HomeMy WebLinkAbout1992-004725 - land alteration PERMIT
CITY OF ORONO ,t PERMIT TYPE: USER DE INED
1335 Brown Rd. South • P.O. Box 66 Permit Number: 66472-5
Crystal Bay, Minnesota 55323 Date Issued: 10/21/92
(612) 473-7357
SITE ADDRESS: `
r,45 Tr tNKAWA RD
LSV
P . I . N . , 0-5- l 1
DESCRIPTION:
LAND. ALTERATION
User Perrrdt. Type LAND ALTERATION
REMARKS:
FEE SUMMARY: CITY OF EM
3134� C FICC
1
Ease Fee 5 7 ,i�i� 41 75.W #
Total 1 Fee --------�7.5, iris CHECK
75.00
RECEIPT—THA A* YOU
&156144 0441 X41 T10:49
- Applicant - OWNER:CFTTHL"NE
EXCAVATING 14,8-40448. TEMPLE ISRAEL
3066 SPRUCE ST 2424 EMERSON AVE
ST . PAUL MN 55117 MINNEAPOLIS MN 55408
(512) 484-0448 (612)339-7131THE. UNDER-'_,I G-iNED HEREBY FrEQUE'-'T°'• Till MAKE THE I Mr Ff_VIEG 1;E f' T_--,
SPECIFIED AND AteREE TO DO ALL 'JORV,` IN
l =T -- 1 I t;F'L I ANC:r ;a!I Tli ALL C:I T1 1111=
�wlE;l_ihlt�t i:1RD I tdANC: =: ,i� =; .E (iE �;I ,tvE:=:�_�TF" E, I i :.1 T t C� i::_I rE 1-,F Vit_ =RE E t TS ,
L_
APPLICANT/pERWITEE SIGNATURE ISSUED BY:SIGNATURE
CITY OF ORONO - BUYLDIN19 PERMIT APPLICATION
Total Fee: $ Date Received:
Date Approved:
Entered By:
Permit#
ALL INFORMATION MUST BE SUBMITTED IN FULL BEFORE PLAN REVIEW WILL BE STARTED
(See Check-off List Enclosed)
--------------------------------------------------------
THE APPLICANT IS: /( circle one) OWNER Qor CONTRACTOR
JOB SITE ADDRESS: (�`'` s� Tit/�/�W�� / /f�' ZIP: J! S�-23
131
NAME OF OWNER: 7-e,';w�/-C Of - � yy, PHONE: (home) ? 4238
MAILING ADDRESS: `? �� � ��[� S' CITY: Dl/I ZIP: S �
CONTRACTOR: �,/�J F�,4�?91�"�G GXL19y��5+n�✓G PHONE:
MAILING ADDRESS: 34014 �'L�Com= ST- CITY: A., / ZIP:
STATE LICENSE: #
ARCHITECT/ENGINEER: PHONE:
MAILING ADDRESS: CITY: ZIP:
NAME: REGISTRATION #
TYPE OF WORK: New Addition Accessory Structure Move
Demo Remodel/Alteration Renovate Land Alteration
PROPOSED WORK (describe in detail) :
STORIES: SQ. FEET OF EACH FLOOR:
NO. OF BEDROOMS: GARAGE STALLS: ATT. DET.
ESTIMATED CONSTRUCTION VALUATION (excluding land) : $
I hereby apply for a building permit and I acknowledge that the information
above is complete and accurate; that the work will be in conformance with the
ordinances and codes of the City and with the State Building Code; that I
understand this is not a permit and work is not to start without a permit; and
that the work will be in accordance with the approved plan.
APPLICANT'S SIGNATURE: DATE:
I
I
� t
CITY of ORONO
Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices
•
On the North Shore of Lake Minnetonka
DATA PRIVACY ADVISORY
in accordance with M.S. 13.04 , Subd. 2, "Rights of subjects of
data", we would like to inform you that your request for a permit or
license from the City of Orono or any of its departments may require
you to furnish certain private or confidential information.
You are notified that:
1. The information you furnish will be used to determine your
qualification for the permit or license requested.
2. You may refuse to supply data, but refusal may require that
the City deny the permit or license.
3. The information may be shared with other local , sate or
federal agencies to the extent necessary to process the permit or
license.
4. If your requested permit or license requires Council action
to approve, some information may become public.
5. You have certain rights under M.S. 13.04 to review private
data on yourself.
6. Your full name is required to process this application or
permit.
First
Middle Last
Address
City State Zip
Phone
I understand my rights as stated above.
Signature
BUILDING&ZONING—473.7357
• ADMINISTRATION& FINANCE—473-7358 • PUBLIC WORKS—473-7359
ASSESSING
JOB CA-,"P 71--Cn
M. FRATTALONE EXCAVATING & GRADING SHEET NO. of L
3066 Spruce Street CALCULATED BY AAA— DATE 2 -f
ST. PAUL, MN 55117
(612) 484-0448 CHECKED BY DATE
SCALE
............. _. .......
3� 44 ..,�,
..
Q
�� ,47 +,,r q� .
o a
11 .
'/2
L _
__.
..........
j
i.
i
...
:
i
PRODUCT 2D4-1(Single SMN6)2*1(PAM)J aq Ma,&otan,Man,01471,To Order PHONE TOLL FREE 1-800-2256380
JOB CAl"R TE K O 1
SHEET NO. l OF 2—
F.M. FRATTALONE EXCAVATING & GRADING
3066 Spruce Street CALCULATED BY DATE 2
ST. PAUL, MN 55117
(612) 484.0448 CHECKED BY DATE
SCALE
.. ..i............. .. .__ ..__..... :.._..._ ... ...... ......
RA...I P.._. _ nAP SPi. LwA DATA+__�,. 4 AR.FA..S
...
49
�`.$ � ?'QEaTGO
Ali
E}:
vi
F/L,;:, ),1 T
�' P
e
L__
.... .....i. _ ...... ...... ..
.. ...., - � .,... �... III.......
V�Ew �2o►til_ _�.1 d C . __
.......... !_
i
......
.....
PRODUCT 2044(WO NO)Ml(PaW)®®Wc.GMM,Mase.01111.To Oidor PHONE TOLL FREE 1 800 225-6180
MWA
AMXCO Silt Stop 2. LOW COST 4. SEDIMENT CONTROL
prefabricated fencing features: Preassembled fencing is AMXCO Silt Stop fencing is
ready to install. No time available in a variety of styles
1. EASY INSTALLATION consuming on the job and fabrics to meet the
Excavate slit trench. Unroll fabricating.just remove most stringent specifications
silt fence and drive the from package and install. for sediment control°
posts into the ground in the
bottom downstream wall of 3. REUSABLE
the trench until the bottom After the Silt Stop fence 5. AVAILABILITY
4" to 6" of the fabric lies flat has served its purpose, it Silt Stop fences are
in the bottom of the trench. may be removed and stored available from 32 Branch
Backfill with excavated soil for future installation at Warehouses located
and tamp in place. another site. coast-to-coast
SLOPE CHECK DITCH CHECK JOINING FENCES
e Post Fabric
r Flow
Post ~• �`' °
Backfill a •* °'.r
Existing •ob.;b. .p .
(around Soil Bottom of Ditch When joining two or
Line 6" x 6" Trench more Silt Stop
Filter Fabric: fences tie the two
Extends Into trench end posts together
with existing nylon
gift cord.
American Excelsior Company AN EMPLOYEE OWNED COMPANY
P.O.Box 5067/850 Ave.H East/Arlington,TX 78011 /(817) 640-1555/Telex 735298 AMEXCO
or
1 . Regrade roadway to lace so water sheds off to
adjacent --- ----
+ .. — —
1/ 7' 3 ditch. - -Resurf ace_road-—it�rgrave-l--to match existing material .
------
2. Put in (4) rip rap spillways in ditch to slow down water flow.
f c.,,,, M _ • �� � y„as,. Under rip .rap we will furnish And* install filter fabric to help
with erosion and weed- infiltration.
.:"` � �lob •
1 \\ 3. Last 120' of drainage ditch we will:
f1) Remove some small overgrowth of trees.
2) Excavate ditch to provide positive drainage.
9ca ;� �.► ? \ P P 9
% a"'��or• f 3) Place filter fabric and rip rap in ditch.
4) RegSAde pathway with gravel .
e a maximum channel bank slope of 3:.1 and installation -
.� �� • - ,� of�3.p'iap below each of the proposed. spillways:
\ 6) Erositn control installation of silt fence across the downstream
end:of the. Swale. restore .disturbed areas with seed and mulch.
410/ S '
• �`• 'fib � '
CW'
. D�a.t 1 �• \ .
C> ;
air. �
372
�....� • �� � \ y \V.
•eft: -
Iwo
Y r• r
�::' , ���\� rr. �' ` �� I •5717!