HomeMy WebLinkAbout1992-004292 - new residence � PERMIT
.
, CITY OF ORONO PERMIT TYPE: ,�J I��
'335 Brown Rd. South • P.O. Box 66 Permit Number: �.�tj�.�'���
�;rystal Bay, Minnesota 55323 Date Issued: t:y4l���/�z
s s;12) 473-7357
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CONTRACTOR: OWNER:, - AF�F�l i cant� -
'3C:i�TT I�A��O�! H�ME�
ii i�L 7:ti ELCfL�I E LIV
� MINNETii►�k-:A hliV �S:�4S
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_ __ __-- - _ __.__._ ---_ ___ -----____ _ _._---_ _. _ __._
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THi- t 1�+�(]E�_�I G1V�D HERf�C�Y hEr�;l�L_T:=; F'E�'M I - _�i���1 T�i ht(�f'':E THE REAL I i�lN�i�jVEME��IT�
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MI S18NATURE ISSUED BY:SIGNATURE �/v
• � ~ CITY OF ORONO - BDII.DING PERMIT APPLICATION
Total Fee: $ _�� !�• / ?� Date Received:
,
Date Approved: •
Entered By:�l� Permit#: �2 IcZ/
ALL INFORMATION MDST BS SIIBMITTED IN FIILL BEFORE PLAN REVIEW WILL BS STARTED
(See Check-off List Enclosed)
--------------------------------------------------------------------------------
THE APPLICANT IS: (circle one) OWNER or CONTRACTOR
JOB SITE ADDRESS: ZIp=
(work) -
NAME OF OWNER:��� '1"fi',I11� PHONS: (home)�}� -"��/
MAILING ADDRESS:�� �_ CITY:m����� ZIP:
CONTRACTOR:��� i-�� -� � PHONE:
MAILING ADDRSSS: CITY: ZIP:
STATS LICENSE: #
ARCHITECT/ENGINEER: PHONE:�-{�--�—
MAILING ADDRESS: 3�� ��1G����IT�:�.�l�t-�'T�" ZIP:
NAME: I��- REGISTRATION #
TYPE OF WORR: New � Addition Accessory Structure Move
Demo Remodel/Alteration Renovate Land Alteration
PROPOSED WORR (describe in detail) :����,i , -��V �- �`��
�'n��,�� �
STORIES: � SQ. FEET OF EACH FLOOR: ����
NO. OF B$DROOMS:�_ GARAGE STALLS: ATT. � DET.
ESTIMATED CONSTR�CTION VALIIATION (eacluding land) : $�%���
I hereby apply for a building permit and I acknowledge that the inf ormation
above is complete and accurate; that the work will be in conformance with the
ordinances and codes of the City and with the State Building Code; that I
understand this is not a permit and work is not to start without a permit; and
that the work will be in cc da c with the approved lan. •
APPLICANT'S SIGNATORE: � DATE.
. . . ...... .. . . . . : _ _. . . ;
. �. .. ...... .... .
. . .._. . ._ ..
_ _ _ . .. _ . ,
�
„ . CHECR OFF LIST FOR ISSDANCE OF PERMITS
� FOR OFFICE USE ONLY
ADURESS OR LEGAL: 2( !Z �u�d��a�� PID:
DESCRIPTION OF WORR: /l/�� /2��-
---------------------------------------------------------- �-t----------------
ZONING REVIEW BY: .� DATE APPROVED: �{ g/ �Io2
BIIILDING REVIEW BY: DAT$ APPROVED:
-------------------------------------------------------------------------------
FEES TO BE CHARGED: Misc. Fees Calcul�ated By:
PERMIT Yes ✓ No
PLAN REVIEW Yes� No SEWER CONNECTION '
STATE SURCHARGE Yes-� No WATER CONNECTION
INVESTIGATION FEE Yes No--� PARK FEE
SAC Yes�/ No r` SITE INSPECTION
Number of SAC Units �_ OTHER (specify)
----------------------------------------g---------_-----�---------------------
ZONING CHECR LIST Zonin District � ��
Fire Department: � Post Office: Lp,n,� L School District: D,rp�n,p
Lot Area:��, ;i;�J wiath: ��a Depth: / (�
Survey Submitted: Yes � No Date of Survey: � (7 R�
Proposed Setbacks: , �
Front (1� : �� Right Side:
Rear (S t) : 7�j � Left Side: 3 �
Adjacent Structures : N � Wetl.and: t�”
� � �
Building Height: Def. Hgt. Z.�S.S Peak Hgt. 3�--s
Avg. Setback: Lot Coverage:
x�sting Proposed
Hardcover: 0-75 '
75-250 '
250-500 '
500-1000 '
Hardcover Variance Required: Yes No� Date of Council Approval:
Grading: Staff Approval Date: By: Council. Approval Date:
Septic: Staff Approval. Date: By:
Zoning FiJ�e:# Resolution # : Resolution Date:
REMARRS (in house) :
BDII.DING REVIEW CHECR I,IST „ ,
oBc:��,�� CONSTROCTION TYP$: 1�1U �
Sq Footage $ Per Sq Ftg
Basement x =
lst Floor x =
2nd Floor x =
Garage x =
x =
TOTAI,
Sstimated Construction Value: $ �C�� Q��
Inspections Required: Work Reqniring Separate Permits:
• Site � �Plumbing Grading/Fil].ing
Footing �Mechanical Fire
Framing eptic Water Connection
Insu7.ation �ireplace Sewer Connection
�Fa�l Board ol, (Masonry) Lawn Irrigation
ina 1 (Mf g.) Other
Other Wel 1 (State Permit)
Electrical. (State Permit)
x�Rs (IN HOIISE):----------�----�-- yv1-� :`�---�---- L�� �_�- areci-------------
1��(,�-T G �t � + V� -
;i'
���_�__�����������������������������_����_������_�����___�����������������_���'
R$VIEW BY OTSffitS: DATE:
Access: Existing New
Access Approval: Date By:
----------------------------- ---------------��-j--- I-------- -----------
RffirlARRS (TO BE NOTED ON P$RMIT) : ��� '�'fP S D )£�- 02 (��Lt►'�t A.TP�' /°,u,� �wl
l�.G� .�'C �,E �QC� r �" �� o�a1 �
��
- �
�
CITY of ORONO
Post O�ce Box 66•Cryatal Bay,Minneaota 55323•Municipal Offic�
•
� - � � On the North Shore of Lake Minnetonka
DATA PRNACY ADVISORY
In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of
data", we would I.ike 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 Iocal, s�ate or
federal agencies to the extent necessary to process the permit or
Iicense.
4. If your requested permit or Iicense 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.
� L�1�� L�.1k��/�`J -
First � Middle Last
J f��`i� �
Address
�
����'C' "
� State Zip
;I.� ,��;h��o�-
Phone
I understand my rights as stated above.
Signature
BUILDING&ZONING—473-7357 • ADMIIVISTRATION dk FINANCE—473-7358 • PUBLIC WORKS—473-7359
ASSESSING
� -
, ..
�.p,� RIGHTS OF SIIB.TECTS OF DATA � �
gubdivision 1. Type of date- The rights of individuels on whom the data is
stored or to be stored shall be as set forth in this section.
gubd. 2, Information required to be ��� ����' An.individuel asked to
� ' su 1 rivate or confidentiel data coneerning hims�n� eollecting state age�,
PP Y P
purpose and intended use of the req tem,d �t Whether he may refuse or is legally
political subdivision, or statewide sys , ' �o� consequence arising from his
required to supply the requested date, (c) anY
supplying or refusing to supply private or confidentiel data; and (d) the identity of
other persons or entities authorized by statu��e�ked�to SuPplyein�e�g�ve data,
requirement shall not apply when an individ
pursuant to section 13.82, subdivision 5, to a law enforcement officer.
The commissioner of revenue tn8 o ert t� re°und 1nstructio�nsieadhoS
subdivision in the individu8l income tax �r r
on those orms. . - �---- - -- -
A�� � �� � ����. Upon request to e responsible �
Subd. 3.
authority, an individuel shall be informed whether h r vateeor eonfidential-e UPon his
individuels, an d w he t her i t i s c l a s s i f i ed es public, p u b l i c d a t a o n
further request, an individusl r+►he is the subject of S� to himrlande if he desires, shall
individuels shall be shown the data withou�t anh��tg, �ter an individuel hes been
�e informed of the content and meaning t� �� need not be disclosed to
shown the private data and informed of its u���Betion pursuant to this section is
him for six months thereafter unless a disp .
� � pending or additional data on the individuel h� Bt�eor Q blic datarupon request by
respensible authority shall provide copies of P a�ible authority may require the
the individuel subject of the data. The resp certif n and comp�ing the
requesting person to pay the actual costs of msking, Yi g'
copies. lmmediately, if possible, with any request
The responsible authority sha]1 comply '
made pursuant to this subdivision, or within five �f Simmediateat ompliance is not
excluding Saturdays, Sundays and legal holideys,
possible. If he cannot comply with the requ et �t��it�n���h toh mply w3 h the
individuel, and may heve an additio� i� ho days.
request, excluding Saturdeys, SundaYS �
Subd. 4. Procediu'e when data is not accu�ate or complete. An individuel maY
himself. To
contest the accuracY or completeness�of public oinrf�t�t�e°�P��e 8uthority
exercise this right, an individual sha� notify �ible authoritq shall within 30
describing the nature of the disagreemen� The respo
days either. (a) correct the data found to be inae��ei°�uding reec pients nameat by
notifp past recipients of inaecurate or incemP
the individuel; or {b) notify the individual that he believes the data to be correct.
Data in dispute shall be disclosed only if the individual's statement of disagreement is
• included with the disclosed data• ealed ursuant to the
' The determination of the responsible authority to contested cases.
provisions ef the administrative procedure act relating
� :._.. __ :..�:y..�:�-
S�fRVEY F�R: seor�- �.��sant �o�rs-r. ���. stsog •oa3 �2�-s������8� I
Rrepared By: �.
z
This drawing has beer� checiced and # sCHOE�.I. & MADSdN, �Nc. ' i
5••���e��� t��s f�f � (�a�f Qf ENQ�HEER3 •9UHVEYp11S •PLANNEfl5 �'..
<< SOIL T85T1l1Q•EHYIpON4£H711L SEAVICES
_�� r"'"f 1 ���f 1�3�� 7fAYZA7A lCY6_ �
f NORTH YII(NEiONX�, Yi1_ ►s]a7 �
�y�• 1i171liL-t�ft Fiicf��-f��� -
�on_Sehl!''t N. �jy �� �p,�,y�y��, � `i
frfv.=Joo8.3S �� /� , t`
�V�jq� �'Y���J �J���G �nQvn 100!4MN. � =�C' 1
�s �`�'°��� a DESC�tIPTIO�i:
rCO�1C. Ct!!�j l009-58 g3*? �
Lot 7, B14ck 4, SUGAR ��}4DS, actording to the
ta�o-� .�1ao'1.S
�� -` � / !0'�-8 � _. recarded pl at ther�of.
_. 1_'���.�- 'J25.QQ "' _' � lObl (I
� � '.
� �ENCHMRRK:
� �`' � _° � �- --1)� -i �
�� � � � �'� �� 5pike �n lath in 15-inch Ash tree as shown. '
Q � �_ E�ievation = 1014.25 [HGVa-1929�.
, ! - �� { � �
� r � � � ct���3 j � -�2s'�`' (t GE��R11L �U7€S-
� #� �- .� r , �-- _ .
' I 1 � ���Q,�¢.�,� ,g:;�"A3s•� �8 �,,•�g� 1. � - Denotes iro� monume�t found.
� +��-- � .�- � �' r x �2, a - Der�otes i ran monum�nt s�t.
O� �'�`- 9 J �2 .
3� �' `�"�� �2� s ! `��~fi o� � '� "• U�'o5� '�0 3• ❑ - aE(IU��S WUO(� Std{Ce S@�.
__ �� ---•---•-., , � s .$ � � -� ,p�s- -_ 4, x1005.3 -- Dena�es exi sti r�g sQot �l ev at i or�.
.y �¢ f � a � � .�:-----'"� o ==
,n } 5. x{1U07.8} - �len4tes prv�osed spat
' ; :�:39� � ����� � ��� �, ��b-�-° � cu el evati on.
'� �"� ►g °a 4 -Denates the directivn af
.
l
� � �� , � �`w� �, '��;��� ��- � 6 surface drai�age.
.� ge .t a�
dt � t=
"C'` o-� :`'� ��` 3 3 � ���s 7_ Proposed garage floor elevation = 1�I4.z5,
4 � � C�4a�� j `�_�* '� '`too�,� I5 � 8. Proposed firs� flaor elevatian = 1414�s.
� . �` __ � � t�oos . 9. Verify sewer service i�vert prior �o hause
I I � ,� construct�on. This basement tn�y be too
� j , f ��'w�'� l�w ta 6e served by gravity f3awage.
I r`1 V��� �� ����o � o- Q�v_4-2�-95 �o S�atrf�et.[c�riYe Soca�ioR.
� � � SITE PLAN G��DING PLAR
� �� ; �ARPROV�� I hereby certify that this survey was
�----� • � ^p�f�J�'VD t-:';a�Fi V!S{OPdS prepa�ed under my supervision and th�t
-------}-10raino e � C1�rj:� car ' I am a Licensed Land Survey�r under the
� � � ���� �� laws of the State vf Flinneso�ta.
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�a��; h tG-92 License F�o. 1100�
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nc:tc�rrni.ne woz};i.rl�_� �c�u��� �ootiage af each.
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t� . To�al net found�i:ion t�Le�s �i).>avc: gxade. . . . . . . . . . . .����__._..
pet�erma,nc: "U" v71u�: c�i c�zcl� t�aii segmeni:.
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' CALIFORNIA HIPSET INFORMATION
A
The location of birdsmouths have been written on the hiprafters
givj.ng you the measurements needed to cut them. Dimensions are as
as follows:
BM1 : HEEL:
BM2 : HEEL: �
-�----- BM 2 --*-
�------ -- t�M 1 _ ___._ --�`
Birdsmouth # 1 is cut to allow the hiprafter to sit on the wall
plate. Birdsmouth �2 is cut to allow the hiprafter to sit on the
top chord of the main girder . DO NOT OVERCUT BIRDSMOUTHS. The
hiprafter must be shimmed solid to the girder truss.
The desiqn of the California Hip[et requi.res that the top chord
of the endjacks bears directly on the top chord of the girder.
In the event that they do not, they must be shimmed solid in the
following mannef:
s�cf v��w
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EI�S�ACK..1��h L{�bRf> ��-'. �'� w4bc�E
y i'�
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;
The h�.prafters have been designed to be joined in the
foilowing manner .
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Truss ID:A7
LYI�iAN W0:27515 WE:275i5.2
TOP.CHORDS: 2x4 SPF 1650E-L 5E Al1 COMPRESSION Chords are assumed to be 'oint Lacations
2xb SPf 1650E-1.5E 2 continuousl�y braced unless noted otherwise. 1) 0- 0- Q 5) 16- 5-10 9) 16- 5-10
BOT CHORDS: 2x4 SPF I650E-1.5E 2-PLY TRUSS. fasten wllOd nails in 2) 3-10-13 6) 20- 1- 3 10) 14- 0- 0
WEBS: 2x4 SPF STANDARD staggered pattern per nailing schedule: 3) 7- 6- 6 7) 24- d- 0 11? 7- 6- 6
WED6ES: 2x4 SPF STANDARD TC- 2 per ft. BC- 2 per ft. WEBS- 2 per ft 4) 12- 0- 0 8) 24- 0- 0 12) 0- 0- 0
This design based on chord bracing applied -- TOTAL DESIGN LOADS ------------
per the following schedule: Uniform PLF From PLF To
max o.c. from to
TC 24.0" 7- 6- 6 16- 5-10 TC Vert -94 fl- 0- 0 -94 7- 6- 6
TC Vert -233 7- b- 6 -282 12- 0- 0
TC Vert -282 12- 0- 0 -233 16- 5-10
TC Vert -94 16- 5-10 -94 24- 0- 0
BC Vert -49 0- �- 0 -49 24- �- 0
Concentrated LBS Location
TC Vert -1116 7- 6- 6
TC Vert -lllb 16- 5 10
2-PLYS REQUIRED
7-6-6 ', 8'11'4 ��6�6
1 2 3 4 5 6
12 00 -12 00
6X6.4 I
/� 3X4 \�'iX6.4
�`
� ��� 1.SX4.8
1.5X4.8� �'��
i�
� /i � 8-11-Q
� � / � � 1 �
9-9-13 i � '� / \
� � �
0-5-3 � � �i ��5X4 0-5-3
� sxa� �\ ;/ �- �
/ 3X6.4� �
� �/ 3X6.4 3X6.4 3X4.8 3X6.4
� 24-0-0 `
�2 11 10 9 8
3572#3.50"
3572#3.50" �� 0-i 10-8
U-1�-8 _ � 24-0-0
-�
scale = 0.1875
EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2o-GA ST
WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o psf Designed By:JAW
Q�� A COPY OF THIS DRAWING TO BE G1VEN TO ERECTING CONTRACTOR. TC Dead 7.0 psf Checked By:
�Q BR4CING il'ARNING DESIGN INFORDfAT10N BC LIVe 0.0 PST
Br¢cing shown on thir drm+-ing is noe erccdon bmcing wind 6racing, This design ir/or an indi��idua!buildi�eg compor�ent and har beni based on in fornw-
portal bracing or aimitcr hracing x•luch is c pan o f tlu building tion proiaded b ti[he clicnt.The designer dirdaims cnr responsibilir�'for aamagea gC Dead 10.0 PSf Date: 5 15-92
design and wluch muat be ronridered Fy the building designe�. as a result c i f�tty or incane=�in fom�auon,apeciTicationr and/or designr
Bracing al�xn is for la[erai su ppon o f uuss mem6ns onlv ta reduce fumislied tr,die tn�sr decigner h r t�he clierit and uie conectners or accuraq�o f �OTAL 57.� PSt
' buckling irngth. Prrn�irionr m¢r[be mcde[o anchor latera}bracing ihis in formction c:ir mc��reiaie to c apec Tic rro rea.Thia truas ha.r hern Design Criteria:TPl
���� at eiMa cn�:pec fied loca[ions detrmvned hy the buuding deaigner. Gui qned rn acmrdaner H�idi"TPI-ct5'anC A�JS-Nf."w be incorporamd as pan o f LOAD D UR. FAC: 1.15
� V V ,Additionai hracbig of die m�ncl?srructurr may br rcqu'ved. the Fuiding de�ig��hp c&uiiding Des:gner.T�'iurc reri�x�ed foi approval hr uie �
(See HIB-9!c(TPI1. For,specrfic trus:b�acing requirrmew. huiiding des;gnn,uie dcsigr.:oad:ng:sh,o�or.mue�Fe checked�o Fe snre that die SPACING 24.0�� SeqR:04.01.92-52944
—•-A�OOD TRL'SS SYSTEAIS-- contacr buiidi�ie designo. �7ruaa Pictc Irtstimte,TPI,ir Iacated data siioHvi mt in cgreemem witl:thc iocc.'hu::ung co�es,i«a,'dinwtic�ecord:
at_`5±D'Onc tno Drivc.Madisnr.,A'iaronsin 53719j. for wind or:rton�iocds,prqien:oeci iicciior.a a'specia;cppiied iocdr.
LYMAN WO:275f5 WE:275t7.5 Truss ID:C3
T4? CHORDS: 2x6 SPF 1650E-1.5E All COMPRESSI�J Chords are assumed to be - oint Locations .
BOT CHORDS: 2x10 SP 1950E-1.7E continuousl�y braced unless noted otherwise. 1) 0- 4- 0 5) 21- 3-25 9) 16- 0- 0
WEBS: 2x4 SPF STANDARD 2-PLY TRUSS. fasten w/lOd nails in 2) 5- 8- 1 6) 26- 3- 4 10) 13- 6- 0
2x4 SPF 1650E-1.5E 2,4 staggered pattern per nailing schedule: 3) 10- 4- 4 7) 26- 3- 4 11) 7- 2-15
WEDGES: 2x4 SPF STANDARD TC- 2 per ft. 6G 5 per ft. WEBS- 2 per ft 4) 16- 7-12 8) 19- 9- 1 12) 0- 0- 0
This design based on chord bracing applied '
Building Designer shall provide adequate per the following schedule: ------------ TOTAL DESIGN LOADS ----------
bearing area and anchorage. max o.c. from to Uniform PLF From PLF To
...........BEARING AREA REQlIIRED........... TC 24.0" 10- 4- 4 16- 7-12 TC Vert -94 0- 0- 0 -94 26- 3- 4
ID Brg Size ** Min Size -or- Min Area BC Vert -932 0- 0- 0 -932 9- 6- 0
1 0- 5- 8 0- 7- 5 21.49 si BC Vert -733 9- 6- 0 -'33 26- 3- 4
2 0- 5- 8 0- 6-10 19.81 si
** size specified by customer
2-PLYS REQUIRED
� 1 0-4-4 � 6-3-8 9-7-8
1 2 3 �4 5 6
12 00 -12 00
HY20-9X10.4 HY20-9X10.4
�
\
3X4 \ 3X4
I
10-9-7 \ �Q, 10-9-7
;,j � � � ,� , �
/ ioxi2
1-1-15
0-5-3 8X8
� �
� 10X 12 10X 12HY20-9X 10.4 10X 12 �
� 26-3-4 �,
12 11 10 9 �8 �
12423#5.50" 11194#5.50"
26-3-4 �1
EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 20-GA ST scale = 0.1875
WARNING: READ ALL NOTES ON THtS SHEET. TC Live 40.o psf Designed By:JAW
QDQD_ A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 7.0 psi
BRACINGA'.4RNING DESIGNINFORMATION Checked By:
Bracing alwwn on[hi.r drawing ir noi erection bracing,wind bracing, Thia design i.r for an ind�l�idua/bui4ling componeru and has been 6ased on in forma- BC UV@ 0.0 PSi
porWl bracing or similar hracing which u a pan o f du 6uilding tion provided 6y the ctient.The designcr disdaims any rerportsibility for darrwges gC Dead 10.0 Sf
design and which muet be conridered by the bui(ding designu. as a rcsuft of fau(ry o>incorrcct in forma4on,speci fications and/or designs P Date: 5-15-92
���2� Bracing ahrnvn is for laterat.ruppon o f tn�ss members on(y to nduce fumiahed to rhe t+vss designer by thc cGent and the conecmcra or accuracy c f TOTAL 57.0 PSf
�r buckling lcngth. provisiona must be made to anchor latera/hracing [hu in formation a.r it may rclate to a speci�(ic pro jtct.Thi.r truss has 6een
11 at rndr and speci fied locations detesmined by the building designer. designed in accordance with"TPI-85"and NDS-B6"m ba incorpora�ed aa part o f Design Criteria•TPI
�� Additional bracing of the overall atructure may he required. the bu'+lding derign by n Building Deaigner.When m�inved for approra!h}�the LOAD D UR.FAC: 1.7 5 '
(See HIB-91 of TPI)� For speci fic truss hracing requiremrnts, building designer,the design loadings ahown must be checked to 6e ru�e that the
---N'OOD TRUSS SYSTEMS--•- contact buuding designer. (Tners Piate Lislitute,TP7,is located data shown are in agree»unt w�uh the local6uitding codea.loca;climcnc rerords SPAClNG: 24.0° .S@C��l:�4.0�.92-�2974
ae 58�D'Ono frio Dnre,Madison,A'isconsin Si!91. for wind or sno�c loads,pro iect speci{ications or special cpplied loads.
SURVEY FOR: SCarr c.A�SoN Contsr. 1Nc. srso9 •003 �2,�62c52�og�
Prepared By:
This drawing has been checked and � SCHOELL & MADSON, �Nc.
� reviewed th�$ �7 ��f day �I ENGIHEERS •SUHVEYORS •PLANNERS
SOII TESTINO •ENVIRONMENTAL SERVICES
� ~/ � ���' NORTH 105�0 WAYZATA lLVD.
��t�� YINNETONKA� MN. SS]/7
$an.Se►•%MN. by �.,:�...-�.o, F�x= �..-.o.�
Inv.=loo8.38 � �
9 SU�?AQ '-/ /� '/c Son. Se�l.MN.
� �'�p f or9.oo �'Y00�/S �Q�r c �/nv.=lool.o
s � DESCRIPTION:
,.—Conc. cur6 too9.58 3`�
� •, r°2o� , °'' Lot 7, Block 4, SUGAR WOODS, according to the
�020.� , �o►3.a �. ...�-►oo,.s
^ � recorded .plat thereof.
I �'•. �' �7/.04 =525.00—... — . .'� �.
.+ l001.9
(� -- ` o , �'j = BENCHMARK:
— - � ___._ ._.- --� 1
N� /ot. // � i'� �� Spike in lath in 15-inch Ash tree as shown.
�I . �..�/ � t,, �.. E1 evati on 1014.25 (NGVD 1929) .
� �pQ �� �,��i''��� �
o� e � ��,��3� � j' ,,- I GENERAL NOTES:
: � ,oa�,•3T: i I
i la�L o� f . ��� � .
1 \ �(�°`o-+ 1��7'��,3as`� z° ��0��'�2 I j 1. • - Denotes iron monument found.
�sr I � lo�'��� r ��-�b�:::••: 9 ' •"'�'2��`°'1. � m• 2. o - Denotes iron monument set. �
,09:� :► � � � � s� � 3. o - Denotes wood stake set.
� �� �"" � � Z"` ''' 33 a�9�~2�°� �Z �, ti���oo''� 4. x1005.3 - Denotes existing spot elevation.
..`yi �2 / s� / � .
r ,,...•
�� ,� /ge /'1� ,� A N�. � 5. x(1007.8) - Denotes proposed spot
�; �' `'r/oro t�o a
� : .. 3 �� G / P�oP• „ ,2.�' I N elevat�on._
,� l � / 5�a N ;�, o s�l I � 6. � D e n o t es the direction of
0
m, � �.•�ee ,, ;r q N : �'��',, ''���s` I ' � s u r f a c e d r a i n a g e. p 4.?5
5 �`o���o��' `� �°'� 3 � �`�'� j 7. Proposed garage floor elevation = 1 1
. � � �°� � �.- R `�oos° 5 : 8• Proposed first floor elevation = 1014:�s, �
' .� ••. �, � ��oo s�`� I 9. Veri fy sewe r se r vi c e i n v e r t p r i o r t o h o u s e
I �( �oos� construction. This basement may be too
� ;� ���'°'� I low to be served by gravity flowage.
I �^
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,\�� I hereby certify that this survey was
�•���rOroino F ••••� re ared under my supervi si on and that
�e Ll-�r��� E'asemen� .�...... P P
� I — ..y I am a Licensed Land Surveyor under the
loot,3 ', L . I � laws of the State of Piinnesota.
--�°���.. �... ..._�'�J O.2,4�.. -� ����LX�!![�(.d�LQ �i��/�
�°'. . ' 999.9 Theodore D. Kemna
�
L, ATE TIME
CITY OF ORONO CALLED IN 7�� Z
INSPECTION NOTICE SCHEDULED '+�3� /9�- ���, ���� '3(�
PERMIT NO. �eZ9 2 COMPLETED N �L�25L
ADDRESS �
OWNER CONTR.s�!�-��
TELEPHONE NO. �'�i 7.. Sl„X d
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� 01 FOOTING� 11 MECHANICAL RI 16 WELLTEST PUMP �
02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING
Q03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS �
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL �—
Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION �'
� 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS �-
� 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
= 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP S
J 10 PLUMBING FINAL 23 SEPTIC FINAL n,
� OWNER/CONTRACTOR TO MEET YOU:�,J(ES_NO �
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR WILL RETURN �_', CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
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White Copyllnspector's File Canary CopylSite Notice
i/i
r D,A!TE TIME
CITY OF ORONO CALLED IN J �7 � '�I Z
INSPECTION NOTICE SCHEDULED -r � %L '� �`"
PERMIT N0. `� �9� COMPLETED �� �
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� DESCRIPTION �.�
ly 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP
� 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING
�
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� 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Z
Q 05 FINAL 13 METER SET(TURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
4Qi 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 10 PLUMBING FINAL 23 SEPTIC FINAL
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� BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN
INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.47�73�J7
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DATE TIME
CITY OF ORONO CALLED IN � /�-z
IwSPECTION NOT CEq SCHEDULED .s����9z -3=�
PERMIT NO. /z COMPLETED _� h
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OWNER CONTR.
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� DESCRIPTION�v,�2/_..r �
� 01 FOOTING 11 MECHANICA�RI 16WELLTESTPUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING
y 031NSULATION 2M25 WOOD BURNER/FIREPLACE 19 LAKESHORFJWETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP
Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGR
� 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
= 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP
v 10 PLUMBING FINAL 23 SEPTIC FINAL
2 OWNERICONTRACTOR TO MEET YOU:_YES_NO
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❑CORRECTUNSAFECONDITIONWITHIN HOURS. CPHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
�INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.47�73�J7
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DATE TIME
CITY OF ORONO CALLED IN J � ��� ' =��j ���
INSPECTION NOTIC.� SCHEDULED �_ j� �
� �
PERMIT NO. '`���� COMPLETED LI h
ADDRESS �I � �� '��-< �,LI.Y�v �cG� �Y
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TELEPHONE NO.
� DESCRIPTION -�-�� °�- � �� �G 6 i rs c h
� 01 FOOTING j 11 MECHANICAL RI 16 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING
y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORFJWETLANDS
� 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Z
Q 05 FINAL 13 METER SETITURN ON .��NSPE TC ION
� 07 DEMO—SITE 14 SEWER HOOK-UP RPO6 OGRESS
v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
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= 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP
J 10 PLUMBING FINAL 23 SEPTIC FINAL
� OWNERICONTRACTOR TO MEEf YOU:_YES_NO
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❑CORRECT UNSAFE CONOITION WITHIN HOURS. �_ PHOTO TAKEN
INSPECTOR WILL RETURN
r: CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContractor ite.
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✓
V �
D/ATE TIME
CITY OF ORONO CALLED IN G' –` �� y z
INSPECTION NOTICE SCHEDULED � - �a q= 3 d
PERMIT NO. COMPLETED �1 —�—
ADDRESS ��� � 'L�.�x�t.c`�-z�-�"
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� DESCRIPTION
W 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP
02 FRAMING � 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
� 03 INSUTATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS
Z04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET(fURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
J 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
Q
= 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP
J 10 PLUMBING FINAL 23 SEPTIC FINAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
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V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ,_- pHOTO TAKEN
INSPECTOR WILL RETURN
I CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next i spection 24 hours in advance.473-7357
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�J!DC�ATE TIME
CITY OF ORONO CALLED W / / -�� —
INSPECTION NOTICE SCHEDULED 9 "�� �'� 3 � ` C
PERMIT NO. ''� � ��'�—' COMPLETED
ADDRESS ,�/ � ti c.� �r2=Y-(� �iz .
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� DESCRIPTION � 7��� ��`� �'
L� 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP
� 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFiLLING
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� 04 BD. 12 WATER HOOK-UP 34 TREE REMOVAL
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Q 05 FINAL % 13 METER SETITURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
J 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
W 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 10 PLUMBING FINAL 23 SEPTIC FINAL
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❑CORRECTUNSAFECONDITIONWITHIN HOURS. , pHOTOTAKEN
INSPECTOR WILL RETURN
C CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
OwnerlContrac on�site:
Inspector. +i
White Copyllnspector's File Canary CopylSite Notice