KEA SUB LT 1 - ZCPKodiak Island Borough
Community Development Department
710 Mill Bay Rd. Rm 205
Kodiak AK 99615
Ph. (907) 486 - 9363 Fax (907) 486 - 9396
http://www.kodiakak.us
Zoning Compliance Permit
?-1, Print Form
111
1
Submit by Email
11
Permit No. CZ2014-038
1
Property Owner / Applicant:
Mailing Address:
Phone Number:
Other Contact email, etc.:
Legal Description:
Street Address:
Use & Size of Existing Structures:
The following information is to be supplied by the Applicant:
Kodiak Electric Association
PO Box 787, Kodiak, AK 99615
907 486-7739
dscott@kodiak.coop
Subdv: K.E.A. Subdivision
1614 Mill Bay Rd
Block: Lot: 1
Warehouse/strg @ 4,078sqft; Warehouse/office @ 8,574sqft; Operations/office @ 4,101sqft
Description of Proposed Action: New 2 story 15,539 sqft office bld'g / hdqrtrs
Site Plan to include: Lot boundaries and existing easements, existing buildings, proposed location of new construction, access points,
and vehicular parking areas.
Staff Compliance Review:
Current Zoning: Business KIBC 17.90
PROP _ID 14267
Lot Area: 3.4 acres Lot Width: Bld'g Height: 50'
Front Yard: 40' c/I Mill Bay Rd
Rear Yard: 0'
Prk'g Plan Rvw? Yes # of Req'd Spaces: 81
Staff Compliance Review Notes:
Plat / Subdivision Requirements?
Side Yard: 0'
KEA Subdivision: Resubdivision of Lot 12 Bk 4 Airpark & Tract C-3, Tract D-3 & D-4 USS 1396
;; •
4'
Subd Case No.
Plat No. BId'g Permit No.
Does the project involve
an EPA defined facility?
Driveway
Permit?
Septic Plan
Approval:
Fire
Marshall:
If YES, do you have an EPA Return Receipt of
Notification?
"Permit will not be issued until receipt is submitted to
Applicant Certification: 1 hereby certify that 1 will comply with the provisions of the Kodiak Island Borough Code and that I
have the authority to certify this as the property owner, or as a representative of the property owner. I agree to have identifiable
corner markers in place for verification of building setback (yard) requirements.
Attachments? Site Plan List Other:
Date: Apr 17, 2014 Signature: Darron Scott
This permit is only for the proposed project as described by the applicant. If there are any changes to the
proposed project, including its intended use, prior to or during its siting, construction, or operation, contact
this office immediately to determine if further review and approval of the revised project is necessary.
THIS FORM DOES NOT AUTHORIZE CONSTRUCTION WHENA BUILDING PERMIT IS REQUIRED.
** EXPIRATION: A zoning compliance permit will become null and void if the building or use authorized by such permit is not
commenced within 180 days from the date of issuance, or if the building construction or use is abandoned at anytime, after the
work is commenced, for a period of 180 days. Before such work can be recommenced, a new permit must first be obtained. (Sec.
106.4.4 Expiration. 1997 UBC) per KIBC 17.15.060 A.**
CDD Staff Certification
Date: Apr 17, 2014.
CDD Staff: Martin
Payment Verification Zoning Compliance Permit Fee Payable in Cashier's Office Room # 104 - Main floor of Borough Building
Not Applicable
Less than 1.75 acres:
1.76 to 5.00 acres:
5.01 to 40.00 acres:
40.01 acres or more:
After -the -Fact 2X the published amount
17 moo ❑ $0.00
17 $30.00 `� ❑ $60.00
I] $60.00 ❑$120.00
n $90.00 p 10 r $180 00
❑ $120.00APR 17 NA❑ $240.00
KODIAK ISLAND BOROUGH
FINANCE DEPARTMENT
ter ----7/T
5' EXISTING
d ASPHALT SIDEWALK
MATCH NEW AC TO EXISTIN0/HALT SIDEWALK
—
153 LF
11
MILL BAY ROAD
D".1
— ASPHALT SIDEWALK- ---.
090050
205
PAINT MARK NWPER
DETAIL THIS SHEET
*1
CHAIN LINK
FENCE, 0'
NIGH, 9 GAUGE
END C5G
STOP SIGN, RI -1. 24•X24'
24' WHITE STOPBAR PAINT MARKING, 11P
RETAINING WALL - EAST'
'7T�7Ti1 //
CONNECT T
EXISTING
POST. TIP.
958925'
CONCRETE
TRANSFORMER
PAC
LANDSCAPED AR
RETAINING WALL - WE
CE SEE ARCHITECTURAL
SHEETS; FOUNDATION PER
DETAIL 5. SHEET C5.1
}
V WHLTE PAINT
MARKINGS, TIP.
46-
CR AlK a
CONCH SLEW jE
■
10' ± CURB
TYPE TRANSITION
ACCESSIBLE RAMP SEE DETAIL 2, C5.1
SETFENCE END POST AT FACE OF ■ —
RETAINING WALL, TYR, 1/2. 5102 MAX
AIN LINK FENCE, Vl
IGH, 9 GAUGE
BIKE RACX.
SFE
ARCHITECTURAL
IIIIIIII■
CT TO
POST, TYP.
EMERGENCY
GENERATOR
PAO CONCRETE
VEHICLE CANOPY,
ALTERNATE /I
ROCK LINED DITCH
SEE DETAIL 8. 08.2
3'X5' CONCRETE STOOP
SEE NOTE 2
KEA, HO BUILDING
TOP FF ELEV.. 109.00
BOTTOM FF ELEV.. 94.00
GARAGE FF ELEV.. 90.00
EXISTING
5748.40£
2' CONCREi1
EXTENSION
R009LINED
DITCH TO CLEAR
BASE OF STAIR
STRINGER, TIP.
JUTE MESH FABRIC
MATTING, SOL
STAB ILI EATON, SEE
DETAIL 8. 09.2
5' GRAVEL
WALKWAY
MATCH EXISTING
HALT. T1P,
NEW ASPHALT
PAVEMENT
2nd STORY ROOF OVERHANG
FOR COVERED CARPORT
CONCRETE PAD PER
DETAIL 1, 08.3
KEA CURRENT AND
FUTURE STACIN0
ANO STORAGE
59131100
MATIONS
1.82_s0
MATCH LINE - THIS SHEET
1
9.0'
71P.
5.0'
GRAPHIC SCALE
20 0 20 00
SCALE IN FEET
1DLE SYMBOL 1421
(FORM
DEVICES
H ALMA TRANSITION
SIDEWALK
CENTER SIGN
IN PARKING
SPACE TSP,
RESERVED
PARKING
SPACE 51GN
R7-0. 12'+10'
0
PAINT MARKING
CENTERED IN
PARKING SPACE
4' WHITE PAINT
MARKINGS TYP.
4' WHITE PAINT
MARKINGS AT 2A'
8.0' Cr 1Y'P.
182851TIrr_ FLIP OF CURB/EDGE
OF PAVEMENT
BAP{ OF CURB
RESERVED PARKING
SPACE SIGN 87-9,
12'81r 0928 1117-11A
12'*8' (0AN ACCESSIBLE)
1
1.0'
ACCESSIBLE PARKING
PAINT MARKING PLAN
NOTES
1. SEE SHEETS 05.1, C5.2, AND C5.3 FOR TYPICAL SECTIONS,
2. CONCRETE STOOP DEPTH IS 4" AND SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE CONCRETE SIDEWALK DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR COORDINATION OF
BOLLARD LOCATIONS AND QUANTITY
SCALE: N.T.5
MATCH LINE - THIS SHEET
0
•
CNJCHE'NOF STREET
S
D'+�{
•O E a
apg
27
X509100
wa
C2.3
z
a
003
1
- - EXISTING 0088
RELOZ1E12D7P/P
WATERMAIN ±10 LE-
„,
7:1 2,Y40:11:1 8
----161-QPWFT1
/1 - 108
,B5EouNLINZ, :OF; 71,-,-117,1-0
9
46k '111
• 014 3- 1. -1
le XII.) • •;:i
BEGIN GABION RETAINING WALL SUBDRAIN
CONNECT RETAINING WALL SUBDRAIN
TO FOUNDATION SUBDRAIN WITH 61
DIA CPEP, TYPE 5, 5 LEI
END GABION RETAINING WALL SUBDRAIN
L
I Os-.
8. DIP
EXISTING
STORAGE
EE=92. 20,
4.0(854
4780054
109880 for
4
loading
•
KEA
BUILDINO
o1."1
prop000d Waling -15.525
GSF of .Nal '4442710
isofficos .12.057 SF to
3001110 0(54.7 825800
um. Nan garogefshop
as Llano go,'”
31
I
END FOUNDATION SUBDRAIN. 6" DIA. CPEP, TYPE SP
CONNECT TO 60260811014 SUBDRAIN WITH 6. DIA. CPEP,
20 LEI. DAYLIGHT TO ELEVATION 90.0
,• ////.
80V;(4./ oA
.1.
0
r -1
34
35
36
41
1,1
172-
4,5
, Lading
4. PVC Li."1/
4' PVC CPEP
I
45
47
92=.
4
50 ,'WATER LOWERING i .,' I I ,
IF REQUIRED -,
1" bad88-oFF4 _
-9--
, rB5—.-V:7-.14r
---`'.- /
' ' 1 1 ,...
7/ I tl \ ii‘` 1 ''''
, t 1 \
,
......
...--I-_-_- -_-_--------Z.-5-0"- .
s.,-_,..—_ ........ 11171:15:158 ri-rrr 164 66 66 1166141 6
\ N:'
--..,.. - )- 4 .....-1 _ .-
44.1.-F,, .• , -4,--...-........(74.
43 '.44..
'0...a_ 0 ,..,
0/"..... -, ...ff.:
-4-' . -.1 CH'.--ICHENOTSTREEF'--(
-
EXISTING WAREHOUSE
EF.86.83 4
030(495,
10p(0008(044./r04
"•••• lombavaronooso . •
9LOCA1E 'AND' CONNECT, TO EXISTING, 3'.
018 WAlER,SCE DEP11-1, UNKNOWN
5 spocas romoroo lot Oa
87 1
85
,84
85 E12 81 50
/ CONNECT TO EXISTING SONG
9
k 73k
7
10 EXIST/NG
l,32088 ' R4371.6"717,01' 4
wpm. fa .9811
-."., nand. 1.
,;//////222A254SECX-
74175
78
7
7879
• Ar4
•
A
perklraggiculatIons
Total parking required for sum all all buildings: 79 (87 provided)
Handicapped accessible stalls required: 4 (4 provided)
Loading spaces requited: 1 per building = 4(4 provided)
8 10
NEW 9821401.10. CONNECT TO 601ST1510 SEWER SERVICE.
0010191 OF SANITARY SEAER PIPE IS UNKNOAN
00.
GRAPHIC SCALE
30 0 30 60
8084,10 IN FEET
Kodiak Elechic Association
UTILITY PLAN
PIN
ONICTIPIPN
C2.7
Building
Existing Strg
New Office
Existing Warehouse
Existing Operations
Req'd Prk'g (Site)
Parking Plan Review for
KEA's New Hdqrtr Bldg Consolidated Site'
SQFTG Prk'g Req'd Spaces
4,078 Gross
4,078 @1/1000 5
15,539 Gross
2,000 @1/200 10
2,087 @1/1000 3
11,539 @1/300 39
8,574 Gross
1,125 @1/200 6
7,439 @1/1000 8
4,101 Gross
1,328 @1/200 7
2,773 @1/1000 3
Site provides 87
plus loading spaces 4
91