View Drive alon-g
X
-_-_the entire property_ frontage.
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COU.StRiCt concrete curb ranips is required
--Construct
five-foot wide sidewalk on the west side of 80"' Ave W.
X
equal to the length of the propery frontage.
6. 51;7-cet liqlht5:
Install street lighting within the plat, at each intersection, and at the
X
end of the cul-de-sac. Spacing shall be deteym-i_ned by a licensed
Profess ion �! Engineer�: experienced Ap .enced in the trade.
_
Street lights shall be PUD's 100W/120V Cobra heads moLinted on
PUD's standard 30' fiberglass poles, and shall, be installed per their
standards.
7. Pla4irq 5trip:
N/A
X
B. Water System improvememt5 (plpellnc5, fire WrallL5, PLIMP, etc)
Install 8" ductile iron pipe water main within tke plat. Water main
X
shall be placed within City right-of-way and shelt connect to the
syst�m on 80'h Ave W and to the main Olympic View Dr. This
—syst,em shall not be connected to the 24" disenbution main.
Install 6" fire hydrants
X
Provide water service to each lot
X
X
Connect to public water system
X
X
The existing 24" water main distribution line across the pro
ject CJect site
X
shall be rerouted by installing a new 24" water, main distribution
11
line from 80,h
Ave W to Olympic View drive. The location of the
rerouted 24" main shall be within the City right-of-way of 184 h PL
SW* and 78,h PL W.
.9, 5anita-g 5ewer 545tem Improverner& ( pipellne5, purlip5, etc)
Reroute existing sewer main on site by installing, a new 8" sewer
X
main within the right-of-way of the 184" PL SW and 78"' PL W
and ,connect to the system on 80"' Ave W. and on Olympic View
Dr. Any services connected to the existing fine shall be connected
to the new sewer main. Remove old manholes, p1hag and abandon
the existing sewer main.
Provide new service laterals for each lot. Lateral's, fa—teval—s shall b—estubbed
X
X
to a. oint 10' behindLhe_pEop
Connect to public sewer system
X
X
10. Storm Sewer 5q5tem Improvemed5 ( p1pel ine5, pump5;, [90�, etc)
Provide storm sewer service to all proposed lots auid stub to a point
X
10' behind the property line
11
Provid e water quality enhancements.
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10. rr-tn scwer sustenl Improvemo& continued-
-Construct storm detention system sized to provide adequate
X
capacity for proposed single family dwellings and all street
improvements in accordance with ECDC 18.30. Infiltration will
not be permitted and the detention system shall be private and
located on private pn—ooLe'^tY_ _ .—. ------ ---- -
— - - —. —
The existing 24" storm drainage system across the project site
-- — -- — ---
X
—
between 80'h Ave Wand Olympic View Dr. shall be abandoned. A
new 24" storm conveyance system shall be constructed within the
Citti,_right-of-way of 184`' PL SW right-of-way and 78`' PL W and
shall connect 80'h Ave W to the system on Olympic View Dr. The
la' drainage system shall not connect to the 24" system
Downstream outfall improvements at Perrinville Creek will be
X
re wired. �
-- X
-- X
Connect to public storm system — —
11. On-slte drainage ( per Ord, 3013) :
.
Connect all new impervious surfaces to detention system.
X
X .
12. Linder round whin ( per Ord, 1381):
Re wired for all new services — -- —
X
X
— ---
--
-
15. Fxcavatlon and gradin ( per IBC, appenJlx J C 2005 edition)):
Submit a grading plan as part of engineered site plan.
X
X
14. 51 n e (per CI �n mcer):
All signs shall be vinyl letters and to City Standards. No silk
X
screened signs will be permitted._
Provide high intensity stop signs. Stop signs shall be installed at
—X
the following locations:
184" PL SW and 80" Ave W
78`r' PL W. at Olympic View
Provide "No parking anytime" signs along the opposite side of the
X
^---
—
— —
street of on street parking. --- ------
--
15. 5urvcq monumentatlon ( per Ord,, 5ectlon 12,10,120):
Provide concrete monument and case at all intersections and cul-
X
de -sac and within the plat as required ---�
— -----
--
--
16. As-bullt drawl s ( per Cl �n Ineer) :
Required for all utility construction.
X
X
11, Other re ulremcd5:
a. Plat showing lots, easements, legals, survey information
X
— b_Legal documents for each lot
X
c. Field stake lot corners (by Professional Surveyor)
X
-
_
d. Maintenance agreements
X
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17, Other regyirc-irsei ts; cont"mued
_
e. Utility levelo)ment Plan-------
f. Provide Ceo-Technical resort.-- -- - __
-- -- . ._
X
— -
g. Provide engineering calculations for any concrete retaining
- -- ----- _ - --
X
- _ -- -- -
-- -- —
--- --
walls, block walits, etc. that may be used for plat development only.
h. Clustered mailboxes required_ Postmaster to determine location.
_
X —
—
—
_
i. Lot driveway slopes must be identified on the development
-
X
Tans as not exceed 14%.
j. Traffic Study .—.`-----------------------
— X ----
-----
---------
--
k. Emergency access gates shall be maintained by the Homeowners
X
within the plat via the Homeowners Association. If not properly
maintained, the gates shall remain open until the gates are back in
_ proper operauuon. _—_
1. Paint 8" wide yellow stripe along flow lines on Emergency-- - - -
— - X.------_
--- ---
- — --- —
—
access road and paint " Fire Lane" at 25' alternating intervals.
The letters shall be 12" hioh with a 2" wide strock.
18, En Ineer1n
- a) Storm Systern Development charge (street only)( $ TBD)-
------ -
----_.X
b) Storm Systeffa Development charge (sfr)---$428/lot _�
--- -
-----
c) Sewer LID fees to be paid in full _
X
- -
_
d) Sewer Connection fee (new_ lots only) —� $730not
3/a
e) Water meter Fee (based on ") $550/meter '
_ -
_—X
X
f) Water Connection fee (new lots only) — $908/lot
_—
__
X
_
_
— ) Traffic Impact Fee _ $840.72/lot — - $H,_C99.44 _
—
_
X
---
h) Plan Review fee $1310 -----
--X_— — -
X
-- --- —
_ _
i) Plat ins ction fee (2.2% of improvement costs) $ TBD
To be determined (TBD)
Jr WA44"r"v 17 Jan 07
EYGINEERING PROGRAM MANAGER, CITY OF EDMONDS DATE
The Engineering requirements have been completed and the subdivision can be recorded.
Authorized for recouding by: Date:
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