HomeMy WebLinkAbout028AA-78 Ordinance
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RECORD OF ORDINANCES
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National Graphics Corp., Cols" O. ~ Farm No. 2808-A
AA JUN , 1978
Ordinance No._______2Jt:_2B
p assed_______________________________________ ____h~~____19 _____~ __
AN ORDINANCE PROVIDING FOR A CHANGE
IN ZONING OF CERTAIN REAL ESTATE TO
~ PLANNED UNIT DEVELOPMENT DISTRICT
(P.ll.D.)
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~ RE IT ORDAINED by the Council of the Village of Dublin, State of
f Ohio, ~ of the elected members concurring:
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SECTION I. That the following described real estate (see attach-
ed) situated in the Village of Dublin, State of Ohio, sha I I be
and it hereby is rezoned to a Planned Unit Development District
(P.ll.D.) and shall be subject to regulations and procedures con-
tained in Ordinance 21-70, Village of Dublin, Ohio (Zoning Code
of the Village of Dublin) and the amendments thereto, and sha II
be further subject to the conditions set forth in the report and
recommendations of the Planning Commission, a copy of which is
attached hereto, marked as Exhibit "A" and is hereby incorpora-
ted into and made a part of this Ordinance
SECTION 2. That the plat submitted by "Shannon Park" entitled
~'"Preliminary Development Plan" which said plat is attached hereto
and identified as Exhibit "R" and the textual material submitted
~ by "Shannon Park" entitled "Shannon Park Site Data Sheet" hereto
}1 identified as Exhibit "C" and attached hereto, and a letter sub-
mitted by Evans, Mechwart, Hamb I et on an d T i I t on , Inc. attached
hereto and identified as Exhibit "D" and all these Exhibits are
hereby incorporated into and made a part of this Ordinance, and
said real estate shall be developed and used in accordance there-
with except as provided in the report of the Planning Commissions
and subject to the conditions in and the regulations referred to
inSect i on I of this Ordinance and said Preliminary Development
Plan is hereby approved.
SECTION 3. That this Ordinance shall take effect and be in force
from and a~ter the ear I i est per i od allowed by law.
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Passed this ~ day of ~t , 1978
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' President Pro Tempore
r! I M.~! l:e~1ll:/jl~!f;~
ATTEST:
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C I erk- Trea'surer
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RECORD OF PROCEEDINGS
of Dublin M eetillg
National Graphics Corp,. Cols.. O. Form No. 1097 .....
-June 5 'd 1978- 19
(June 5, 1978, meeting of the Village of Dublin council was called to order
'.yor Charles Coffman. Roll call - William Callahan, present; Ronald Geese,
sent; Catherine Headlee, present; Robert Karrer, present; Charles Mand,
sent; Jacob Shawan, present. The minutes of the May 15 meeting were read,
moved, Callahan seconded and it was unanimously passed to approve the minu es
h the following correction, amendment to motion about time of meetings pass-
;;not fail ed. The following bills were submitted for payment:
11 8278.46 Flower Garbage 3213.40
State Bank int rev 2542.52 PERS 1385.83 I!
;ioe Pensions 645.41 H F MoClory 340.00
cker, :Barton Evatt & Ebkler 1650.12 Terry Schoby 18.00 iil!
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:z: Corp 30.40 Blue Cross 724.86 ~
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!, ess and Niple 7877.22 American Family Life 41.20 :1
,oro1a Inc 448.00 Ohio Auto Parts 2.94 l.
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. bu.s Dispatch legal ads ..c 91.64 Godwin Bohm 750.00 P
ra1 Ohio Welding 14.40 Franklin Landmark 71.88
west Chemioal Supply 27.90 H F MoClory guard 2700.00 ii'
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Market 5.43 Sunmark Industries 117 . 26 'i
o Chiefs of Polioe 25.00 Central Communi oat ions 153.03 :i:1
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'a.onwide Insuranoe 468.00 Avery Road Lawnmower 331.75 :ji
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gess and Niple 10578.84 S P Mount Printing Co 710.00 I
'k Maxton Chevrolet 9.27 Chem Trol Chemical 274.95 Ii
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dard. Oil Co 485.97 Ohio Bell Telephone 256.81 'I:
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liard. Lumber Co 5.92 Erio Cappel 7.75 iii'
:k Conie & Sons 879.02 Smart s Fann Equi pment 24.72 :::1
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er DAvidson Sptg Gds 529.30 Xerox Corp 25.00 'I,
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il Oil Corp 10J123 Columbus Diesel Supply 16.38 ;Ii
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ry Road Lawnmower 9.85 Ohio Resouroes Consultants 1240.00
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. te Acres Implement 397.07 Columbia Gas of Ohio 30.17 'I
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dye Paper Store 2.34 Cemetery labor 571.74 i!
ver Construction Co 35512.00 Northwood STone & Asphl t 140.00 'f
1in County Treasurer 68.80 Unico Landfill 16.00 il
~1in Auto earts 57.67 Ohio Auto Kare 20.50 II
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, 1d Richardson 2114.50 Street labor 321.97 :~
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,pard. Exoavating 108.00 Domestic Linen Supply 115.65 I
usa Aggregate s 73.22 Central Communications 62.41
A Auto Parts 13 .01 Helen Kinzer 196.62 I
postmaster 185.00
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her moved, Mand seoonded and it was unanimously passed to pay all the bills
: ept the Nationwide Insurance bill. (no collision insuranoe on It. car)
~b1io hearing was held on proposed uses of 1979 Revenue Sharing Funds in
_ amount of $15,320.00. Adminstrator Sheldon suggested poSSible uses as
nOipally street equipment. To be aoted on with entire budget at July 10 I
,tting. I
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1 h,Manning, representing the Maple Glen subdivision, requested pennission
r a lot owner to begin to build a house before all street improvements are
" e. Mand moved, Shawan seoonded, that oounoil aocept Mr Mannings request
waive the requinnent sinoe the performance bond on the imporvements has
en submitted. Callahan, no; Geese, no; Headlee, no; Karre+, no; Mand, yes;
wan, no. Motion failed 1-5. Mand suggested that planning and zoning look a
.~ wording the ordinanoe governing building. Counoil ooncurred with Mand.
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inance 50-78 hiring a village solioitor was read for a second time.
nance 28-78 amending RID zoning for Shannon Park was read for a third time, 'f
d moved to amend the ordinance by adding the water retention plan subnitted
oouncil, Headlee seoonded, all voted in favor of the amendment. A motion by
d, a seoond by Headles, and a unanimous vote had taken ordinance 28-78 from
,e table. Ordinance 28-78 with the amendment was unanimously passed. 6-0.
'. inance 41-78 the Brand Road portion of the Northwest Waterline was read for I
1hrid time. Geese moved to table Ordinanoe 41-78, Callahan seconded,
'Uahan, yes; Geese, yes; Headlee, yes; Karrer, no; Mand, yes; Shawan, no;
tion to table, passed 4-2.
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inance 51-78 for the renewalof $368,000.00 in notes for the municipal I'
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ilding was introduoed by Geese and read for the first time. Callahan moved 'I
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o dispense with the three time reading rule and pass as an emergency measure, .,
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d seconded, all voted in favor of the motion and the ordinanoe, passed 6-0
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The regular meeting of the Planning and Zoning Commission was held
on March 7, 1978 at the Municipal Bu i I din 9 , 129 South High Street.
Those in attendance were Don Caudy, 8 i II Callahan, Charles Coffman,
Gerald Macklin, Sol icitor Don Richardson, Engineer Bi II Myers and
Planner larry He I man.
Acting Chairman Gerald Macklin cal led the meeting to order at 7:30
~ P.M. The minutes of the February 7, 1978 meeting were read and
approved as revised.
The final plat for the Maple Glen subdivision was presented by Ken
Manning. Comments on storm water runoff were discussed by 8ill
Myers and larry Helman. 8 ill Ca II ahan moved, seconded by Don Caudy
to send the plat to Counci I for approval. Motion carried.
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Dave Hussy presented the preliminary plat for Shannon Park. 8i II
Calahan moved, seconded by ,Don Caudy to recommend the preliminary
plan to Counci I with the fol lowing adendums or modifications~
(I) residential densities shall be shown on the plan (2) proposed
sewer alignment wi II be attached as agreed upon by 8il I Myers and
Council. (3) work out data on run off water, storm management agree-
ment with Bi II Mayers (4) site data updated and attached to prelim-
inary plan prior to submittal to Counci I. M.ti.n carried unani-
mou sly.
Iharl.s W.lf. pr.sent Wat.rford ~hase .. Pr.sent at n.xt C.unoil
me.ting after d..d .f 1.71~ acnes has ~..n .h..k.d.
The S'ign Irdinan.e was .is.ussed an. Mr. laudy moved, see.nded by
~ Mr. lallahan t. send t. I.un.i I in Irdinan.. f.rm.
There was a .is.ussi.n en storm wat.r manag.m.nt and what ean b.
don. t. g.t it m.vin~. Mr. Callahan mov.d, se.ended by Mr. Gaudy
that larry Helman and lill Myers make a reas.nabl. .tat.m.nt ..n-
cernin~ ~.rm water run.ff and how it mi~ht b. handled. M.t i .n
.arri.d unanim.usly.
Ther. ..in! n. furth.r busin.ss to ..m. b.f.re the C.mmission, the
m..ting was adjourned at II:" f).M.
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SHANNON PARK
SITE DATA SHEET
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I. SITE LOCATION AND DESCRIPTION
The site is approximately 76 acres in area and is located to the
West of Coffman Road (across from the Dublin High School), with
6 the south property line of the site being 750 feet north of poste
Road. Immediately to the south of the site is the proposed future
city park and municipal building.
The site topography is generally flat to rOlling and the site is
being used presently for agricultural purposes. Environmental
features include Indian Run Creek which crosses at the extreme
southwest corner of the site and there are various major tree
rows on t~e site, especially along the creek as well as along
the western property line of the site.
II. SITE CONCEPT
The proposed concept for use of the site centers around two main
E concerns.
A. Any proposed land uses for the tract should "dovetail" with
expected land use types and land use transition in the immediate
area.
B. The site circulation system should provide and facilitate
pedestrian as well as auto movement to and from the new
Dublin High School from areas both north and west of the
property.
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Much of the ~ land ~ between Poste Road and Route 33 is zoned
or can be expected to be utilized for industrial/office type uses.
It can also be assumed that the center of the area bounded by Avery
Road to the west, Coffman Road to the east and Poste Road to the
E South will be predominantly residential in character. Therefore,
special consideration will have to be given to the type of land use
that separates the residential area from the industrial/warehouse
area south of Poste Road. We feel that quality office development
will be a "good neighbor" to both residential uses as well as
industrial/warehouse uses and yet at the same time "buffers" these
two uses from each other.
Concerning circulation, the Development Plan proposes that a 60 foot
ROW street be established as the first link between connecting the
high school on the east with expected residential area on the west
and northwest. This system further includes a road system to link
the proposed development with the Hemingway Village Subdivision to
E the north.
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Accesses to Coffman Road have been spaced such as to afford easy
vehicular ingress and egress.
Lots vary in size with the minimum lot being 70' x 125.
The average lot size is 11,160 Square Feet.
There will be no new driveways onto Coffman Road from the pro-
posed single family lots.
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III. SITE INFORMATION
Section 450.062
1) Shown on Preliminary Development Plan
2) (a) Area 1 = 33.4 Acres - Single Family
105 Units
E 3.1 Units per Acre
(b) Area 2 = 21.2 Acres - Multi-Family - Total
170 Units
8.0 units per Acre
( 4.7 Acres - 4 Units per Acre = 20 Units)
(16.5 Acres - 9 Units per Acre = 149 Units)
(c) Area 3 = 19.0 Acres - Office
Cd) Area 4 = 2.7 Acres - Park
3) Shown on Preliminary Development Plan
4) See Attached Engineering Feasibility Report
5) See Exhibit "A"
~ 6) The single family residential area is proposed in 2 phases,
Area I-A and I-B (as shown on Exhibit "A"). Area I-A is
proposed to begin construction as soon as appropriate plans
and approvals are complete.
The multi family residential, Area 2 (as shown on Exhibit" A" )
is planned for construction in spring of 1979 unless conditions
warrant otherwise.
The office area, Area 3 (as shown on Exhibit "A"), will be
developed on a demand basis.
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The park (Area 4) will be donated to the Village of Dublin
upon request, fOllowing recordation of the proposed re-
sidential plats.
7) See Site Location Map
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,! 8) See P~ended Preliminary Development Plan
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Ev ANS, MECHWART, HAMBLETON, & TILTON. INC.
Branch Office
H.L. JETT, P,E., Pres. S North Court Street
A.W. MAIER, P.E., V, Pres. Athens. Ohio 45701
W.H. MECHWART, P,S" Sec. Treas. CONSUL TING ENGINEERS Area Code, 614 593 - 7767
SURVEYORS
Associates: Associates:
D.A. HUSSEY, P.E. 170 MILL STREET . GAHANNA. OHIO 43230 G,A. MARA, P,E, (Manager)
Chief Engineer W,K, STANFORTH, P.E,
E.E. MADDY, P.S, Area Code 614-471-5150 W.M. WATKINS, P.S.
Chief Surveyor
March 15, 1978
F.D. BOOTHE, P.E.
J.w. CAMPBELL, P.S,
R. H, DICKHAUS. P.E,
~ N. E. KOHMAN, P.E.
R, H. NORRIS, P.E., P,S.
. ..~ T. D. SIBBALDS, P,S,
S. L, TOLMAN, P,E.
Village of Dublin, Ohio
Village Council
129 South High Street
Dublin, Ohio 43017
Re: Shannon Park
Order No. P-775
Members of Council:
Submitte~ herewith, are seven (7) copies of the Preliminary
Development Plan for the Subject Project for your review and
approval.
The village Planning Commission approved the plan on March
7, 1978, subject to the following conditions:
(1) That net densities and types of dwelling units are
U shown on the plan for all areas.
(2) That the setback on the south side of Terra Hill Drive
is staggered between 25 feet and 30 feet.
(3) That the proposed ownership of the Park is shown on
the plan.
(4) That the Site Data Sheet is updated and attached to
the plan.
(5) That storm water runoff data is submitted to the Village
Engineer for review.
All of the above conditions have been included in the data
which is submitted herewith.
~ Complete Municipal Engineering Services . Sewer, Water Distribution. Street and Highway Design . Public and Industrial Water and Waste Water
Treatment . Laboratory Analysis' Structures . Feasibility Reports' Land Surveys' Topographic Maps' Urban Renewal' Subdivisions
Supervision . Inspection
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Another item of discussion in the Planning Commission meeting
was the alignment of the proposed sanitary sewer through Coffman
Park to serve this property. We have agreed to the alignment
change recently suggested by the Village Administrator.
We are hereby requesting that the necessary ordinance be
drafted and a public hearing date set so that we may proceed with
U the Final Development Plan at the earliest possible date.
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Very truly yours,
EVANS, MECHWART, HAMBLETON & TILTON, INC.
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David A. Hussey,
DAH:kkf
cc: Dublin Land company
Mr. Donald W. Kelley
Mr. Robert J. Weiler
Mr. Harrison W. Smith, Jr.
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BURGESS & NIPLE
LIMITED
COLUMBUS, OHIO CONSULTING ENGINEERS AND PLANNERS WATERWORKS. SEWERAGE
AKRON. OHIO INDUSTRIAL WASTES
TRANSPORTATION
CINCINNATI. OHIO 5085 REED ROAD UTILITY VALUATION
MENTOR, OHIO COLUMBUS, OHIO 43220 WATER RESOURCES
PARKERSBURG, W. VA. (614) 459-2050 LAND DEVELOPMENT
F'ORT MITCHELL, KY.
March 21, 1978
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Mr. Sherman Sheldon
Village Administrator
129 South High Street
Dublin, Ohio 43017
Dear Mr. Sheldon:
The developers of Shannon Park are proposing the storm drainage
facilities be designed in accordance with current standards. They
do not propose to use the MORPC method.
The area is tributary to the South Fork of Indian Run where some
flooding occurs. The flood studies for this area have not been completed
by USGS as of this date.
As there may be potential suits from downstream property owners
from increased runoff, the Village should determine if any additional water
rights are necessary.
The proposed 2 year storm design frequency has been an accepted
m practice for subdivisions in the Village. The proposed runoff coefficients
are in conformance with current standards.
Sincerely,
BURGESS & NIPLE, LIMITED
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EVAN S, MECHWART, HAMBLETON, & TILTON, INC.
H.L. JETT. P.E.. Pres, Branch Office
A.W, MAIER. P.E" V. Pres. e North Court Street
W.H. MECHWART. P,S.. Sec. Treas. CONSUL. TING ENGINEERS Athens, Ohio 45701
Area Code; 614 593. 7767
SURVEYORS
Associates:
DA HUSSEY. P.E. GAHANNA. OHIO 43230 Associates:
Chief Engineer 170 MILL STREET . G.A, MARA. P.E. (Manager)
W.K. STANFORTH, P.E,
E.E. MADDY, P.S, Area Code 614-471-5150 W.M. WATKINS, P.S.
Chief Surveyor
F,O, BOOTHE, p.e.
J.W. CAMPBELL. P.S. March IS, 1978
R, H. DICKHAUS. P.E.
N, E, KOHMAN, P,E.
[ R, H. NORRIS, P.E" P.S.
T,O, SIBBALDS, P,S,
S, L. TOLMAN, P.E.
Burgess and Niple, Ltd.
Village Engineer, Dublin, Ohio
5085 Reed Road
Columbus, Ohio 43220
Re: Shannon Park
E.M.H.&T.,Inc. Order No. P-775
Gentlemen:
As requested by the Village Planning Commission, I am sub-
mitting storm water runoff data for the subject project.
Existing condition runoff coefficient (c) . . . 0.20
Estimated runoff coefficient after development:
Single Family area . . . . . . . . . . . . 0.40
E Twin Single Area . . . . . . . . . . . . . 0.45
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" '1 Four and Six Family Area 0.50 0.60
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Office Park . . . . . . . . . . . . . . . 0.60 - 0.70
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It is our intention to use the above runoff coefficients in
the Rational Formula for design of the storm sewer system for this
project.
Since the outlet for the storm sewer system will be the South
Fork of Indian Run, we feel that storm water retention is not
necessary.
continued . . . . . .
PJ Complete Municipal Engineering Services · Sewer, Water Distribution, Street and Highway Design . Public and Industrial Water and Wastll Watlll'
, . Treatment . Laboratory Analysis' Structures . Feasibility Reports' Land SUrvllYS' Topographic Maps' Urban RenllwlI/' Subdivisions
Supervision . Inspection
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Burgess and Niple, Ltd. -2- March 15, 1978
We would appreciate any comments you may have on this matter.
Very truly yours,
U EVANS, MECHWART, HAMBLETON & TILTON, INC.
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)hlAt:f f;. /' <--~2)
David A. Hussey, P.E. .
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PARCEL ONE:
Being situated in the State of Ohio, County of Frankl in, Township
of Washington, Virginia Mi 1 itary Survey Numbers 2542 and 2543, and
being all of a 10 acre, 14 acre, 19.75 acre, 4.5 acre and 16.74 acre
~ tract and part of a 13 acre tract deeded to Ida Coffman Eta1. In
Deed Book 1 OOl, , Page 461,' and Deed Book 2143, Page 279, Recorder1s
Office, Frankl in County, Ohio, and being more particularly described
as fol lows:
Beginning at a nail at the int~rsection of the centerl ine of Coffman
Road with the centerl ine of Post Road, the centerl ine of said Coffman
Road shown in Road Record'13, Page 17 and on Sheets 3 and 4 of the
1926 Coffman Road Improvement Plan, Tube 506, Frankl in County Engineer's
Office and the centerl ine of said Post Road is shown on Sheet 6 of the
1924 Right-of-Way Plan I. C. H. 48, Section R, State of Ohio Highway
Department, Division Six, Delaware, Ohio;
thence in a westerly direction along ,the center1 ine of said Post Road
as shown on said Sheet 6 of the 1924 _&ight~of-Way Plan I. C. H. 48,
Section R, and along a curve to the left having a radius of 1,909.86,
a chord which bears North 71 degrees 41 minutes West, a chord dis-
tance of 9,19 feet to a nail at a point of tangent;
thence North 71 degrees 49 minutes West along the centerl ine of said
Post Road as shown on Sheet 6 of the 1924 Right-of-Way Plan I. C. H.
48, Section R, a distance of 355,95 feet to a spike at a point of
curve at center1 ine station 189 plus 51.46 and said centerl ine station
189 plus 51,46 is shown as being the same as center1 ine station 8 plus
44,76 of Post Road Relocated as shown on Sheet 268 of Right~of-Way
D Plan FRA-270-7.47 N, State of Ohio Highway Department, Division Six,
~ 1 Delaware, Ohio;
thence in a westerly direction along the center1 ine of said Post Road
as shown on Sheet 6 of the 1924 Right-of-Way Plan I ,c. H. 48, Section R,
and along a curve to the right having a 'radius of 1,041,74 feet, a
delta angle of 21 degrees 19 minutes, an arc distance of 387.58 feet,
a chord which bears North 61 degrees 09 minutes 30 seconds West, a
chord distance of 385,34 feet to a spike at a point of tangent;
thence North 50 degrees 30 minutes West along the centerl ine of said
Post Road as shown on Sheet 6 of the 1924 Right-of-Way Plan I .C. H.
48, Section R, a distance of 32.17 feet to a spike at the south-
easterly corner of the W. M. Thomas 1,13 acre tract (Deed Book 1386,
Page 96) 1.343 acre by survey as presently occupied;
thence North 56 degrees 45 minutes East along a southeasterly 1 ine
of said 1.13 acre tract as presently occupied, passing an iron pin
on 1 ine at 32.18 feet, a total distance of 185.21 feet to an iron
pin at a corner of said 1.13 acre tract;
\1I"l\~~" N,\l'\1I 1(,111'111'",\1, :\1",1111111((1'1 WI"II (j ICIII(/ 1'1" ('11'.( nI'l '/ I III" (J f
~\\, i d 1.13 n~"1' LI'(Il:\:, i'\ dlBllllICI1 ur 1'1.1,.00 i'P/l( I (J (III 1/'(111 Ii III,
\ 11"11\:.,1 Nlll'lll HO d,\ljl',\,\r. 11 Iitllllllr\t) W,";! nil/Iii,) 11 'IIII'II,,,,'j'/ I 'II" (II'
~ ~flld 1.13 i\CI',' ll...Cl, Cl JI~;U\IICO or G(J,OO (not Ltl II1I I ,. em : J 1/1 ;
lh'll\Cll $,llllil nil d"!JI"'(\~j 53 1IIII\ulCS W()~il .:I10n9 () northerly 1 ine
of said 1 . 1 3 u C I' 0 tr J C t , pJ5sing cJn iron pin on 1 in~ at 31~.00
feet, a total distance of 363.00 feet to a spike in the center-
, , 111\8 ur !:IAIII I;"ql .nui'ld A~ qlllllJl1. UI1 Glteet G uf the JD2l, niyht-uf-
\.Jay Plan I.C.H. lltll S.actlon Hi '
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thence North 58 degrees 12 minutes West along the centerl ine of
said Post Road as shown on Sheet 6 bf the 1924 Right-of-Way Plan
1. C, H. 48, Section R, a distance of 13,00 feet to a spike at the
southersterly corner of the F. A, Thomas 17,84 acre tract (Deed
Book 2392, Page 585);
thence NOI-th 1 degree 39 minutes West along the easterly 1 ine of
said 17.84 acre tract, passing an iron pin on 1 ine at 54.39 feet
& a total distance of 1,561,00 feet to an iron pin at the north-
'" easterly corner of said 17.84 acre tract and in the Southerly
\, 1 ine of the R, Leppert 102.77 Acre tract, (Deed Book 1280, Page
349), and in the line between said Virginia Mil itary Survey
Numbers 2542 and 2543;
thence EAST, (the direction of the 1 ine between said Virginia
Mil itary Survey Numbers 2542 and 2543 was assumed to be EAST and
WEST for the purpose of this survey only and all bearings used
are relative to each other only), along a southerly 1 ine of said
102.77 acre tract and along the 1 ine between said Virginia Mil itary
Survey Number 2542 and 2543, a distance of.24.20 feet to a spike
in the north side of a tree at a corner of said 102.77 acre tract;
thence North 5 degrees 0 minutes East along an easterly 1 ine of
said 102.77 acre tract, a distance of 884.11 feet to an iron pin
at a corner of said 102,77 acre tract; .
thence South 89 degrees 48 minutes East along a southerly 1 ine
of said 102.77 acre tract, a distance of 504.08 feet to an iron
pin at the northwesterly corner of the L, L, Auker 16.972 acre
tract (Deed Book 2195, Page 80);
E thence South 4 degrees 58 minutes West along the westerly 1 ine of
said 16.972 acre tract, a distance of 705.55 feet to an iron pin
at the southwesterly corner of 16,972 acre tract;
thence EAST, along the southerly 1 ine of said 16,972 acre tract,
passing an iron pin on 1 ine at 1,031.35, a total distance of
1,050.85 feet to a spike at the southeasterly corner of said
16.972 acre tract and in the center1 ine of said Coffman Road and
at the northwesterly corner of the Welcome In Farm Inc., 3 acre
t rac t (Deed Book 1966, Page 426);
thence South 5 degrees 10 minutes West along the center1 ine of
said Coffman.Road, a distance of 203.31 feet to a spike at a point
of curve;
thence in a southerly direction along the center1 ine of said
Coffman Road and along a curve to the left having a radius of
716.20 feet, a delta angle of 10 degrees 32 minutes, an arc
distance of 131,67, a chord which bears South 0 degrees 06 minutes
East, a chord distance of 131,48 feet to a spike at a point of
tangent;
thence South 5 degrees 22 minutes East along the centerl ine of
said Coffman Road, passing a spike on 1 ine at 428,33 feet at a
point of curve, said curve having a radius of 229.18 feet, a
~ delta ~ngle of 25 degrees 45 minutes, un Jrc distance of 103.00
(\~(',t, " cl\\)I'\I d i" till\CC' n I~ 102. 13, (\ I' () l:,j 1 dl~;tlilll;'1l ('if '180.'l1 f (,(~ r
l \.' il" 1"\)11 pill ol .\11 ,11\~11C1 l)oillL III 11,0 c:r.nlnrl i,l',) (Jf !;(!ld C(;ffllliJ(j
Ih'_hl .\lld il t tile' :.\HIl:I\W(~!,l: l:1l1'111'I' or !.nld :~ n<.:"" lI'n<.:I:;
(
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t!\\'I\CU $UIl III 7.0 dU~ll'e\.~s 23 III i nu L\l~) Wt~!i t :\IOil!) 1.111) COIl L (: ,. 1 j II (.J (; f
s2lid Coffil\uli Roud, pussing u spike on 1 ine ut 52.38 feet ut u
point of tangel\t of the above lust described curve, pussing spikes
on 1 ine at 1,075.76 feet und 1,245.76 fect, und pussing u nai 1 on
1 inc at centerl ine station 12 plus 10.15 of Post Road Relocated
~l: 1.~'(lfL';O I"f"'f"'l'. tl loull diGt'ilnr.p. 01" 1,5711.16 feet to the place
oj' 1.1l1~Jilll'llnu, C(lldnllll'\!J l',;,'I.jl, <iCi'd!ll tlldIJtj";~ IllJWnVdl' ~o 1"111
legal hlghwuys and casements and restrictions of record and of
records in respective util ity offices.
----.-- '-'--' .
.-.--. ---
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Grantor1s covenant of merchantable,title free and clear of encumbrances
with respect to Parcel One is subject to the following additional
exceptions thereto:
Life estate in 1.284 acres created by Warranty Deed from Industrial
Nucleonics Corporation to Ida Coffman, dated December 28, 1966, filed
December 29, 1966, at 4:16 P.M., and recorded in Deed Book 2782, Page
~ 344.
l~ Exception is made to a discrepancy in the description of the premises
, between the location of Coffman Road as re-located and Coffman Road
as previously located. The discrepancy is in the description located
at the extreme north end,of the premises on Coffman Road as set forth
in the conveyance to Welcome Inn Farms.
Subject to the easements for highway and chanel purposes as shown in
the description of Tract 1 on Exhibit "A".
Lease by and between Ida Coffman, Paul ine Moats and Paul ine Moats as
Guardian of Stephen Allen Coffman to Richard Leppert as lessee for a
period of one year commencing March 1, 19~6 and ending February 28, 1967
and said lessee has the option of extending said lease, signed April 8,
1966, filed for record April 8, 1966, recorded in Lease Vol. 175, Page
19, said lease has been assigned by the Lessors to Industrial Nucleonics
Corporation by assignment of record in Lease Vol. 178, Page 405. .-
PARCEL TWO:
Situated in the County of Frankl in in the State of Ohio and in
the Township of Washington and bounded and described as follows:
11. Being a part of Virginia Mil itary Survey 2543, and being out of
~ the Viola M, Coffman (deceased) tract, as the same is shown of
. record in Deed Book 1967, page 352, Recorder1s Office, Frankl in
County, Ohio; and bounded and described as fol lows:
Beginning at a nail in the centerline of Coffman Road in the north
I ine of the Viola M, Coffman (deceased) tract and at the southeast
corner of the Richard A. and Jo Ann Leppert Tract; thence along
the centerl ine of Coffman Road, South 40 341 3011 West 706,8 feet
toa railroad spike in the centerl ine of said road and in the
south 1 ine of the Viola M. Coffman (deceased) tract, South 890 301
West, (passing an iron pin at 20.15 feet) 1051.35 feet to an iron
pipe found at the southeast corner of said tract; thence along
the west I ine of the tract, North 40 381 East, 705.67 feet to a
stone; thence along the north I ine of the Viola M. Coffman
(deceased) tract and along the south I ine of the Richard A. and
Jo Ann Leppert tract, North 890 251 3011 East, 1050.74 feet to the
place of ~eginning, containing 16.972 acres, more or less.
Subject to all legal highways or rights-of-way, if any, of previous
record.
The above recorded in Deed Book, Vol. 3271, Pages 172,
173 and 174
~.. Excep t i n9 the ref rom:
( A 15,957 acre tract of land to the Village of Dubl in, State of Ohio,
, as recorded in Deed Book, Vol. 3391, Pages 123 and 124; described
as follows:
Situated in the St<ite of Ohio, County of Fr.:lnl<l in, Township of \'/ashington,
Virginia Milit.:lry Survey Numbers 2542 and 2543, and being a 15.957 Acre
Tr.:lct out of a 75.234 Acre parcel of land conveyed by deed to Will i.:lm S.
Cec~tti as r~corded in Deed Book 3271 , pages 172, 173, and 174, Recor-
derls Office, Frankl in County, Ohio and more particularly described as
fo II ows :
...--.---.- ",._-_.
. ._---
"- -._---_.... -..---
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Beginning at a P.K. nail at the iniersection of the centerl ines of Coffman
Road and Post Road, said P.K. nail being the true place of beginning of
this description;
thence North 720 421 21" West, a distance of 364,48 feet to a P.K. nail
in the centerl ine of said Post Road;
11. thence on a 1 ine ,along a curve to the right with a radius or 1041.74 feet
(IJ and a chord bearing North 610 131 2511 West a distance of 385.37 feet to
. a rail road spike in the centerl ine of said Post Road;
thence Morth500 311 28", West, a distance of 32.17 feet to a rail road
spike in the centerl ine of said Post Road, said rail road also being in
the south~ast corner of a 1.343 Acre tract of land owned by W. M, Thomas
as recorded in Deed Book 1386, page 96;
'the next four consecutive courses bordering said 1.343 Acre Tract:
thence North 560 44' 32" East a distance or 185.16 feet to a point;
thence North 160 3810211 West, a distance'of 123.96 feet to a point;
thence North 800 131 4811 West, a distance of 66.00 reet to a point;
thence South 880 50 I 1311 West, a distance or 363.02 reet to a ra i 1
road spike in the centerl ine or said Post Road, said rail road spike
also being the northwest corner or said 1.343 Acre Tract;
thence North 57053130" West, a distance or 13.00 feet to a rail
road spike in the center1 ine or said Post Road;
., thence North 1. 20' 37" West, a distance of 263.97 feet to an iron
,CJ. pin in the westerly property line of said 75.234 Acre parcel of land;
\, ' thence North 880 161 59" East, a distance of 1352.91 feet to a P.K.
nail in the centerl ine or said CoffmanRoad;
thence South 200 231 22" West, a distance or 906,60 feet to a P.K.
nail, said P.K. nail being the true place of beginning'and containing
15.957 Acres, more or less.
The above description is from an actual survey made by Bischoff
I & Associates, Inc. dated August 17, 1973, by Paul K. Moore, Regis-
! tered Surveyor No. 5883
1
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1 Net acreage or land owned by I . would be
I 76.249 acres
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SHANNON PARK
ENGINEERING FEASIBILITY REPORT
Pavements -- All pavements are to have concrete combined curb
and gutter conforming to the requirements of the
Village of Dublin. The main east-west street is
I proposed to be 36 feet wide in a 60-foot right-of-
-... Secondary streets will be 32 feet wide in
way.
a 50-foot right-of-way and cul-de-sacs will be 26
feet wide in a 50-foot right-of-way. All streets
will have curb and gutter.
Sidewalks -- Sidewalks will be installed by the builder at the
time of construction of each home. A statement will
be included in the deed restrictions to assure that
this will be done. If after a period of three (3)
years certain sections of the sidewalk system are
I missing in an area which is largely developed, the
i
I Developer will be responsible for installing the
l ~ remaining walks.
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I Drainage -- A storm sewer system is proposed for this project
I which will be designed in accordance with current
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I village requirements and will make provisions for
j
. draining adjacent lands which are naturally tri-
c!
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i butory to this site. Curb inlets and yard drains
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,) will be installed at appropriate locations to
li
il provide adequate surface drainage. In general,
i
drainage from this project will be directed to the
south, discharging into the south fork of Indian
Run.
t -
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~
Gradinq -- A Master Grading Plan will be prepared showing the
proposed surface drainage for each lot of the sub-
division. A statement will be included in the deed
restrictions requiring that builders comply with
this plan.
E " Street Li\lhtinq -- Street lights will be installed on the main east-west
street through the project and to the south along the
road through the multi-family area to the pedestrian
walkway leading to the park. Street lighting cable
only will be installed on other streets for future
installation of street lights.
Slope Classification -- With the exception of the extreme southwesterly
corner of the site, the topography is basically flat.
Slopes in the southwesterly corner are in the range
of 2%.
Areas Subject to Flooding -- A very small area in the southwesterly
E
corner of the site located within the area designated
as "Park" is subject to flooding from the south fork
of Indian Run. The remainder of the site is safely
above the lOO-year flood elevation.
~ Walkway -- We feel that omission of the walkway system which was
:1
i originally shown on the Heartland Investment P.D.D. plan
i
i
,) is justified since we are proposing a 36' wide pave-
-;1
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~i ment with sidewalks on both sides on the main east-
"I
I west street to provide access to and from the school
area. Al so , sidewalks will be provided along the
-2-
,-I"
. .
street through the mUlti-family area to the
pedestrian walkway leading to the park. This
should provide convenient access to and from
the park for residents living in the Hemingway
Village and Shannon Park areas. The walkway
will be constructed between the dedicated road
U and the park in connection with the office deve-
lopment.
Sanitary Sewers -- This project is tributary to the existing 24-inch
sanitary sewer which now terminates at the northwest
corner of Coffman and Poste Roads. A preliminary
plan has been submitted to the Village Engineer and
Village Administrator requesting approval of the
proposed alignment through the Coffman Park area.
It is agreed that the first 900'r of sewer will
be 24" diameter to provide for the area to the west,
and that no reimbursement will be requested from the
B Village of Dublin for oversizing. It is proposed
that a 12-inch sewer be extended northward from
this point, through the Village of Dublin Park property,
to serve this project. This sewer line will be
slightly larger and deeper than normal in order to
provide temporary sanitary sewer for Hemingway Village
to the north.
Water Mains -- Water mains for this project will be connected to the
proposed 16-inch water main along the west side of
Coffman Road.
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-' RECORD OF ORDINANCr- D rot . C)$M- 7~ '
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National Graphics Corp., Cols.. O. , ~ Plea.se. {!OPy
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Ordinance Noo-______2_8_=_2_B JU (in front) , I
Passed________________ 'po ;1JJt-(ise.. Or'JII1{1
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AN ORDINANCE PROVIDING FOR A CHANGE
I ) I~ ZONING OF CERTAIN REAL ESTATE TO
..A. i
) PLANNED UNIT DEVELOPMENT DISTRICT
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BE IT ORDAINED! by the Council of the Village of Dublin, State of
Ohio, ~ of the elected members concurring:
SECTION I. Th~t the following described real estate (see attach-
ed) situated in the Village of Dublin, State of Ohio, shall. be
and it hereby is rezoned to a Planned Unit Development District
(P.U.D.) and shall be subject to regulations and procedures con-
tained in Ordinance 21-70, Village of Dublin, Ohio (Zoning Code
of the Vi Ilage of Dubl in) and the amendments thereto, and shall
be further subject to the conditions set forth in the report and
recommendations of the Planning Commission, a copy of which is
attached heretp, marked as Exhibit "A" and is hereby incorpora-
ted into and made a part of this Ordinance
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SECTION 2. That the plat submitted by "Shannon Park" entitled
~-"Preliminary Development Plan" which said plat is attached hereto
"' I I and identified as Exhibit "8" and the textual material submitted
, by "Shannon Park" entitled "Shannon Park Site Data Sheet" hereto
I~ identified as Exhibit "C" and attached hereto, and a letter sub-
mitted by Evans, Mechwart, Hambleton~and Tilton, Inc. attached
~I hereto and identified as Exhibit "0" and all these Exhibits are
hereby incorporated into and made a part of this Ordinance, and
said real estate shall be developed and used in accordance there-
with except a~ provided in the report of the Planning Commissions
and subject to the conditions in and the regulations referred to
- inSect i on I of this Ordinance and said Preliminary Development
Plan is hereby; approved.
SECTION 3. That this Ordinance shall take effect and be in force
from and after' the earliest period allowed by law.
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Passed this ~ day of -Lw~ , 1978
~rt:~
. President Pro Tempore
J (J) (,A 6.11 fl)HMAJ
( t, Mayor- residing ficer
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Clerk-Trea'surer
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( The regu/~r mee~ing of ~he PI~nnin9 ~nd Zoning Commission W~S held
on M~rch 7. 1978 a~ ~he Municip~, BUilding. 129 South High StrQct.
Those in attendance were Don Caudy, B ill. Ca 1 I ahan, Charles COffman,
Gora Id Mack I in, Solicitor Don Richardson, Engineer 8ill Myers and
Planner Larry Helman. i
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; Ac~ing Ch~i~man Gerald Macklin called ~he mee~!ng ~o .order ~~ 7:30
<'-.../ p.M. The m'nu~es of ~he February 7. 1978 mee~'ng were read and
apprOved as revised.
The fin~1 Pla~ for ~he!Maple glen subdivision Was presen~ed by Ken
Manning. Commen~s On ~~orm wa~er runoff were discussed b~ Bill
Myers and Larry' He I man.i' 8 i II Ca II ahan moved, seconded bY'Oon Caudy
to send the plat to'counci, for approva'. Motion carried.
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Dave ~ssy presen~ed ~h. pre/imin~ry,pla~ for Shannon ~rk. Bill
Calah~n moved~ secon~~!b.~on Caudy ~o recommend ~hepreliminary
p/~n ~o Counci I wi~h ~he Tol lowing adendums Or modifica~ions:
(I) residen~ial densi~i~s shall be shown on ~he plan.(2) proposed
sewer. a I i gnmen~ wi I I be. 'a~~ached as. agreed upon by Bill Myers and
Council. (3) work ou~ data on rUn off wa~er, s~orm managemen~ agree-
men~ wi~h Bill Mayers (4)si~e da~a upd~~ed and a~~ached ~o pre/im-
inary.plan pri~ ~o submi~~a) ~o Council. Motion carried unani- I
mously. I
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Oharles Wolfe. present Waterf.rd ?hase II. Present at next Counoil
me.~ing af~er deed of 1.739 acnes h~s heen ehoeked.
' The $ign 'rd i nanoe Was di seUss~d and Mr. GaUdy moved, sooonded by
..,-lMr. 'a"ahan to send to Oounoi, in 'rdinano. form.
There was.a disoussion On is~orm wa~er. managemon~ and wha~ ean be
done ~o ge~ i~ movin9. Mr~ Callahan moved, seoondod.by Mr. GaUdy
that larry Helman and Bil/i Myers make a reasenable .~atemen~ eon-
cornin~ ~orm water'runoffiand how it misht b. handled. Mot i on
Qarried unanimously. i
Thore hoin9 no ~r~her.business ~o OOme b.f~. ~h. CommiSSion, the
me.ting Was adjourned at Hl: : IS P. M.
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Much of the ~ land ~ between Poste Road and Route 33 is zoned
or can be expected'to be utilized for industrial/office type uses.
It can also be assumed that the center of the area b~und~d by Avery
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J ,Road to the. west, foffman Road to the east and Poste Road to the
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special consideration will have to be given to the type of land use
that separates the; residential area from the industrial/warehouse
! We feel that quality office development
area south of Poste Road.
will be a "good neighbor" to both residential uses as well as
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industrial/warehouse uses and yet at the same time "buffers" these
two uses from each other.
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Concerning circulation~ the Development Plan proposes that a 60 foot,-
ROW street be, established as the first link between connecting the
high school on the' east with expected residential area on the west
and northwest. This system further includes a road system to link
I.~ ,. I i the proposed development with the Hemingway Village Subdivision to
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0~- the north.
Accesses to Coffman Road have been spaced such as to afford easy
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vehicular ingress and egress.
Lots vary in size with the minimum lot being 70' x 125.
The average lot size is 11,160 Square Feet.
There will be no new driveways onto Coffman Road from the pro-
posed single family lots.
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SHANNON PARK
SITE DATA SHEET
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I. SITE,LOCATION:AND DESCRIPTION
\ 'The site is approximately 76 acres in area and is located to the
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i West of Coffman Road (across from the Dublin High School), with
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-'-,,-j' the south property line of the site being 750 feet north of Poste
Road. Immedi~tely to the south of the site is the propos~d future
city park and I municipal building.
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The site topography is generally flat to rOlling and the site is
being used presently for agricultural purposes. Environmental
features' include Indian Run Creek which crosses at the extreme
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southwest corner of the site and there are various major tree
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rows on the site, especially along the creek as well as along
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the western p~operty l~ne of the ~~te.
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II. SITE CONCEPT !
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Any proposed land uses for the tract should "dovetail" with
A.
expected land use types and land use transition in the immediate
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area.
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B. The site circulation system should proviqe and facilitate
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pedestrian as 'veIl as aul:.o movement to and from the ne\v
Dublin High School ,from areas both north and west of the
property. I
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III. SITE INFORMATION .
Section 450.062
1) Shown on Preliminary Development Plan
2) (a) Area 1 = 33.4 Acres - Single Family
) 105 Units
! 3.1 Units per Acre
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(b) Area 2 = 21.2 Acres - ~ulti-Family - Total
170 ,Uni ts
8.0 Units per Acre
( 4.7 Acres - 4 Units per Acre, = 20 Units),
(16.5 Acres' - 9 Units per Acre = 149 Units)'
(c) Area 3 = 19.0 Acres - Office
(d) Area 4 = 2.7 Acres - Park
3) Shown on Pr~liminary Development Plan
'I I 4) See Attached Engineering Feasibility Report
/' 5) See Exhibit "A"
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\...... 6) The single family residential area is proposed in 2 phase~,
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Area I-A and l-B (as shown on Exhibit "A"). Area I-A is
proposed to begin construction as soon as appropriate plans
and approvals are complete.
The multi family residential, Area 2 ,
(as shm'ln on Exhibit "A") I
is planned for construction in ~pring of 1979 unless conditions
warrant otherwise.
The office area, Area 3 (as sho'~n on Exhibit "A"), "17ill be
developed on a demand basis.
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I (Area 4) will be donated to ,the Village of Dublin
I The park
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: upon request, following recordation of the proposed re-
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sidential plats.
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i 7) See Site Location Map
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8) See ~~ended Preliminary Development Plan
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EVANS, MECHWART, HAMBLETON, & TILTON, INC. Br anch Office
H.l. JETT, P.E., Pres. S North Court Street
A.W. MAIER, P.E., V. Pres. Athens. Ohio 45701
W.H. MECHWART, P.S., Sec. Treas. CONSUL-TING ENGINEERS Area Code: 614 593 . 776
,
SURVEYORS
, Associates: Associates:
D.A. HUSSEY, P.E. 170 MIll STREET . GAHANNA. OHIO 43230 G.A. MARA, P.E. (Manager
Chief Engineer W.K. STANFORTH, P.E.
! E.E. MADDY, P.S. Area Code 614-471-5150 W.M. WATKINS, P.S.
i ''-I Chief Surveyor
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: F.D. BOOTHE, P.E. t
/ ~ I J.W. CAMPBEll, P.S.
" R. H. DICKHAus. P.E.
,10 N. E. KOHMAN. P.E.
R. H. NORRIS, P.E., P.S.
T. D. SIBBAlDS, P.S.
I S. l. TOLMAN, P.E.
! Village of Dublin, Ohio
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Village Council
129 South High Street
DUblin, Ohio' 43017
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Re: Shannon Park
Order No. P-775
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Members of Council:
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! Submitte~ herewith, are seven (7) copies of the Preliminary
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Development Plan for the Subject Project for your review and
approval.
, The village Planning Commission approved the plan on March
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r , 7, 1978, subject to the fOllowing conditions:
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,I \ i (1) That net densities and types of dwelling units are
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-V shown on the plan for all areas.
(2) That the setback on tbe south side of Terra Hill Drive
is staggered between 25 feet and 30 feet.
(3) That the proposed ownership: of the Park is shown on
the plan.
(4) That the Site Data Sheet is!updated and attached to
'the plan.
(5) That storm water runoff data is submitted to the Village
Engineer for review.
All of tbe above conditions have been included in the data i
which is submitted herewith. i
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I; . Supervision . Inspection, I
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Another item of discussion in the Planning Commission meeting
was the alignment of the proposed sanitary sewer through Coffman
i Park to serve this property. We have agreed to the alignment
! change recently Suggested by the Village Administrator.
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I . We are hereby requesting that the necessary ordinance be
.J i ( drafted and a public hearing datEi set so that we may proceed with
,( the Final Development Plan at tha earliest Possible date.
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Very truly yours,
EVANS, MECHWART, HAMBLETON & TILTON, I1
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, David
DAH:kkf
cc: Dublin Land Company
Mr. Donald W. Kelley
Mr. Robert J. Weiler
Mr. Harrison W. Smith, Jr~
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BURGESS & NI:PLE
LIMITED
COLUMBUS, OHIO CONSULTING ENGINEERS AND PLANNERS WATERWORKS. SEWERAGE
AKRON, OHIO INDUSTRIAL WASTES
CINCINNATI, OHIO 5085 REED ROAD TRANSPORTATION
MENTOR, OHIO COLUMBUS, OHIO 43220 UTILITY VALUATION
PARKERSBURG, W. VA. (614) 459-2050 WATER RESOURCES
FORT MITCHELL, KY. LAND DEVELOPMENT
March 21~ 1978 .
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Mr. Sherman Sheldon
Village Administrator
129 South High Street
Dub1in~ Ohio 43017
Dear Mr. Sheldon:
The developers of Shannon Park are proposing the storm drainage
facilities be designed in accordance with; current standards. They
do not propose to usethe'MORPC method.
The area is tributary to the South Fork of Indian Run where some
flooding occurs.' The flood studies for this area'have not been' completed
by USGS as of this date~
As there may be potential suits from;downstream property owners
from increased runoff~ the'Vi11age shou1d'determine if any additional water
rights are necessary.
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J The proposed 2 year storm design frequency has been an accepted
~ practice for subdivisions in the Village. '1 The proposed runoff coefficients
are in conformance with current standards~
Sincere1y~
BURGESS & NIPLE~ LIMITED
~4b 1Ltft;~
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EVANS, MECHWART, HAMBLETON, & TILTON, INC.
H.l. JETT, P.E., Pres. Branch Office
A.W. MAIER. P.E., V. Pres. S North Court Street
W.H. MECHWART, P.S., Sec. Treas. CONSULTING ENGINEERS Athens. Ohio 45701 .
Area Code: 6t4 593.7767
SURVEYORS
Associates:
D.A. HUSSEY, P.E. 170 MILL STREET GAHANNA, OHIO 43230 Associates:
Chief Engineer . G.A. MARA. P.E. (Manager)
W.K. STANFORTH. P.E.
E.E. MADDY, P.S. Area Code 614-471-5150 W.M. WATKINS, P.S.
Chief Surveyor
F.D. BOOTHE, P.E.
) J.W. CAMPBEll, P.S. Harch 15, 1978
I I R. H. OICKHAus. P.E.
N.E. KOHMAN. P.E.
~ R. H. NORRIS, P.E., P.S.
T. D. SIBBAlDS, P.S.
S. l. TOLMAN. P.E. .. .
Burgess and Niple,.Ltd.
village Engineer, Dublin, Ohio
5085 Reed Road .
Columbus, Ohio 43220
Re: Shannon Park !
Order No. P-775 I
E.H.H.&T. ,Inc.
Gentlemen: : .
As requested by the. Village Planning Commission, I am sub- "..
mitting storm water runo~f data for the subject project.
Existing condition runoff coefficient (c) . . . 0.20
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i Estimated runoff coefficient after development:
J Single Family area 0.40
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./ Twin Single Area 0.45
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Four and Six Family Area . . . . . .. . . . 0.50 - 0.60
Office Park . . . . . . . . . . . . . . . 0.60 - 0.70
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It is our intention to use the above runoff coefficients in
the Rational Formula for design of the storm sewer system for this
project.
Since the outlet for the storm sewer system will be the South I
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Fork of Indian Run, we feel that storm water retention is not
necessary.
continued . . . . . .
.,I!d Complete Municipal Engineering Services . Sewer. Water Distribution. Streef and Highway Design . Public and Indusfrlal Water and Waste Water
'r Treatment . Laboratory Analysis. Structures . Feasibility Reports. Land Surveys. Topographic Maps. Urban Renewal. Subdivisions
) Supervision . Inspection
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Burgess and Niple, Ltd. -2-, March 15, 1978
We would appreciate any comments you may have on this matter.
1 / Very truly yours,
V .
EVANS, MECHWART, HAMBLETON & TILTON, INC.
A~wl tl ~
David A. Hussey, P.E.
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PARCEL ONE:
Being situated in the State of Ohio, County of Franklin, Township
of Washington, Virginia Military Survey Numbers 2542 and 2543, and
being all of a, 10 acre, 14 acre, 19.75 acre, 4.5 acre and 16.74 acre
tract and part of a 13 acre tract deeded to Ida Coffman Etal. in
U Deed Book 1004, Page 461,'and Deed Book 2143, Page 279, Recorderls
Office, Franklin County, Ohio, and being more particularly described
as follows:. ,
Beginning at a nail at the intqrsection of the centerline of Coffman
Road with the centerline of Post Road, the centerline of said Coffman
Road shown in Road Record'13, Page 17. and on Sheets 3 and 4 of the
1926 Coffman Road Improvement Plan, Tube 506, Franklin County Engineer's
Office and the centerline of said Post Road is shown on Sheet 6 of the ,
1924 Right-of-Way Plan I.C.H. 48, Section R, State of Ohio Highway
Department, Division Six, Delaware, Ohio;
thence in a westerly direction along ~he centerline of said Post Road .
as shown on said Sheet 6 of the 1924 _&ight~of-Way Plan I.C.H. 48,
Section R, and along a curve to the left having a radius of 1,909.86,
a chord which bears North 71 degrees 41 minutes West, a chord dis- ,
tance of 9.19 feet to a nail at a point of tangent;
thence North, 71 degrees ll9 minutes West along the centerl ine of said .
Post Road as shown on Sheet 6 of the 1924 Right-of-Way Plan I.C.H.
48, Section R, a distance of 355.95 feet to a spike at a point of
curve at centerline station 189 plus 51.46 and said centerl ine station
189 plus 51.46 is shown as being the same as centerline station 8 plus
U 44.76 of Post Road Relocated as shown on Sheet 268 of Right~of-Way
Plan FRA-270-7.47 N, State of Ohio Highway Department, Division Six,
Delaware, Ohio;
thence in a westerly direction along the centerline of said Post Road ;
as shown on Sheet 6 of the 1924 Right-of-Way Plan I.C.H. 48, Section R, I
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and along a curve to the right having a'radius of 1,041.74 feet, a l
delta angle of 21 degrees 19 minutes, an arc distance of 387.58 feet,
a chord which bears North 61 degrees 09 minutes 30 seconds West, a
chord distance of 385.34 feet to a spike at a point of tangent;
thence North 50 degrees 30 minutes West along the centerline of said
Post Road as shown on Sheet 6 of the 1924 Right-of-Way Plan I.C.H.
48, Section R, a distance of 32.17 feet to a spike at the south-
easterly corner of the W. M. Thomas 1.13 acre tract (Deed Book 1386,
Page 96) 1.343 acre by survey as presently occupied;
thence North 56 degrees 45 minutes East along a southeasterly line
of said 1.13 acre tract as presently occupied, passing an iron pin
on line at 32.18 feet, a total distance of 185.21 feet to an iron
pin at a corner of said 1.13 acre tract;
ll\l\I\~" th\l'lll 1(, dl'I/I'I"'1, :\C', 1II111111n!1 WI",I IlIellll/ nil "''11;10/'1'/ I I Il'! (Jr.
t",i,\ 1.13'''~I'I' ll't'I,~t, "dlHtt'lllcn ur IZ/I,()(J rpul' l,lIlII' 1/'(111 fIlII;
I lh'\II\.~" NIJ"III UO dl\!lI'I\IHi II IIII.tlllr\l'l W.1l11 nlll'!!/ 11 1111,'11,,,,'1'/ II"" (Ir
snlcl 1.13 HCI"" tl',lct, n dhalllllcn (,)( G(h()() l'uuL L(llllI 1/'(1/1 pl/l;
\....J ch,mell SIHlth nn dl)!/I"\'o:. !i3 IItlnutes Wn:it along a northerly line
of said 1.13 acro tract, passing an iron pin on 1 ine at 31~.00
( feet, a total distance of 363.00 feet to a spike in' the center-
.., 11l\~ ur 91\ It! l'II!'lI.l\lJr\d A~ qlll'l\/l~ 011 r,he~t G of the 1 D2.l1 IH yht;.;of-.
\~ay Plan I.C.Ii. JIU, S~ctlon R; . ,
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thence North 58 degrees 12 minutes West along the centerl ine of
said Post RO<:ld as shown on Sheet 6 of the 1921. Right-of-Way Plan
I.C.H. 48, Section R, a distance of 13.00 feet to a spike at the
southersterly corner of the F. A. Thomas 17.84 acre trac~ (Deed
Book 2392, Page 585);
thence North 1 degree 39 minutes West along the e<:lsterly line of
l said 17.84 <:Icre tract, p<:lssing an iron pin on 1 ine at 54.39 feet
a total distance of l,561~00 feet to <:In iron pin at the north- I
easterly corner of said 17.84 acre tr<:lct and in the Southerly
, , line of the R. Leppe~t' 102.77 Acre tract, (Deed Book 1280, Page
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349), an~ in the line b~tween said Virginia Military Survey
Numbers 2542 and 2543;
thence EAST', (the direction of the line between said Virg'inia .
Military Survey Numbers 2542 and 2543 was assumed to be EAST and .
WEST for the purpose of this survey only and all bearings used
<:Ire relative to each other only), along a southerly 1 ine of said
102.77 acre tract and along the 1 ine between said Virginia Military
Survey Number 2542 and 2543, a dista0ce of.24.20 feet to a spike
in the north side of a tree at a corner of said 102.77 acre tract;
thence North 5 degrees 0 minutes Eas~ along an easterly line of
said 102.77 acre,tract, a distance or 884.11 feet to an iron pin
at a corner of said 102.77 acre tract; .
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thence South 89 degrees 48 minutes East along a southerly line
of said' 102.77 acre tract, a distance of 504.08 feet to an iron
pin at the northwesterly corner of the L. L. Auker 16.972 acre
tract (Deed Book 2195, Page 80);
U thence South 4 degrees 58 minutes West along the westerly line of
said 16.972 acre tract, a distance of 705.55 feet to an iron pin
at the southwesterly corner of 16.972 acre tract;
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) thence EAST, along the southerly 1 ine of said 16.972 acre tract,
, , , )
passing an iron pin on line at 1,031.35, a total distance of
1,050.85 feet to a spike at the southeasterly corner of said
16.972 acre tract and in the centerline' of said Coffman Road and
at the northwesterly corner of the Welcome I~ Farm Inc., 3 acre
tract (Deed Book 1966, Page 426);
,thence South 5 degrees 10 minutes West along the centerline,of
said Coffman.Road, a distance of 203.31 feet to ~ spike at a point
of curve;
. thence in a southerly direction along the centerline of said
Coffman Road and along a curve to the left having a radius of
716.20 feet, a delta angle of 10 degrees 32 minutes, an arc
distance of 131.67, a chord which bears South 0 degrees 06 minutes
East, a chord distance of 131.48 feet to a spike at a, point of ,
tangen t;
t~ence South 5 degrees 22 minutes East along the, centerline of
said Coffman Road, passing a spike on line at 428.33 feet at a
f. point of curve, said curve h~vJng a radfus of 229.18 feet, a
i delta angle of 25 degrees 45 minutes, an arc distance of 103.00
.~
'-"'" r,'\(,t. " ~h"rd dhl:"Il~(' 01: 102,13, " I'otid dl!il:f1'Il:'" ('If /130.'l1 f"~r ,
l " h\ \\1\ 11'\111 pilt ot ,\II .1lluln poiltl: III l'IICl cf1lllnrl 1110 (J( !i/dcJ C(JffwlJ(l
1,,\.\\1 '"hl ,II: Lhl' e,\)uthwI':,I: CIII"II'I' 01: r,(I ill :$ (1(;"11 1I'l1el:;
( '\ \
tlwltco South ~o (,It'HI'('H.~~ 23 lIIinul:,~s \;h~:jl: n lOll!) lhl: cHllte:rl ioe (J(,
saiu Coffll1ul1 Rouu, passing a spike on 1 ine at 52.38 feet at a
point of tangellt of the above last described curve, passing spikes
on 1 ine at 1,075.76 feet and 1,245.76 feet. and passing a nail on
line at centerline station 12 plus 10.15 of Post Road Relocated
011: 1.r.Ml.!iO 1'r1r>l'. tl tOl'01l di!;I:01nr:11 01' 1,57/1.16 Feet to the plnce
01' IJI'I{JiIHdnu. COlllnl!dl\!J ~!j.~U/I rlGl"d:), ~1I1.jdi;1: IILMnVnl' L:O nil
legal highways and casements and restrictions of record and of
records in respective utility offices.
-, ~._- -.--- ..----
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Grantor's covenant of merchantable:title free and clear of encumbrances
with respect to ~arcel One is s~bject to the following' additional
exceptions thereto: I
'Life estate in 1.284 acres created by Warranty Deed from Industrial'
Nucleonics Corporation to Ida Coffman, d~ted December 28, 1966, f i 1 ed
L, December 29, 1966, at 4:16 P.M., and recorded in Deed Book 2782, Page
344.
Exception' is made to a discrepancy in the description of the premises
l_.: between. the location of Coffmt:ln Road as re-located and Coffman Road
as previously located. '.The discrepancy is in the description located
at the extreme northend.~f the premises on Coffman Road as set forth
: in the conveyance to Welcome Inn Farms.
Subject to the easements for highway and chanel purposes as shown in .
the description of Tract 1 on Exhibit "A".
Lease by and between Ida Coffman, Pauline'Moats and Pauline Moats as -
Guardian of Stephen Allen Coffman to Rich~rd Leppert as lessee for a
period of one year commencing March 1, 1966 and ending February 28, 1967
and said lessee has the option of extending st:lid lease, signed April 8,
1966, filed for record April 8, 1966, recorded in Let:lse Vol. 175, Page
19, said lease has been assigned by the Lessors to Industrial Nucleonics I
Corporation by assignment of record in Lease Vol. 178, Page 405. .
.
PARCEL n/o:
Situated in the ,County of Franklin in the State of Ohio and in
r the Township of Washington and bounded and described as follows:
) I,' Being a part of Virginia Military Survey 2543, and being out of
J'-': the Viola M. Corfman (deceased) tract, as the s~me is shown of . .
,/
/' record in Deed Book 1967, page 352, Recorder's Office, Frankl in
......1 County, Ohio; and bounded and described as follows:
Beginning at a nail in the centerline of Coffman Road in the north
line of the Viola M. Coffman (deceased) tract and at the southeast
corn~r of the Richard A. and Jo Ann Leppert Tract; thence along i
the centerline of Coffman Road, South 40 34' 30" West,706.8 feet
to a railroad spike in the centerline of said road and in the
south ,1 ine of the Viola M. Coffman (deceased) tract, South 890 30'
West, (passing an iron pin at 20.15 feet) 1051.35 feet to an iron
pipe found at the southeast corner of said tract; thence along
the west line of the tract, North 40 38' East, 705.67 feet to a
. stone; thence along the north 1 ine of the Viola M. Coffman ,
(deceased) tract and,along the south line of the Richard A. and
Jo Ann Leppert tract, North 890 251 30" East, 1050;74 feet to the
place of peg inning, containing 16.972 acres, more or less.
Subject to all legal highways or rights-of-way, if any, of previous
record.
The above recorded in 'Deed Book, Vol. 3271'~ Pages 172,
173 and 174 '
-.)
...J . Excepting therefrom:
l )
( "1 A 15.957 acre tract of land to the Village of Dublin, State of Ohio, i
, ..~ I as'recorded in Deed Book, Vol. 3391, Pages 123 and 124; described
as follows:
Situated in tIle St<1te of Ohio, County of Franklin, Township of Hashington,
Virginia Military Survey Numbers 2542 and 2543, and being a 15.957 Acre.
Tract.out of a 75.234 Acre parcel of land conveY,ed by deed to ~~ill iam S.
Cec~tti as r9corded in Deed Book 3271, pt:lges 172, 173, and 174, Recor-
der's Office, Franl~l in County, Ohio and more purticulurly described uS
fa 110'."5: "
-....-----. .'--.
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-
Beginning at a ~.K. n~il at ~he iniersection of the centerlines of Coffman
Rorid and p6st Road, said P.K. n~il being the true place of begfnning of
this description;
thence North 720 421 21" West, a distance of 364.48 feet to a P.K. n~il
-, in the centerline of said Post Road;
I
1 thence on.a lin~,~long a curve to the right wiih a radius of 1041.74 feet
I .
~,> and ~ chord bearing ,North 6101312511 West a distance of 385.37 feet to
,--.j a ra i 1 road spike in the centerline of said' Post Road;
thence Morth.500 311 28":\oJest, a'distance of 32.17 feet to a rail road
spike in the centerline of said Post Road, said rail road also being in
the south~ast corner of a 1.343 Acre tract of land owned by W. M.Thomas
as recorded in Deed Book 1386, page 96; .
'the next four consecutive courses bordering said 1.343 Acre Tract:
thence North 56044' 32" East a distance of 185.16 feet to a point;
, .
. .
thence North 160 381 OVI,West, a distanc~of 123.96 feet to a. point;
thence North 800 131 48" West, a dist~nce of 66.00 feet to a point;
thence South 880 501 13" West, a distance of 363.02 feet to a rail .
road spike.in thecentcir~ine of said Post Road, said r~il ~oad spike .
also being the northwest corner of said 1.343 Acre Tract;
thence North 570 531 30" West, a distance of 13.00 feet to a rail
road ~pike in the centerl'ineof said Post Road; :'
i, thence North 10 201 37" West, a distance of 263.97 'feet to an iron
, pin in the westerly property line of said 75.234 Acre parcel of land;
'-"~.
j thence, North 880 161 5911 East, a distance of 1352.91 feet to' a P.K.
na i 1 in the centerline of said CoffmanRoad;
thence South 200 231 22" \.Jest, a distance of 906.60 feet to a P.K. ,
nail,'said P.K. nail being the true place of'beginning"and containing !
l5.957,Acres, more or less.
The above description is from an actual survey made by Bischoff
& Associates, Inc. dated August 17, 1973, by Paul K. Moore, Regis-
,tered Surveyor No. 5883
,
\ C;~o"......~...~ ,~-(~ !;
:
Net acreage of land owned by ~ would be
76.249 acres
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SHANNON PARK
ENGINEERING FEASIBILITY REPORT
Pavements -- All pavements are to have concrete combined curb
I ) and gutter conforming to the requirements of the
t 1\ I Village of Dublin. The main east-west street is
I I
L ~ proposed to be 36 feet wide in a GO-foot right-of-
U
way. Secondary streets will be 32 feet wide in
a 50-foot right-of~wayand cul-de-sacs will, be 26
feet ,,,ide in a 50-foot right-of-way. All streets
will have curb and gutter.
. Sidewalks -- Sidewalks will be installed by the builder at the
time of construction of each home. A statement will
be included in the deed restrictions to assure that
this will be done. If after a period of three (3)
years certain sections of the sidewalk system are
I
missing in an area which is largely developed, the I
,
:( ~ Developer will be responsible for installing the
~ remaining walks.
I
Drainage -- A storm sewer system is proposed for this project. ;
which will be designed in accordance with current
Village requirements and will make provisions for
'draining adjacent lands \"hich are naturally tri- ' ,
butory to this site. Curb inlets and yard drains
will be, installed at appropriate locations to
provide adequate surface drainage. In general, :
drainage from this project'wi11 be directed to the
south, discharging into the south fork of Indian
-.... Run.
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Gradinq -- A Master Grading Plan will be prepared showing the
I proposed surface drainage for each lot of the sub-
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i division. A statement will be included in the deed
i
i ~ restrictions requiring that builders comply with
I
i ~ ( .
/ I I this plan.
.J ( )
~Street Liqhtinq -- Street lights' will be installed on the main east-west
street through,the project and to the south along the
road through the multi-family area to the pedestrian
walkway leading to the park. Street lighting cable
only will be installed on other streets for future
installation of street lights.
Slope Classification __ ,With the exception of the extreme southwesterly
corner of the site, the topography is basically flat.
Slopes in the southwesterly corner are in the' range
of 2%.
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I Areas Subiect !Q Floodinq -- A very small area in the southwesterly
I
;,-, corner of the site located within the area designated
as "Park" is subject to flooding from the south fork
of Indian Run. The remainder of the site is safely
above the 100-year flood elevation.
tv..J.lkwa'( -- We feel that omission of the walkway system which was i
origiri~lly shown on the Heartland Investment P.U.D. plan
is justified since we are proposing a 36' wide, pave-
ment with sidewalks on both sides on the main east-
west street to provide-access to and from the ~chool
area. Also, sidewalks will be provided along the
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street through the multi-farn~ly area to the
pedestrian walkway leading to the park. This
should provide convenient access to and from
the park for residents living. in the Hemingway
l ) Village and Shannon Park areas. The wal~~ay
: \ I
) (I will be constructed between the dedicated road
. l I
I ~and the park in connection with the office deve-
lopment. .
Sanitary Sewers -- This project is tributary to the existing 24-inch
sanitary sewer which now'terminates at the northwest
corner of Coffman and Poste Roads. A preliminary
plan has been submitted to the Village Engineer and
Village Administrator requesting approval of the
., I
proposed alignment through the Coffman Park area. !
It is agreed that the first 900'~ of sewer will I
j
be 24" diameter to provide for the area to the west,
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I ~ and that no reimbursement will be requested from the
I ; Village of Dublin for oversizing. It is proposed
. ,
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that a 12-inch se\.,er be extended northward from
,this point, through 'the Village of Dublin Park property,
to serve this project. This' sewer line will be
i
slightly larger and deeper than normal in order to i
provide temporary sanitary sewer for Hemingway Village i
j
to the north.
Water Mains -- Water mains for this project will be connected to the
proposed 16-inch water main along the west side'of
,
I
Coffman Road. !
,
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~ PRELIMINARY DEVELOPMENT PLAN
~ .
~ SHANNON PARK
(Formerly Heartland Investment Tract)
~ VILLAGE t
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_ V.M,S, 2543 _ _ 96
v, M. S. 2542
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894 95 .~ <r> \ 103
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(Residentia t) 1 Ie.'! I:
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4 1 A N t ..J.' 0\.,
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4.7 Ac. Gross 94~oI1 r- I I r ~1Il 104
II II ( ~'BIL rJ I'l ,.. --
Reserve A , ~s' ~ '"\0 .
Multi Family 1('">,>'1. . . , .
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&92-
(Residential)
, " 13.8 Ac, Net
16.5 Ac, Gross
891
II B"
Reserve
Multi Family
I 148 units
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881 (Office) .
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(Park) NOTE;
2 725 A 0 I)No vehicular access to be
l ' C. effected between lots I, _
_t ~ ~ "- ~ ~ _..J :2, 6 7. ~,8C'..' 0 Idl 102, 105, ~_ _ ..-I
R "011 ",eserve on
eserve . -- C' ff- -, b '''''d- --,-, - ,;-- '-,..... -
Z.~' :'Je..It 't' ~ \...\\'\~ " 0 man nOO .
"'--.-' 10...-
_~.I \. -:12) Existing accell to residence '- -'
.. on Lot 69 to remain,
i
SOUTH .... 1'~::::--J ~ L_ \ 3) The two southerly streets sholl
I NOlAN 18 -...........:: ~ intersect Coffman Rd. at po ints
I ----1~ that align with the exiltinQ
I " ~ drives to the East.
\f!L.L.AG~: OF DUBLiN ~ 4) The estimated population
!I=: ....V:;-,. :....."' ~ impact of this project Is
.......~...... : .~ '.., '\ 870 people.
. ~ 5) . - Proposed street IightinQ
r as required by Dublin
L Planni no Commission,
. '~
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)(XX x~ x.x~
PREPARED BY x x x x x X ;< ><J<x ,xx
~x .xxx
EVANS MECHWART,HAMBLETON a TILTON,INC. N<Xsi'e~Y X Dublin Council Ordinance No.
" CONSULTING ENGINEERS & SURVEYORS <<-x Xx'I;"O~~tio~ ~ X ..
GAHANNA,OHIO $ ~~)x... \
x x x X)i.Xy X' >V'
. .x x x x ;x./j7X)
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SCALEQ"=IOO' JANUARY ,1978 '\ yK. x x~)c)i. ~.I~
)( x XXXyv )(X,
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. ~ )(X x)( ./')(
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140 " y ')(: >< 1'-0,/\. x ~
X' .x 'Yfj _
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I SHANNON PARK '.
(Formerly Heartland Investment Tract)
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_ V.M.S. 2543 _ _ -
V. M. S. 25.42 -
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894 103
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(Residential)
4.1 Ac. Net ~ ~ ~
4.7 Ac. Gross ~~ ~~ r ~ ~O~ __
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13.8 Ac. Net I . \
16.5 Ac. Groll I
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, 882 .
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881 (Off' ) . -
880 Ice -.0' I
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___ 18 Ac.
.
DESIGN HIGH .
WATER LEVEL
. -------- ~ '
- - 1
PARK AREAJ4.53t: ,. .
.
NOTE: .
O I) No vehicular access to be
effected between lots I,
52.67. 68,101.102,105, '
Reserve "c" and .
't5' ~c:.\;b~\.c. \.\ne. Coffman Rood. ,
I .
2) E xistinQ access to res id tnce ,'---
on Lot 69 to remain,
: · SOUTH I' ~ ~.............~~-t - 1 - 3) The two southerly streets sholl
I I NOlAN ~I ~ intersect Coffman Rd. at point.
~ that aliQn with the existinQ
. . \ ' ... .,_' ~ r- ......' ., . ~ ~ drives to the East. ,
',nL.L.A{;;~. Or' UUt:t:..iN ~. 4) The estimated population
lJ:: (~1::7 :...,.", '7\ Impact of this project Is ,
. n..........' , ,~ '.., ,,870 people,
~ ~) . ;- Proposed street IightinQ
[' as req1.ired by Dublin
_ Plannino CommiS8ton.
. -
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1I1,...~,"",,_ ~_ ."
. .
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PREPARED BY ~ >Q<xx ~><x ~
EVANS, MECHWART,HAMBLETON a TILTON, INC. ~ XSi'e~ *.,(- Dublin Council Ordinance No.
CONSULTING ENGINEERS a SURVEYORS ~ ~'Ye:i);I ~
GAHANNA OHIO ?)<'x * )( ')( )(:> x>< -,
, x x )()( x x >)0-..; 1 ,
)< X xx '
xx xy,lX ~
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. \ ;<..x.')( )()c)( v x.x
I SCALEII".IOO' JANUARY ,1978 'x;'~ ..)Q")< ~ ~
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