39-00 Resolution
RECORD OF RESOLUTIONS
Dayton legal Blank Co., Farm No 30045
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~ReSOllltiOIl SO. 39-OQ Passed 19, m_ ,
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:' A RESOLUTION OF INTENT TO APPROPRIATE A 0.028 ACRE,
,. MORE OR LESS, TEMPORARY CONSTRUCTION EASEMENT,
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FROM CHARLES W. HESS AND ANITA C. PLEW, LOCATED !
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j, EAST OF RIVERSIDE DRIVE, CITY OF DUBLIN, COUNTY OF i
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II FRANKLIN, STATE OF OHIO. i
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Ii WHEREAS, the City of Dublin is preparing to install storm sewer improvements
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I along Riverside Drive in Dublin, Ohio; and
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III WHEREAS, said improvement will require the City of Dublin to obtain a temporary
II construction easement in and to the premises described in the attached Exhibit "A"
q located in the City of Dublin, Franklin County, Ohio,
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II NOW THERE&RE, BE IT RESOLVED by the Council, of the City of Dublin,
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II State of Ohio, of the elected members concurring that:
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II Section 1. Council considers it necessary and declares its intention to appropriate,
! for the purpose of installing storm sewer improvements along Riverside Drive in
Ii Dublin, Ohio, a temporary construction easement in and to the premises located in the
I City of Dublin, Ohio, and more fully described in the legal description attached hereto
,I as Exhibit "A".
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II Section 2. The City Manager is hereby authorized to cause written notice of the
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ii passage of this Resolution to be served upon the owners and persons in possession or
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" having an interest of record in the above-described property, This notice shall be
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Ii served according to law.
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Section 3. This Resolution shall take effect and be in force from and after the
il earliest date permitted by law,
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Passed this 51h, day of ~A-0._
, ,2000.
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i A TrEST:
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~ (];\.~
Clerk_of Council
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I I ,herebY cer:if)~ th!!l cO/lies of this Ord:nunce/Resolution were poste if' ."
I City of Dublin 10 accorr-once wit!t Section 731 25 of th" O',;tl R . (od~
' .. , .c 1,/ ev!se
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tJoti ( of Cound!, Dublin, Ohio
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P:\DA T A ICOUNCILIRESOLUTII2000139-00 STORM SEWER HESS.DClC
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TEMPORARY EASEMENT
0.028 ACRE
Situated in the State of Ohio, County of Franklin, City of Dublin, Section 18, Quarter Township
2, Township 2, Range 19, United States Military Lands, and being a strip ofland out of that parcel ofland
as conveyed to Charles W, Hess and Anita C. Plew of record in Instrument Number 199911100282681,
(all deed references refer to records of the Recorder's Office, Franklin County, Ohio) and described as
follows:
Beginning, for reference, at the intersection of the southerly line of Grantor's tract with the
easterly right-of-way line of Riverside Drive;
thence North 11041' 55" West, with the westerly line of Grantor's tract a distance of 9.36 feet to
the True Point of Beginning for this description;
thence North 110 41' 55" West, continuing with said westerly line a distance of 39.93 feet to a
point;
thence across Grantor's tract the following courses:
North 780 02' 04" East, a distance of 30.39 feet to a point;
South 110 57' 56" East, a distance of 40.00 feet to a point;
South 780 02' 04" West, a distance of 3 0,00 feet to a point; and
South 840 47' 56" West, a distance of 0,58 feet to the True Point of Beginning and containing
0,028 acres of land, more or less.
A drawing of this description is attached hereto and made part thereof,
,"'"'''''''' EVANS, MECHWART, HAMBLETON, I!<- TILTON, INC,
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f' 0.0 CLARK E. .... \
f~; :0 ViJHITE \ * S Clark E. White
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~~; 7868 :; Registered Surveyor No, 7868
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- TEMPORARY EASEMENT
- iOCA TED IN
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-.....- . - SECTION 1~ QUARTER TOWNSHIP 2, TOWNSHIP 2, RANGE 19
===== === _INC.
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COIUULTIKO IlKOIKBlIS llUlVBTOU UNITED STA TES MIliTARY LANDS
GARAHlfA, OHIO 43230 CITY OF DUBLIN, FRANKLIN COUNTY, OHIO
SCALE f" = fO' AUGUST 29, 2000
\ 10' 10'
: 0 20'
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GRAPHIC SCALE
aN FEED
\ CHARLES w: HESS & ANI TA C. PLEW
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" 2.466 Ac.
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\ I.N. 199911100282681
Parcel No. 273-008625
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- Professional Surveyor No. 7868
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CITY OF DUBLIN Memo
Division of Engineering
5800 Shier-Rings Road
Dublin, Ohio 43016-1236
Phone: 614-761-6550
Fax: 614-761-6506
TO: Dublin City Council
FROM: Timothy C. Hansley, City Manager
INITIATED BY: Balbir S. Kindra, Director of Engineering/City Engineer f>S~
Steve Smith, Director of Law
DATE: August 28,2000
SUBJECT: Stormwater Improvements - 2000
Resolution No. 39-00, 40-00, 41-00, 42-00, 43-00
Attached, please fmd five resolutions for Intent to Appropriate for acquisition of permanent and
temporary easements for the Stormwater Improvements - 2000 project. Also attached are
construction plans that highlight the areas where easements are required. This project will
correct drainage deficiencies identified in the Stormwater Master Plan, Items to be addressed
include construction of new storm sewers, roadway culverts and open channels, at various
locations, as shown on the attached exhibit.
The project is expected to be available for bidding possibly within the next 90 days.
G:\Word\Council99\Stormwater hnprovements 2000.doc
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r : LEGEND ~
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, ' , , : ,\ \ " \ X798.1 e Ught Pale Contours shown hereon ore from the Franklin County
<.,.,/ Auditor-' s Geogrophical InfonnotKm System and en for
/r:--==-~.*-- Strs.t Si<jn infonnoUon purposes only. The. .svations associated
/ .0. with the contours CIl'e with respect to NGW 1929,
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/ ,'1 Water VoIve ,.
I ~ GE01El(TILE:
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f : I , S Benchmark Locotion The Turf Reinforcement Matting (TRt.t) to be used sholl
: I @ Boring Location be P)"omot. or on equal os approved by the City
: I .. Engineer. Necessary qualities ore provided In tho notes.
-X- fence Sheet 3 of 17, All TRM sholl b. covered with 1-2" of
\\ topSOIl prior to seed'mg and mulching.
~ Pavement Replacement, TRAfFIC MAlNlDlANCE:
T)Ipe I (1441 Or,A)
_ Driveway Pa_t Replacement, All lanes of traffic along RI........ide Drive sholl remain
T)Ipe m C (2160 Or,A) open from 6: 00 A.M, to 7: 00 P.M, doRy, Refer to
notes and detab sheet. 14 through 17 for additional
Barlng Log Information provtsfons. indudlng limitotions to the extent of time
permitted for work In this area,
B-11 Boring No,
i lDIPORARY PA\9IENT:
SoB
Place temporary pavement over flowable Control Density
Weathered Limestone fiJI ofter 4 hOUfS end reopen to traffic by 6 AM_
HEADWAll:
Bedrock
....................., The headwall sholl hove 0 sofety grote, see note
---- ' In I\.)~~ sheet 13 of 17,
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- P Qt- lANDSCAPE RESlORA l1ON:
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X796.8 1.".'_,~1-'1--.___--'-__4 :::: "TEt--\p I
Refer to sheet 13 of 17 for notes regonling seeding
X798.1 of on lawn areas cflSturt>ed by construction, See also
"..,.....-.----.--...... '\oJ 6'\0,,\ <;, not. regord'ng Maintenance on sheet 3 of 17,
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2 (Olt~'
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12-1 ~~-- -t--- ~ ~ 12-1
\ ~;/",'~c". fe~tr\.I11\QlV\a...;;,. 2 1-4-;- ~SeedInq and Much"'"
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with Turf Reinforcement,
_ note thla sheet,
, " ! Cost to be Included In
". " ( /... )TYPICN- SECTION OF "'" ow..........,
" '. fElt'" PROPOSED DITCH
9ll.. j No ScoIe
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,- 810
810
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805 805
) 800
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795 795
790 790
785 785
780 780
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ns ~-- I i ~~-i--~ !_.~ .-~,-----J--.-.-t---.L.-----.-+_l-- ! ___I ,1. [ a~~.:'w"':Te:'O
i j'5lf : ! r! r ~ ! ! : ~ ! 1 ~; IMPROVEMENTS - 2000
I Iii ~ U-r----t---~ -ri ----+----..-t-.--~r---I ~ ---+----1 ~ ~;; ~ ~ ~"~~~5[~~::'~ I
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0 1 2 3 . 5 6 7 EVAlIS, ~~.~~~..E};:!ON, INC,
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I I :" I I I I , ~ LEGEND
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----<t 'i 'I I ~-I -- -------------- @ UghtPole
<6_ ~ I i U I Q.
" I: .2 ,. nv _ '01 -X- Fence Une
, I i ~ I I I I ~ U Ex OriS, a BRUCE E. & I(f", L 1'8-.;, ...E ,
\ ' / 1 I 0: I S 7304 ~ P"""",ent Replacement (1441 Or,A)
, I i I I I to _-----
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Use n -shrink out t '),: 0_ '-
~ the connection 0: the I I ! ~I I . j /~ II iJ '- ~
4' ~3" headwoll. to existong I I i ~ . '-
12" storm popes. COY OF DUBUN I , ! ~L I ... / >- 0 '- ........... lRAFFlC MAIN1ENANCE:
SC!OTO ?,ioRK I I i.:?~ '1 I Ex. Guardrail I ) I _ _ - - _ \ '- All lones of trofflc sholl Rl\ll!l'Side orne sholl remain open from 6: 00 AM to 7: 00
I :. _ - - '- PIoI doily, Refer to sheets 14 lhru 17 for provision. related to maintaining trafflc
. Contractor oholl expose and locate I I 1 Q)/~ I'( I J'/ f _ - - - \ ot this location. Including limitotions to the extent of time permitted for work in
~ Ex. 8" F"on:e Moin ond advise Engineer I ~ :" Q... ~ ~ _ \ this area.
of any discreponcles with informatlan I a: i wI' I ~ P ed concrete encasement I - - - T- - _ _
ohewn h"!""",, for resolution prior to I I i I' around Ex. 8 F"arce Main / \ lDIPORARY PA\IDlENT:
:0 construcrng Imprawmenls. / , : I / \
.,'. .1 / P I i I I / \ Contractor may cover trendles with property secured steel plates or place
N . / ~osed , ! 1,--0."'7:" "I, \ temporary pavement aver Flowoble Control Density FlII after 4 hours and reopen
J / (AA_S1wo1l) :-. J '!It'::;;S.0 / Loose Stone Headwall \. to traffle by 6 AM.
. It) / 65 i I d .,.,' ~, to be replaced with ooOT S ' I
'" j/ HW- 2 Headwall. modified . " , HEADWAUS:
.1 --Ex, Field n_ 7' I (See detail thi. oheet) , ,
N / ~ , The upstream ond downstream headwoll. sholl have a safety grate. see note
- ~ E ~ ,2, U':' oheet 3 of 17 and delalls oheel 13 of 17. The upstream headwall ohall Include a
~ - - ( ~ '\ ~ stone """eel', """ note oheet 3 of 17, Contractor ohall use nan-shrink grout at
___ - - - Remo,"" F"oeId Tile ~ 1 ) the connection of the headwoll to existlng storm pipes.
- - - I ACCESS TO PRlVAlE PROPERlY:
m A temporary easement 08 ohown hereon has been obtained for 0CC8SS to the
fNGAU.. A."DT ,i/J property at 7348 Ri\ll!l'Side Ori_ Work outslde of the R/W oholl be limited to
7348 I I I only this temporary _enl
ci . ) DlTalES: I
PROPOSED HEADWALL DETAIL a .:l /
" . W / The Contra~or is responsible for regrading the inlet and outlet within the limits !
Scale: 1 =. 3 a J / of the temporary easemenl On the west side of Riverside Or, the Contactor ohall I
<n ' (' "" / excowte and remove existing field lie for a d"ostance necessary to maintain a
0:1 / positive grade from the lowered flowline of the proposed 19"x 30" RCPE.
~ to ) / / Between the 19"x 30' RCPE and the existing field tile. the Contractor ohall
if 8 / construct an excowted dlonnel, See detaB this oheel Cost to be included in the
----___ ~ ;z-/rEt-.tp I Ir\"td\., price bid for Item 913,
{Dil~ I ----- f // I lANDSCAPE RESTORAlION:
~- ...~ 4 ~~ -'- I /// Refer to sheet 13 of 17 for notes regarding seeding of all lawn areas disturbed
~ _I__~= ''--__ __-,// by construction, See oIso note regarding Maintenance on sheet 3 of 17.
I 832- - - - _ - GUARDRAIl:
1~ ..~.U> ~1 T CRack 0l0nneI
2 2 ~tectlan with FBter I Guardrail and posts sholl be painted doo1< bronze. color to be approved by the
Fabric. See note this I - / City Engineer, Apply 2 coots of paint, with a minimum 2.0 MB dry 11m thicf<ness
sheet. Coet ta be _ - for each coat, Use only high quality, 011 weather paint on galzonized metal and
Included In prlce bid _ _ - wood post.
for Item 913 _ _ "" ,
TYPICAL SECTION OF _ - - Expose gas lone pnor to installatIon of guardrai to determone location ond depth,
I _ _ - - - - I Relocate go. line if necessary to avoid "",fllcl
PROPOSED DITCH I _ _ _ - - - I
No Scale II _ -
,!345_....... .........,.........,........ .... ...... ................ ............,.......,.....,....... ..,. ....... ......... ................... ........................,..................,...... .....,.,.......... ,...._.......... ......,........ ,....,...... ............... .................. .._ ..... .... ,... ....,.....,... ............. ..... ............ ...... ..........., .............................................. ............ .......... ....... ,.................. 845
/10
80ckfll ohall be F"cor. T~e W, per Itejn 636
lr.-v .....................,......... ................................. ........,.........................., .....~~~(ootar::;....epll1C4!..... . ......... ..............., .,........ ,................................ .....,~' ......... ..... ......... .......,........................ ,..........~.... .................,... .................. .....................,....,.. .c........... ....... ......,...................,......................... ......:........, ....................... 840
as per Item 606.06 T)pe 1 Pwnl 4'
Replacement. per CMS Item :z52
835 ... ........,................,................................... ...,........... ............... .,.. ......._ ,................... .............._. ....., ....., ..,....................................., ,............ .......... ..... .... ..........,.... ,...,., ............,........... ,.......,.,..., .... ....,........... 835
830 ..,.......... ............,......... . ...............,....,......... .....................,. ..,..................... ..... ,....,.. . ,....., "=-'St;.-'~' .................. .... ............................................ ,... ,~..., ...................,................................. ....,...........': .................,........,...' 830
Ex. Grade Ex. 12 Pipe 4' GAS :
'\ Inv, 830,38 Relocate eas line If Conflict Exists
_ - - - - - - - - - with Proposed Storm.
825 ,...,..................................,..,..,............. ..... ........... ....................::::::--- .............7..... ....................,..............,..,.......,.,..................:.,.............. ..............,...,..................... .....................:..,.... ...................... 825
10 ~ llmlts of Boring : ~
,N ----------------------r~---- ------
~ '" No Rack Encountered oboY8 D. 823.5: /
820 ...... ...........,.........., ...,................, ...... ......,.,.. ......,....,..........,............,.... .....,......... ...~.L..,............ ...... ..................1......1.... ..... .... ............ ..........'... .._.. ....., .......................,....... .......,.............. '. ,....,.................,.....,...........................,..... .....,........, "...... ........,...,. 820
~ ~ Sto.o-iS9
- , Ex.24' San,
" ~ lnv. 821,2 =
Wa.. : ~ .
................. ...,.............................................., .....................................,........... ..,........... ...."" . ..... ............. ,.. ......,............,....................,....., "...: .........,.., ..... ........-g 'll ..................,.. .......,..... '7' '...................... ................. ...........,.... .................. ........ ....,...... STORMWATER
1 ~ : ~ ; ..Place rack dlonnel ~tecllon, with IMPROVEMENTS - 2000
........................................,..................... ...,...............,........ .................. ...............~t...............,.... ..................,........ ........,... ,.......1. ............. .....! it................ ..... ......., ....., ",., ....,....,..... ............ .~~.~~~r.L:i<~)~ ~OI.~l..... ........ RI~R51DE DRf,~pt~~~m~A HillS DRf~ I
..l: ell ~ '" .2 . PlAN AND PROFU..E ~
<~ I~ (I) 1_
o _
,.- 0 ,....
6 6 SCAlE: H~t 1=:~9'
o 1 EVAliS, JoIJ!ICII1fART. HAllBlEI'ON A: m.mN, me.
--~
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r - -+ _ _ I I~ \ I/!'.... " NOlES I
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\ I IT - --;9~ ,. _ _ y -; '.... TIW"F1C UAIN1ENANCE: .
__ \ ~y I I / ( \ I I "---- All lanes of troffic along Rlwrslde Drive shall remoin open fr:n
- _..-1- I I I ILl _______ '-.. --.... 6:00A.M. to 7:00P.1I. Refer to sheets 14 thru 17 for pro'llslons
\ _ _ -y- . \ I./'- --.... related to maintaining traffic at this location.
\ \ \ ---,1--1_ \ \! I/'. --.... PRE1JWINARYaEAHlNG:
\ \ \ I \ 1- I' I / PrIor to lining, the pipe shall be cleaned and internal inspectlan
\ --.... '-l for detection of wids performed. All _ shalt be filled with
\ \ ~ \ \ -l ( Re cernentltlous grout or other approved method. The pipe sholl be
cleaned ond Inspected by CCTV for approYOl by City prior to
I \ I \ \ \, '.... .11 lining. The cost of cleaning and inspection to be included In the
\ \ I 1 overall price bid for rehobUitation.
\ \ ~ I \ \ \ ) II . . _ _ RDlAIlIUTA_
\ \ '0 1.\ \ \1 ,\ I F -~I" - - - Rehoblitation of loo':!: Ex. 24" ClAP using reein impregnated,
\ ./' _ _ '~. _ _ _ _ - flexible tube os outlined in the Supplemental Specifications.
\ \ \ I \ \ \ I./'I ....~~ . - - - The ~tractor shalt obtain a hydrant permit prior to utilizing
~ ./', ~. _ ~~ > installation of the pipeline. See note sheet 3 of 17. Otherwise,
\ \ \ I \ a: 1 f ./' r I ~ :'~ >. . i!i;\ . !. ~"- =- -= - -?Set - the Contractor may use a truck to pro"'de the necessary water
;.,' \ I . s'- --< 'n ~ . ~.,i~' - - - to perform the rehabDitation. The cost for water to be included
I \ PrOD. Torno. Esmt. I"" 1 '2-~/o#' ~; -<" ",~i<~" '~.f.1 " in the ownJIl price bid for rehablitation.
~. , U-./'ol'~ I ~,~ ~ ~ ~~ . .'~ . M - .
Ex. Rackwall I ./' --(.,pl c:J /- _ '_ '~ ;O""':';#-'}':~~:J:~~;"J / gI ACCESS TO PRlVAlE PROPERTY:
~ 'I./' i - '~~'~"~~'~.l....' Driveway t
i-.. ,./' I - - .f / U
1_ Il./'l 1 - --
........ I ---
<:: ,,\ 1/ -+-
-. I . Head~" 0 \./' '1 I t -
_ _ 1 -( ~ Ex. GuardroR . ~
Notes: I - \ I \ I' gs I'
Area along stream contains small trees and. .' ~ . I ~
brush. Disturbance of -..gelation In this area Is '-- ~I ~\) I \ (~ w x JOHN SHARRON DANSON
to be limited to the maximum extent posslble. "-- _ _ _ _ ~ ~ Q I W -,-,,.,,,, /
_1' X I Vl , ; ; ~~
~- SEE ~~ f\/~ ./ 0 Q:: I Note:; 1REES:
j, "/ \ I 0 ~ , Contours shown h eon ore from the I
.1 ) L _ .."..20 _ ) ~ _ I I Franklin County Au tors GeogrophIeoJ I All tree pruning ar rernoYOl shall be apprawd by the City Engineer
i'o.. ~ L ______ / A / I \IL Q:: , Information System and are for prior to proceeding in accordance with the impro-..ent.
"- _ _ ...;:...-- 95 LF. of OP P' e 10 information purp~ only. The
~ / RehabRltaUon /. 'elevations ossociatJd with the contours I COST: . ,
( JZ,"~~ / I ~ I I.:: I 0 UtRIl \ ore with respect to NGVD 1929 All work related to the nat.s obO.ve shall be included in the price
/' / / I I : : I bid for tho pipe rehobDitatian.
/ / (I I I I' \ I OlTOfES:
/ / / I 0> I I, ., \ The Contractor is responsible for regrading the inlet and outlet
/ \ I I I within the limits of the Temporary Easements.
/. /, I I I, I ,I, \.. . .. I I I HEADWAUS:
. . . _ .~. :: rem f' i-!c.:>s ~ ' flEw Both upstream and downsteam headwalls sholl include a stone
,_ TeM P ) M c )In \.-': h \ \/OIleer, and safety grates. See notes sheet 2 of 17 and detaRs
_ I sheet 13 of 17 (safety gro'l).
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! I ~ I ! ! I
-830_-~_~-----J-----c--~-t~r ----~t't------L~-=--U'- ..--- -------I-~--7-------------i-;.----- 830 I
OLO ! _. ! U___ _ . ._=L=~ _ t i 1
i i -l t----- . i -.. -.- - "" ------. : .-----.-------.------ 825
820 I j - ~ i ',----- I ~ ~... -.. ! i
--~------ -f.. 820
; .. ---- ------.- --------------------------- --_._-._------_._---~-_._------
, .
! Rem...... rotrudln !en ; __________i
i of ClAP (Appr'ax S fl.) i i!
815 I ~t ~~ to;or in~de~ in! i I
-----------.-o'.--...------r--------------.--..~-----l'..~~.- ..-..---..------......---..---.8 -- -..---.--.---.-o'.-.---------o'.---i-.---...-.--o'---..--.o'-._._._.___._.___._.1- 815
i .0 Install Cost-in-Place AA-S166. ! .-----.
i Remove exlstln ;;; Headwall. th m lied as i '
i 2" Steel Pipe necessary for exlsUn~ rock in i i
! Cast ta be channel bottom" l-8., !
810 -------.----- 1-------- ~j~~l~_:~-~~. l--.--------..------------+----------..--.----------i-------.--. 810
: _: ;:
. . --
. . .'
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805 .______.______ ! ! .______._______.__.___.._.._______;________________________._! _.__._ 805
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: : :
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: . :
i E '0 i 1
! U; ,,: 1 f Ii i CITY OF DUBUN. OHIO
.---.--.-----.----------- i -----------. ~~ t!'"---.-.-.------.-------------.t-..-----.-.-.-------~ i~.----.---.--.------.-+---.------.--.
I .:j ~2 i ~ ~ ~ I PROVEMENTS - 2000
! ~ :! i .Inverts Estimated! ~ i ~ I I
____.__________.___~..--.---------..-.o'.----"-D.~Bock...dllllllleLpmlectkln.....wilh_Illic..fubr.ic....___....l._._..____.___.____.__________...5 ."_.~ i RIVERSIDE DRIVE AND TONTI DRIVE.
i per ClAS Item 601.07, T)pe B. i ----.---------:..-------- IMPROVEMENTS
i s'w xTl x2"O ;
I * ! ~ ! PlAN AND PROAl( ir
o - SCAlE: Vert:; 1":5" /5\.
1 0 EVANS, ~~._~N &:. m.TON, IIIC. t17J'