HomeMy WebLinkAboutStorm Water Maintenance Annex 71 01-0241-0101 I I II1llhII1U I 1 I I I I I J
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CITY OF OSHKOSH DOC# 1785224
STORMWATER MANAGEMENT FACILITY NATALIE ALIE S T ROHMEYER
MAINTENANCE AGREEMENT REGISTER OF DEEDS
Document Number Document Title 'MINNEBAGO COUNTY,WI
RECORDED ON:
03/11/2019 09:01 AM
RECORDING FEE: 30.00
The City of Oshkosh,the Governing Body,and Annex 71,LLC.,the Property owner, PAGES: 18
along with their successors and assigns,are the parties to this Agreement. The purpose of
this Agreement is to ensure adequate storm water drainage facilities for the Property
described in this Agreement in connection with the surrounding public storm water
facilities. The consideration for this Agreement includes the City's approval of proposed
development on the Property. Additional consideration includes the Property owner's
clearer understanding of storm water drainage obligations for the Property,and the
Governing Body's assurance that the storm water drainage issues relating to the property
can be more easily achieved through this Agreement. I �2
Recording Area 1
CURRENT PROPERTY OWNERS SUBJECT TO THIS AGREEMENT: Name & Return Address:
Oshkosh City Attorney's Office
Annex 71,LLC. PO Box 1130
409 Massachusetts Ave.,Suite 300 Oshkosh,WI 54903-1130
Tax Parcel Numbers:
Indianapolis,IN 46204
90102410101
GOVERNING BODY: City of Oshkosh
PROPERTY SUBJECT TO THIS AGREEMENT
The Property subject to this Agreement is Lot 1 of Certified Survey Map 7399,a copy of which is attached hereto and incorporated
herein as Exhibit"A",located in the City of Oshkosh,Winnebago County,and is more particularly described as follows:
Lot 1 of Certified Survey Map 7399 as recorded with the Winnebago County Register of Deeds
on September 5, 2018, as Document Number 1774521, located within Section 23, Township 18 North, Range 16
East,in the First Ward,City of Oshkosh,Winnebago County,Wisconsin.
GRADING AND DRAINAGE PLAN
The Property must always comply with the grading and drainage plan approved by the City. The approved grading and drainage plan
may be amended or modified from time to time after consultation with the Property owner. Compliance will be evaluated according to
the most current approved plan. A small scale version of the current grading and drainage plan is attached as Exhibit"B"for
identification and reference purposes. The full scale grading and drainage plan is on file for review with the City Department of Public
Works,and will be used to provide grading and drainage criteria and to govern compliance and any disputes.
PURPOSE
The three(3)primary purposes of this Agreement:
1)Notify the Property owner,as well as anyone interested in or connected to the Property that the Property is subject to this Agreement
and Chapter 14 of the Oshkosh Municipal Code,as amended,and that any owner of the Property assumes these obligations;and,
2)Identify specific storm water facilities that currently exist on the Property,or may be constructed or installed in the future;and,
3)Describe the minimum responsibilities for maintaining the Property's approved storm water management facilities and grading and
drainage plan.
RESTRICTIONS
The Property must always conform to its most current grading and drainage plan approved by the City. The Property is also subject to
all aspects of the Municipal Code,including storm water management requirements,as may be amended,which are currently located in
January 31,2019
u
C
CITY OF OSHKOSH
STORMWATER MANAGEMENT FACILITY
MAINTENANCE AGREEMENT
Document Number ; Document Title
Chapter 14 of the Municipal Code. The storm water management requirements of the Municipal Code change from time to time,with
the Property owner receiving public notice as required by law. Changes may be made to the grading and drainage plan for the Property
if requested by the Property owner and after review of any changed circumstances on the Property. The approved grading and drainage
plan for the Property will be on file in the City of Oshkosh Department of Public Works and is fully incorporated by reference in this
Agreement.
RESPONSIBLE PARTIES
Each owner of the Property,jointly and severally,as well as their heirs,successors,and assigns,is responsible for maintaining the
Property in the manner described in this Agreement. The Property owner's responsibilities include maintaining approved vegetation,
grading,drainage,and storm water facilities on the Property.
STORM WATER FACILITIES
The Property's storm water facilities consist of:
1. Swale;and,
2. Catch Basins;and,
3. Wet Detention Basins;and,
4. Storm Sewer;and
5. Manholes.
INSPECTION AND MAINTENANCE
All storm water facilities and components of the storm water system shall be inspected at least semiannually,with one inspection
occurring in early spring and one inspection occurring in early autumn. The Property's storm water drainage system must also be
inspected after major storm events. The storm water facilities and grading and drainage scheme must be maintained as designed in
order to achieve the desired storm water drainage objectives. Therefore,maintenance and repairs must be performed expeditiously
when system deficiencies are identified. The existence of soil erosion,clogged or damaged inlets and/or pipes,sedimentation of the
basin and/or biofilter,rifling of side slopes,and other damaged features of the stormwater system are examples of items requiring
maintenance or repair work. Material removed from the basin or biofilter may require special handling dependent upon current
Wisconsin Department of Natural Resources disposal practices.
If a biofilter is installed/constructed,then biofilter maintenance activities include:remove coarse and gravel sediment that has
accumulated;maintaining proper level of mulch;inspecting surface and repair eroded areas;inspect filter strip rip-rap and repair as
needed;inspect energy dissipator rock or grass inlet areas;inspect overflow structures;replace filter bed;inspect perforated pipe under
drain;remove litter and debris;water plants;replace dying plants;and replace vegetation when necessary. Biofilter inspection and
maintenance requirements applicable to the Property will change as the rules enforced by the Governing Body change.
If a wet basin is installed/constructed,then dredging operations are required to remove the excess sediment when the depth of water in
the wet detention basin diminishes below three feet causing the efficiency of the detention basin to decrease. The storm water detention
basin(s)must retain the safety shelf after dredging. Damage to the safety shelf or detention basin liner must be repaired to preserve the
safety and operation of the facilities.
If a dry basin and/or swale is installed/constructed,then dry basin and swale maintenance includes removal of trash and debris,
repairing erosion,maintaining vegetation,and dredging when necessary.
The examples of maintenance activities that are identified above are not intended to be complete. The minimum information required
to be viewed as a guideline for potential maintenance or repair activities is identified in the Inspection and Maintenance Logs attached
as Exhibit"C". The Property owner shall,upon request,make available for inspection all maintenance records to the City's
Department of Public Works,or any agent of the City,during the life of the system.
January 31,2019
CITY OF OSHKOSH
STORMWATER MANAGEMENT FACILITY
MAINTENANCE AGREEMENT
Document Number Document Title
PROHIBITIONS
Mowing in buffer areas,detention basin banks and drainage ways shall be minimized in order to maximize filtration of runoff. If
occasional mowing is necessary,the mowing height must not be less than six inches. Applications of fertilizers,herbicides,pesticide or
other chemical applications are prohibited in buffer areas,on detention basin banks and along drainage ways.
COMPLIANCE
The Property benefits from a properly maintained grading and drainage plan as well as properly maintained storm water facilities. In
the event the Property owner fails to perform any obligation related to this Agreement,the City of Oshkosh shall have the authority to
enter the private Property to inspect,maintain,repair,reconstruct,and/or modify any component of the approved grading and drainage
plan or storm water facility. The City has no duty to take such action but may do so at its discretion. The ability to enter the Property
and take such action is not an exclusive remedy,and the City may take any lawful action to enforce this Agreement and/or the
Municipal Code. The Property owner grants to the City of Oshkosh a limited,nonexclusive easement in perpetuity over the Property
for the purpose of addressing grading and drainage deficiencies,as well as providing reasonable and necessary access to any storm
water facility that is located on or within the Property. The City of Oshkosh shall use only that part of the Property reasonably
necessary to allow the inspection,maintenance,and/or repair of the approved grading and drainage plan or any storm water facility. If
the City elects to perform maintenance or repairs on the Property,then all associated costs for performing this work and enforcing this
Agreement and/or storm water management requirements of Chapter 14 of the Municipal Code,as may be amended from time to time,
are subject to reimbursement from Property owners,jointly and severally,or through encumbrances on the Property itself.
Reimbursement remedies include placing an encumbrance against the Property as a Special Charge for Current Services pursuant to
Sec.66.0627 Wisconsin Statutes,as amended,or through other methods to collect directly from the Property owner as allowed by law
at the City's discretion. Any Special Charge for Current Services shall be a lien on the Property and shall be collected with the real
estate taxes.The Property owner affirmatively waives notice requirements for Special Charges,and this provision shall constitute the
Property owner's,and any respective lot/parcel owner(s)if applicable,waiver of notice of hearing otherwise required by Sections
66.0627 or 66.0703 of the Wisconsin Statutes. The storm water management facilities shall be for the benefit of the City of Oshkosh
and the Property as described in this Agreement. This Agreement is not intended to benefit third parties and there shall be no third
party beneficiaries.
RECORDING
This agreement shall be recorded with the land records of the Winnebago County,Wisconsin,Register of Deeds. Annex 71,LLC,
shall bear the cost of recording this document.
AMENDMENTS
This Agreement may be amended in whole or in part at any time by the owner of the Property,provided: 1)the amendment(s)are
approved in writing by the owners of a majority of the lots within the Property as recorded with the Register of Deeds,Winnebago
County,Wisconsin;and,2)the amendment(s)are approved in writing by the City of Oshkosh Board of Public Works. This
Agreement shall be a permanent covenant that shall,as provided by law,run with the land and any amendment to this Agreement shall
be subject to the prior approval by the City of Oshkosh.
SIGNATURES ON FOLLOWING PAGE
January 31,2019
CITY OF OSHKOSH
STORMWATER MANAGEMENT FACILITY
MAINTENANCE AGREEMENT
Document Number Document Title
For the Owner/Developer:
ANNEX 71,LLC.
an Indiana limited liability company
By:Mecca Companies,Inc.
Its:Manager
By: A.A-
Kyle D.Bach,CEO
STATE OF INDIANA )
ki
� �,,, " )ss.
/u ,t d xi COUNTY )
Personally came before me this �U day ofJ1/,-- ,2019,the above named Kyle D. Bach,to me known
to be such person who executed the foregoing' stru nt,anc o 7411 same,for the purpose herein contained.
Wt• -�l�ft�(��f/G
//Notary ublic,State of Indiana
My Co ission expires: .' 20 2 3
"..... JULIE M.ELLIOTT
°` :NOTARY: ' Marion County
For the City of Oshkosh: `:?..,E-.�sEAL : MyCommi�sion •'res
( ) August 24,2023
Mar A.Rohloff,City Manager Pamela R.Ubrig,City Clerk
STATE OF WISCONSIN )
)ss.
WINNEBAGO COUNTY )
Personally came before me on this n day of ,2019,the above named,Mark A.Rohloff and
Pamela R.Ubrig,to me known to be the persons xecu the for ing ins t and acknowledged the
same.
ub is to of Wisconsin
, ))My Commis ion pires:
Approved as to form:
•
:yr!), Ai
' i,c1
, (
renson, ttorney
This document was drafted by:
David J.Praska •
Deputy City Attorney
Oshkosh,WI 54903-1130
January 31,2019
Ce
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v B Ix:4328897
DOC# 1774521
NATALIE STROHMEVER
REGISTER OF DEEDS
CERTIFIED SURVEY MAP NO.—1 3g9_ WINNEBAGO COUNTY,WI
ALL OF LOT 1 OF CERTIFIED SURVEY MAP NO.7242;AND RECORDED ON:
ALL OF LOTS 23,AND 24,BLOCK F,WESTERN ADDITION;AND 09/05/2018 01:26 PM
PART OF VACATED NORTH HALF HANCOCK STREET.SOUTH OF RECORDING FEE:30.00
SAID LOTS 23.AND 24;BEING A PART OF THE SOUTHEAST 1/4 PAGES: 5
OF THE NORTHEAST 1/4 AND PART OF THE NORTHEAST 1/4 OF
THE SOUTHEAST 1/4 OF SECTION 23,TOWNSHIP 18 NORTH.
RANGE 16 EAST,IN THE FIRST WARD,CITY OF OSHKOSH,
WINNEBAGO COUNTY.WISCONSIN
NORTHEAST CORNER
SECTION 23
�T18N• RISE
LOT 1 AREA ALL PROPOSED BOILDINGS
AND PAVEMENTS ARE
221,919 SQ.FT. CURRENTLY
URCONSTRUCTIONELYUNDER
LOT 2 '}'10 I ,•tr. NOTE:
5.095ACRES CSM IQ''w 'k SEE SHEET 3
NO. 4;I>1 FOR DETAIL OF
LOT 2 AREA OLITLOT 2 m �,'-' tip ' EASEMENTS
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L - RM v=,� LINE TABLE: BEARINGS ARE REFERENCED -0
L1 N 52°49'49" W 2.00' THE WINNEBAGO COUNTY COORDINATE
�_- (5 53°46'43" E) SYSTEM IN WHICH THE EAST LINE OF
L2 S 52°44'49" E 2.00' THE NORTHEAST 7/4 OF SECTION 23
, ' (N 53°46'43" W) REARS N 00.15'32" W
L3 S 52°46'19" E 60.03'
(N 53°48'13" W) 1' ' 150'
• L4 S 38'25'36" W 15.13'
AI1' (N 37°23'42" E) 0 150 300
O� LS S 30°22'59" W 132.15' SCALE IN FEE'
(N 29°21'00" E)
SECTION 23
TISN. RISE L6 S 34°10'23" W 133.65' `g.:a.wUtuq
CURVE I.Z.S. -S.'`C,O Ns/�Irr4,22'!
Curve Radius Delta Length Chord Bearing Chord �5 ti
1 618.10' 031°50'51" 343.57' N 67°49'02.5" E 339.16' `�:'� lkN, 'i
2 618.69' 001°51'59" 20.15' N 82°57.10.5" E 20.15' fps""' �.
3 45.00' 245°44'32" 193.01' N 87°23'18.0" E 75.59' g f OSATI .*
4 618.69' 033°50125" 365.41' S 72°11'20.5" E 360.13' ::-.;*".1,
; s,2551
5 618.69' 023°53'44" 258.03' S 77°09'41.0" E 256.16'
6 618.69' 009.'56'41" 107.38' S 60°14'28.5" E 107.25' 0 tt A 4H OQ=.
i
LEGEND %,t-.�N ..... JE+__;_
• 1" 0.Q. IRON PIPE SET, 18' LONG. CHISELED "X" FOUND 11 SU
WEIGHING 1.130 LEIS. PER LIN. FOOT • GOVERNMENT CORNER r�r I-III ��
p MAG NAIL FOUND ( ) RECORDED AS �(v V
..!
O 3/4' O.D. REBAR FOUND P.08. POINT OF BEGINNING ZOtQ l
0 1' 0.0. IRON PIPE FOUND O U k3-
Martenson & Eisele, Inc.
Exhibit A
1377 Midway Road Planning SURVEY FOR:
Menasha,WI 54952 Environmental ANNEX 71, LLC PROJECT NO. t-0692-001 Page 1 of 5
www.merlensontlsele.com Surveying 409• JULIE ELLIOTT MASSACHUSETTS AVE,
in fo(rnertensorrelsele.Oom Engineering sunE 3O0 FILE t-0892-OO1csm-2.aw9 SHEET t OF 5
920.731.0381 1.800.236.0361 Architecture INDIANAPOLIS. IN A6204 THIS INSTRUMENT WAS DRAFTED BY: C.Cleary
Capture screen now
CERTIFIED SURVEY MAP NO. 399
DETAIL OF
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CURVE TABLE: ,.EAA, 4
Curve Radius Delta Length Chord Bearing Chord _- '; viva
1 618.10' 031'50'51" 343.57' N 67°49'02.5" E 339.16' r 000
10.
2 618.69' 001°51'S9" 20.15' N 82°57'10.5" E 20.15' S { 1 j
3 45.00' 245'44'32" 193.01' N 87°23'18.0" E 75.59' i f S
4 618.69' 033°50'25" 365.41' S 72°11'20.5" E 360.13' 0. � lam_
5 618.69' 023°53'44" 258.03' S 77°09'41.0" E 256.16' ri. r� ., 0 -
6 618.69' 009°56'41" 107.38' S 60°14'28.5" E 107.25' �i4r. •. ..
LINE TABLE: rthtt41,1%1 `,
Ll N 52'44'49" W 2.00' 3
L2 5 S2°94'49° 8 2.00' 8
L3 S 52 46'19" E) '
60.03' `- --
(N 53'48'13" W) v
L4 S 38°25'36" W 15.13'
(N 37°23'42" E) Exhibit A
L5 S 30°22'54" Si 132.15'
(N 29°21'00" E) PROJECT NO. 1-0892-001 Page 2 of 5
L6 S 34°10'23" Si 133.65' SHEET 2 OF 5
i
CERTIFIED SURVEY MAP NO.---3cA
DETAIL OF y.;
, EXISTING AND FUTURE �;
EASEMENTS I uy IL. I -
S53°02'38"E
. 23.5T
�9 —
// Cs 12 ,•
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B CYCLE
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SEPARATE/
INSTRUMENT
/ /. PER ppOCU .NT M
/' / ti NO.I1`14S
// //,' "p LOT 1
4
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( // 60' GENERAL UTILITY USIM NT )
4 ( PER DOCUMENT NO. L1-1 . 15 1 )
1
1 1
1 0
1� 1 N6 •.•3 i-
N I ��
RQA�
I1 .092rN •13 FtIQ�• l� scALE 1- - 1DD'
a - N63
SIDEWALK EASEMENT LINE TABLE: •�`. "'_;,, I
PER DOCUMENT Ll N 52°44'49" W 2.00' y (1i),0 }
NO. 1244814 (S 53°46'43" E) I $• 1
L2 S 52°44'49" E 2.00' S i U�
(N 53°°46'43" W) ' 'a.
L3 S 52 46'19" E 60.03' •'' �!-, 0 0
L4 (N 37°25'36" E) 15.13' ''�-'141Vl�/D,SUPs. 00.,.. ..._,
L5 S 30°22'54" W 112.15'
(N 29°21'00" E)
L6 S 34°10'23" W 133.65'
b`b k3-200
CURVE TABLE:
Curve Radius Delta Length Chord Bearing Chord
1 618.10' 031°50'51" 343.57' N 67°49'02.5" E 339.16'
2 618.69' 001°51'59" 20.15' N 82°57'10.5" S 20.15'
3 45.00' 245°44'32" 193.01' N 87°23.18.0" E 75.59'
4 618.69. 033°50'25' 365.41' S 72°11'20.5" E 360.13'
5 618.69' 023°53'44" 258.03' S 77°09'41.0" E 256.16'
6 618.69' 009.56'41" 107.38' S 60°14'28.5" E 107.25'
PROJECT NO, 1-0892-001
SHEET 3 OF S Exhibit A
Page 3 of 5
CERTIFIED SURVEY MAP NO. —7 3S9
SURVEYOR'S CERTIFICATE:
I, CHRISTOPHER R. CLEARY, PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY: THAT I HAVE SURVEYED,
MAPPED AND DIVIDED AT THE DIRECTION OP ANNEX 71, LLC, OWNER OF SAID LAND, ALL OF LOT 1 OF
CERTIFIED SURVEY MAP NO. 7242; AND ALL OF LOTS 23, AND 24, BLOCK F, WESTERN ADDITION; AND
PART OF VACATED NORTH HALF OF HANCOCK STREET, SOUTH OF SAID LOTS 23, AND 24; BEING A PART OF
THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 AND PART OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF
SECTION 23, TOWNSHIP 18 NORTH, RANGE 16 EAST, IN THE FIRST WARD, CITY OF OSHKOSH, WINNEBAGO
COUNTY, WISCONSIN, MORE FULLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST 1/4 CORNER OF SAID SECTION 23; THENCE NORTH 00 DEGREES 15 MINUTES 32
SECONDS WEST, ALONG THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION, A DISTANCE OF 233.30
FEET; THENCE SOUTH 89 DEGREES 44 MINUTES 28 SECONDS WEST, 482.63 FEET TO THE POINT OF
BEGINNING; THENCE SOUTH 38 DEGREES 19 MINUTES 21 SECONDS WEST, ALONG THE NORTHWESTERLY LINE
OP LOT 1 OF CERTIFIED SURVEY MAP NO. 7150, A DISTANCE OF 80.11 FEET: THENCE NORTH 52 DEGREES
44 MINUTES 49 SECONDS WEST, CONTINUING ALONG THE NORTHWESTERLY LINE OF LOT 1 OF CERTIFIED
SURVEY MAP NO. 7150, A DISTANCE OP 2.00 FEET; THENCE SOUTH 38 DEGREES 19 MINUTES 21 SECONDS
WEST, CONTINUING ALONG THE NORTHWESTERLY LINE OF LOT 1 OF CERTIFIED SURVEY MAP NO. 7150, A
DISTANCE OP 67.49 FEET; THENCE SOUTH 52 DEGREES 44 MINUTES 49 SECONDS EAST, CONTINUING ALONG
THE NORTHWESTERLY LINE OF LOT 1 OF CERTIFIED SURVEY MAP NO. 7150, A DISTANCE OF 2.00 FEET;
THENCE SOUTH 38 DEGREES 28 MINUTES 57 SECONDS WEST, CONTINUING ALONG THE NORTHWESTERLY LINE
OF LOT 1 OF CERTIFIED SURVEY MAP NO. 7150, A DISTANCE OF 134.86 FEET; THENCE SOUTH 52 DEGREES .
46 MINUTES 19 SECONDS EAST, ALONG THE SOUTHWESTERLY LINE OF SAID LOT 1 OF CERTIFIED SURVEY
MAP NO. 7150, A DISTANCE OP 60.03 FEET; THENCE SOUTH 38 DEGREES 25 MINUTES 36 SECONDS WEST,
ALONG THE NORTHWESTERLY LINE OF LOT 2 OP SAID CERTIFIED SURVEY MAP NO. 7150, A DISTANCE OF
15.13 FEET; THENCE SOUTH 30 DEGREES 22 MINUTES 54 SECONDS WEST, ALONG THE NORTHWESTERLY LINE
OF LOT 2 OF SAID CERTIFIED SURVEY MAP NO. 7150 AND ITS SOUTHERLY EXTENSION TO THE NORTHERLY
RIGHT-OF-WAY LINE OF MARION ROAD, A DISTANCE OF 132.15 FEET; THENCE NORTH 64 DEGREES 44
MINUTES 31 SECONDS WEST, ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF MARION ROAD, A DISTANCE OF
326.10 FEET; THENCE NORTH 63 DEGREES 08 MINUTES 27 SECONDS WEST, CONTINUING ALONG THE
NORTHERLY RIGHT-OP-WAY LINE OF MARION ROAD, A DISTANCE OF 366.13 FEET; THENCE NORTH 38
DEGREES 00'MINUTES 11 SECONDS EAST, ALONG THE SOUTHEASTERLY RIGHT-OF-WAY LINE OF DAWES STREET,
A DISTANCE OF 87.98 FEET; THENCE 343.57 FEET ALONG AN ARC OF A CURVE TO THE RIGHT, ALONG THE
NORTHERLY RIGHT-OF-WAY OF FORMER RAILROAD, ALSO BEING THE SOUTHERLY LINE OF CERTIFIED SURVEY
MAP NO. 5396 AND LOT 2 OF CERTIFIED SURVEY MAP NO. 5712, SAID CURVE HAVING A RADIUS OF 618.10
FEET AND A CHORD THAT BEARS NORTH 67 DEGREES 49 MINUTES 03 SECONDS EAST, 339.16 FEET; THENCE
20.15 FEET ALONG AN ARC OF A CURVE TO THE RIGHT, ALONG THE NORTHERLY RIGHT-OF-WAY OF FORMER
RAILROAD, ALSO BEING THE SOUTHERLY LINE OF CERTIFIED SURVEY MAP NO. 5396 AND LOT 2 OF
CERTIFIED SURVEY MAP NO. 5712, SAID CURVE HAVING A RADIUS OF 618.69 FEET AND A CHORD THAT
BEARS NORTH 82 DEGREES 57 MINUTES 11 SECONDS EAST, 20.15 FEET; THENCE 193.01 FEET ALONG AN
ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 45.00 FEET AND A CHORD THAT BEARS
NORTH 87 DEGREES 23 MINUTES 18 SECONDS EAST, 75.59 FEET; THENCE 365.41 FEET ALONG AN ARC OF A
CURVE TO THE RIGHT, ALONG THE NORTHERLY LINE OP OUTLOT 2 OF CERTIFIED SURVEY MAP NO. 5712 AND
THE SOUTHERLY LINE OF CERTIFIED SURVEY MAP NO. 7046, SAID CURVE HAVING A RADIUS OF 618.69
FEET AND A CHORD THAT BEARS SOUTH 72 DEGREES 11 MINUTES 21 SECONDS EAST, 360.13 FEET; THENCE
SOUTH 53 DEGREES 02 MINUTES 38 SECONDS EAST, ALONG THE SOUTHERLY LINE OF CERTIFIED SURVEY MAP
NO. 7046, A DISTANCE OF 23.57 FEET; TO THE POINT OF BEGINNING. CONTAINING 234,356 SQUARE FEET
(5.380 ACRES]. SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD.
THAT I HAVE FULLY COMPLIED WITH CHAPTER 236.34 OF THE WISCONSIN STATUTES AND WITH THE CITY
OF OSHKOSH SUBDIVISION ORDINANCE IN SURVEYING, DIVIDING AND MAPPING THE SAME.
THAT THIS MAP IS A CORRECT REPRESENTATION OF ALL THE EXTERIOR BOUNDARIES OF THE LAND
SURVEYED AND THE DIVISION THEREOF.
GIVEN UNDER MY HAND THIS 13th DAY OF AUGUST, 2018.
CHRISTOPHER R. 1+ARY. PROFES IONAL WI SURVEYOR S-2551 . AMPS a'N) 1
*i 3.2551 *1
s ` APPLETON i C
,i,,,hp,SUR`J•`'.
CITY OF OSHKOSH PLANNING COMMITTEE CERTIFICATE:
THIS CERTIFIED SURVEY MAP OF BEING PART OF CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN,
IS HEREBY APPROVED.`/ ,/
DATED THIS /.5•//� DAY OF AUdL1S+ , 2018.
PLANNIN' 4' SION SECRETARY
Exhibit A
PROJECT NO. 1-0892-001
SHEET 4 OF 5 Page 4 of 5
.
.
•
CERTIFIED SURVEY MAP NO. --I3EI - -
CORPORATE OWNER'S CERTIFICATE:
ANNEX 71, LLC, Aj I INDIANA LIMITED LIABILITY COMPANY, DULY ORGANIZED AND EXISTING
UNDER AND BY VIRTUE OF THE LAWS OF THE STATE OP INDIANA, HEREBY CERTIFY THAT WE CAUSED
THE LAND ABOVE DESCRIBED TO HE SURVEYED, DIVIDED, DEDICATED AND MAPPED ALL AS SHOWN
AND REPRESENTEDJON THIS MAP. f�y •//.
DATED THIS P i DAY OP A t ju•1/" , 20 /?
SIGNATURE
I D. G�'D. eA , CEO
PRIM( NAME & TITLE
STATE OF I4-/I), Try 4 )
)SS
N`f�1U d W COUNTY) pp
PERSONALLY CAME BEFORE ME ON THE /1�DAY OF �E 20/b.
THE ABOVE OWNER(S)TO ME KNOWN TO BE THE PERSON(S) THE FOREGOING INSTRUMENT
AND ACKNOWLEDGE THE SAME.
NOT PUBLIC, STATE OF /MD'A'Jh �•. JUIIEM.EWQTT
F Mbian
COMMISSION �) �" 'YCam,MJonE Iru
(EXPIRES, "f/Z11/2/122 ) v AKMHBCBXM
CORPORATE OWNERS CERTIFICATE:
CITY OF OSHKOSH, DULY ORGANIZED AND EXISTING UNDER AND BY VIRTUE OF THE LAWS OF THE
STATE OF WISCONSIN, AS OWNER, DOES HEREBY CERTIFY THAT SAID ENTITY CAUSED THE LAND
DESCRIBED ON THIS CERTIFIED SURVEY MAP TO BE SURVEYED, DIVIDED, MAPPED, AND DEDICATED
AS REPRESENTED ON THIS CERTIFIED SURVEY MAP.
CITY OP OSHKOSH, DOES FURTHER CERTIFY THAT THIS CERTIFIED SURVEY MAP IS REQUIRED BY
S.236.10 OR S.236.12 TO BE SUBMITTED TO THE FOLLOWING FOR APPROVAL: CITY OF OSHKOSH.
IN WITNESS WHEREOF, THE SAID CITY OF OSHKOSH HAS CAUSED THESE PRESENTS TO HE SIGNED
BY MARK ROHLOFF, IT'S CITY MANAGER, AND PAMELA R. UBRIG, IT'S CITY CLERK AT OSHKOSH,
WISCONSIN,ON THIS _ DAY OF / i 4 ,S 4 L . 20 A;
IN THE PRESENCE OF:
THE CITY OP OSHKOSH
BY:
K ROHLOFF, CITY MANAGER PAMELA RI,CI ERR
STATE OF WISCONSIN )
)SS
WINNEBAGO COUNTY )
PERSONALLY CAME BEFORE ME ON THE (/] ) DAY OF � 20�
MARK ROHLOFF, CITY MANAGER, AND PAMEL�—R.—UBRIG, CITY LERK OF THE ABOVE NAMED CITY OF
OSHKOSH, TO ME KNOWN TO BE THE PERSON WHO EXECUTED THE FOREGOING INSTRUMENT, AND TO ME
KNOWN TO BE SUCH CITY MANAGER OF THE CITY OF OSHKOSH AND ACKNOWLEDGED THAT HE EXEQW2D THE
FO$E(aOING INSTRUMENT SUCH OF .0,,s 1144Po
i b
tigg1CAle s
NIGNATURE s Q
NOTARY PURL S 1
STATE OF WISCONSIN 4 3 4 S'2
MY COMMISSION EXPIRES: ,jlL) i4,XTZLJ $ `(..Apit1O 0�
J I
CITY OF OSHKOSH APROVAL:
THIS CERTIFIED SURVEY MAP WAS APPROVED AND ACCEPTED BY THE CITY OF OSHKOSH :::::::nli))/
ON THIS g-3- DAY OF i�S1 �, f
, h ,d lu_kai e,--ae.l�3
CITY 1 AGER DATED CLERK DATED Exhibit A
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Inspection & Maintenance Log
Detention Basin
Inspection Year:
Name of Site: Address:
Inspector: Company:
Municipality
Contact: Phone:
*Facility owner responsible for inspecting, maintaining, and repairing facility components after major
storm events(greater than '/2"), annually at a minimum. Check any deficiencies noted and comment
for maintenance actions taken, date of repair, and any alerts. Inspection items with no*should be
completed by a qualified professional every five years (or more frequently if concerns are noted).
Inspection Item Storm ' Storm Storm Maintenance Action Date
Date Date Date
Pond
Bank Erosion*
Debris/Trash Accumulation*
Visible pollution*
Abnormal water levels*
Sediment Accumulation*
Depressions,Whirlpools, Sinkholes
Embankment
1. Upstream Slope- Poor Grass Cover*
Erosion or Slides*
Trees/Brush Growing on Slopes*
Deficient Riprap Protection*
Animal Burrows*
Depressions or Bulges
Settlement
Longitudinal Cracks
Transverse Cracks
Exhibit C
Page 1 of 5
Page 1 of 4 Rev.02/22/200B
Inspection & Maintenance Log
Detention Basin
Inspection Item Storm Storm Storm Maintenance Action Date
Date Date Date
2. Crest—Settlement*
Misalignment
Cracking
3. Downstream Slope - Poor Grass
Cover*
Erosion or Slides*
Trees/Brush Growing on Slopes*
Animal Burrows*
Excessive or Cloudy Seepage*
Longitudinal Cracks
Transverse Cracks
Depressions or Bulges
Settlement
Seeps, leaks, or boils
Exhibit C
Page 2of5
Page 2 of 4 Rev.02/22/2008
Inspection & Maintenance Log
Detention Basin
Inspection Item Storm Storm Storm Maintenance Action Date
Date Date Date
4. Emergency Spillway—Exposed
Fabric*
Overgrown Vegetation*
Erosion/Backcutting at berm or road*
Rutting or pot-holes*
Obstructions or debris*
Inadequate Riprap/Armor*
Cracking
Slumping/Sloughing of Embankment
Settlement
Spillway
1. Eroding or Backcutting*
Overgrown Vegetation*
Obstructions with Debris*
Excessive Siltation*
Slumping/Sloughing
Control Structure
1. Inlet- Debris in Conveyance Area*
Erosion or Undercutting*
Stop-log deterioration/leaking*
Joint Separation
Cracks in Concrete
Deteriorated piping
Displacement of Structure
Exhibit C
Page 3 of 5
Page 3 of 4 Rev.02/22/2008
Inspection & Maintenance Log
Detention Basin
2. Outlet- Erosion or Backcutting*
Debris in Culvert or Trash Rack*
Undermining/Scour*
Inoperable control valve*
Inoperable flap gate*
Joint Separation
Cracks in Concrete
Downstream Area
1. Erosion
Debris/Obstructions*
2. Bridge/Culvert Problems
Buildings Issues
Foundation Concerns
Exhibit C
Page 4 of 5
Page 4 of 4 Rev.02/22/2008
Inspection & Maintenance Log
Catch Basin / Proprietary Device
Inspection Year:
Name of Site: Address:
Inspector: Company:
Municipality
Contact: Phone:
*Facility owner responsible for inspecting, maintaining, and repairing facility components after major
storm events(greater than '/"), annually at a minimum. Check any deficiencies noted and comment
for maintenance actions taken, date of repair, and any alerts. Inspection items with no*should be
completed by a qualified professional every five years (or more frequently if concerns are noted).
Inspection Item Storm Storm Storm Maintenance Action Date
Date Date Date
Catch Basin/Proprietary Device
Inlet Protection* Remove after •
Stabilization
Debris/Trash Accumulation* Clean up/Remove
Abnormal water levels* Contact Municipality
Sediment/Floatables Accumulation* Remove (pump and
dispose of at
wastewater treatment
plant)**
Depressions around facility Contact Municipality
Joint Separation Contact Municipality
Cracks in Concrete Contact Municipality
Deteriorated piping Contact Municipality
Displacement of Structure Contact Municipality
** Pumping Details (based on design guidelines):
Type of unit(s) Design Pumping Frequency
Dates Pumped
Pumper Disposal Location
Page 1 of 1 Rev.02/22/2008
Exhibit C
Page 5of5