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ODOT
DESIGN BUILD
SCOPE OF SERVICES
OHIO BRIDGE PARTNERSHIP PROGRAM
PID # 97109
Package # 9
County: Highland Route: T0144 Section: 01.50
Table of Contents
1 PROJECT IDENTIFICATION ........................................................................................................................... 2
2 PRE-BID MEETING .......................................................................................................................................... 3
3 ADDENDA PROCESS ...................................................................................................................................... 3
4 PRE-QUALIFICATION ..................................................................................................................................... 3
5 DESIGN CONSULTANT .................................................................................................................................. 3
6 SCOPE OF WORK ............................................................................................................................................. 4
7 FIELD OFFICE .................................................................................................................................................. 4
8 GENERAL PROVISIONS FOR THE WORK ................................................................................................... 4
9 HAZARDOUS MATERIALS ............................................................................................................................ 8
10 ENVIRONMENTAL .......................................................................................................................................... 9
11 RIGHT OF WAY (ROW) ................................................................................................................................. 11
12 UTILITIES ....................................................................................................................................................... 11
13 DESIGN AND CONSTRUCTION REQUIREMENTS: MAINTENANCE OF TRAFFIC (MOT) ............... 16
14 DESIGN AND CONSTRUCTION REQUIREMENTS: LOCATION & DESIGN ......................................... 17
15 DESIGN AND CONSTRUCTION REQUIREMENTS: STRUCTURES ....................................................... 19
16 DESIGN AND CONSTRUCTION REQUIREMENTS: TRAFFIC CONTROL ............................................. 21
17 PROJECT SCHEDULE REQUIREMENTS .................................................................................................... 22
18 PLAN SUBMITTALS AND REVIEW REQUIREMENTS ............................................................................ 22
19 BUILDABLE UNITS (BU) .............................................................................................................................. 25
20 ATTACHMENTS ............................................................................................................................................. 26
1 PRO
PI
Count
Local
Highw
D1.1
Route:
Current AD
Design Ye
Peak Hour
Directiona
Distributio
Trucks:
Design Spe
Legal Spee
Design Fun
Classificat
NHS Rout
E1.2
The follow
Project
HIG-T014
1A P
N
1B R
N
1C A
N
OJECT ID
ID # 9710
ty: Highland
Route Name:
way Functional
Design Desig
DT:
ar ADT:
r Factor:
l
on:
eed:
ed:
nctional
ion:
e:
Existing Plan
wing existing pl
4-0150
PRIMA FA
Not Applicable
RAILROA
Not applicable
AIRWAY/
Not applicable
DENTIFIC
9 Stat
d
Fenwick Ro
l Classification
gnation:
0T095
352 (2004)
400 (2034)
N/A
0.55
0.01
55 MPH
55 MPH
Local Road-
Rural
No
ns
lans are includ
ACIE SPE
AD COOR
/HIGHWA
CATION
te Project #
Route:
oad
n & Federal Aid
ded in Attachme
EED LIMI
RDINATIO
AY CLEA
Page 2
499043
T0144
d System: L
ent H :
Year / Pro
Number /
---
IT
ON
ARANCE
Federal Pro
Local Road-Ru
oject
/ PID / Etc.
oject Number:
Section: 01
ural
Project Descr
No Existing P
E140139
.50
ription
Plans Provided
Page 3
2 PRE-BID MEETING
Not applicable
3 ADDENDA PROCESS
Direct all questions prior to the letting date to the Pre-Bid Website at
http://www.dot.state.oh.us/Divisions/ContractAdmin/Contracts/Pages/PBQs.aspx
4 PRE-QUALIFICATION
It is required that the bidder be an ODOT pre-qualified Contractor who has engaged the services of an ODOT pre-
qualified Consultant to perform all the design and construction work required in these Conceptual Documents. If
the Consultant and/or the Sub-Consultant(s) submitted do not meet all the required qualifications, the Office of
Contracts may reject the bid.
5 DESIGN CONSULTANT
The Contractor must name the Consultant and all Sub-Consultant(s) in the space(s) provided below. If the
Contractor is going to submit an electronic bid, then the Consultant and all Sub-Consultant(s) must be listed on the
following web-page: http://www.dot.state.oh.us/Divisions/ContractAdmin/Contracts/Pages/Scope.aspx . The
Contractor must list relevant prequalification categories for prime and sub-consultants to show that the
prequalification requirements listed below are satisfied. All Consultant names and addresses must be the same as
that on file with the Department. The following work types must be performed by members of the Consultant Team
(combination of Consultant and Sub-Consultant(s)):
Non-Complex Roadway Design; Level 2 Bridge Design; Sub-Surface Utility Engineering, Level
A&B; Steel Fabricator per CMS Item 513.03 (as necessary)
Consultant
Firm Name:
Address:
List Work the Consultant will perform:
Sub-Consultant
Firm Name:
Address:
List Work the Consultant will perform:
Sub-Consultant
Firm Name:
Address:
List Work the Consultant will perform:
Restriction
Any Consu
proposal or
project, eit
6 SCO
H
A
W
A
W
Th
plans for th
The Contra
work descr
H
Pr
C
W
The Contra
The calend
structures w
No work sh
7 FIE
Field offic
prior to the
8 GEN
G8.1
All service
subcontrac
Guidelines
The fact th
the require
ns on Particip
ultant who prov
r Scope of Serv
ther as a prime
OPE OF W
HIG-T0144-01.
Approximate
Work Limits:
Approximate
Work Length:
he Consultant
he construction
actor will prov
ribed in the Co
HIG-T0144-01.
roject Descript
ompletion date
Warranties:
actor will perfo
Pr
HI
dar days shown
with all require
hall start prior
ELD OFFI
e Type A , as
e start of constr
NERAL P
Governing R
es, including bu
ctors (including
s.
hat the bid item
ement that all w
pation in Desig
vided services
vices documen
consultant or a
WORK
.50
From: 2+
275’±
will provide fo
n of the propos
ide for the furn
onceptual Docu
.50
tion: This pr
bridge
span st
Minim
e: June 3
N/A
orm the work a
roject
IG-T0144-01.5
n in the Work C
ed safety items
to January 1, 2
ICE
s required by C
ruction work.
PROVISIO
Regulations:
ut not limited t
g sub-consultan
ms for this Desi
work performed
gn-Build Cont
to the Departm
nt will NOT be
as a sub-consu
+50±
or the engineer
sed project.
nishing of mate
uments in order
roject includes
(single span st
tructure over P
mal approach ro
0, 2015
according to Pr
50
Contract Table
s installed and
2015.
CMS 619, will
ONS FOR
:
to survey, desig
nts), will be in
gn-Build proje
d and all mater
Page 4
tracts: ment that have
e eligible to par
ultant.
Final
ring services, d
erials, construc
r to fulfill the i
s the removal a
teel beam brid
Plum Run in ac
oadway work w
roposal Note 12
Calenda
Work o
150 w
include time f
functional at a
be available an
R THE WO
gn and constru
compliance w
ect are general
rials furnished
been directly u
rticipate in this
To: 5
l Work Length
design, and prep
ction and comp
intent of the co
and replacemen
dge on concrete
ccordance with
will be required
29 and the Win
ar Days to Co
on Project
w/ a max. 90 da
for the removal
all project locat
nd completely
ORK
uction work, pe
with all applicab
rather than spe
will be in reas
utilized in this
s design-build c
5+25±
h will be determ
paration of det
pletion in every
ontract.
nt of a structura
e abutments) w
h this scope/bid
d.
ndow Contract
omplete All
ay closure
l and replacem
tions.
functional no
erformed by the
ble ODOT Man
ecific will not r
onable conform
design-build
contract for thi
mined by the D
tail constructio
y detail of all th
ally deficient
with a new sing
dding documen
t Table below.
ment of the exis
later than 1 we
e DBT and all
nuals and
relieve the DB
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is
DBT.
on
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le
nts.
sting
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T of
specificatio
Specificati
The attenti
Specificati
It will be th
and constru
The curren
and Guidel
this project
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All Items c
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ons. The Cont
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ODOT Standard
ocation and De
Volume On
Volume Tw
Volume Th
AASHTO Guide
avement Desig
pecifications fo
onstruction an
roposal Notes
upplemental Sp
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Manual for Aba
avement Desig
tate Highway A
tandard Constr
lan Insert Shee
raffic Engineer
Ohio Manual of
Real Estate Adm
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Reloca
ROW P
Utilitie
Wirele
nvironmental S
Waterway Perm
Design Mapping
ADD Enginee
Geotechnical Bu
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AASHTO LRFD
Basis of Paym
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notes with unit
nit line price ite
tractor’s Consu
mber for all wor
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quired to comp
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met or exceeded
Manual
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or Geotechnica
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Access Manage
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ring Manual
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Plan
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ss Communica
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g Specification
ring Standards
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rk to be perform
to the provision
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plete this proje
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eparation
metric Design o
ation Manual
al Explorations
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for Construction
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itation Manual
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olicies and Proc
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books and Gui
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cifications, 6th E
Material Speci
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stablished in th
Page 5
rence in the pla
med and all ma
ns of section 10
al.
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delines
ndix B)
Edition, 2013,
ifications, Sup
will be paid fo
he Scope Of Se
ans the appropr
aterials to be fu
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cessary ODOT
ertising date, o
esign and cons
Volume Local R
ns
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nd Risk Assessm
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urnished.
struction and M
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of the following
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Roads (ADT
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nterims and OD
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propriate Lump
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w.dot.state.oh.u
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All deviations fr
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Any utilities, pip
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payment reque
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pes, wellheads
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he Record Dra
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ns and delivery
and the final e
rawing Plans w
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upplied by DB
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Page 6
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nstruction plan
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elected for thos
essary to show
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ans will be del
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nks accessed fr
l assignments,
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nce of the const
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ndations or oth
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ges appearing o
sheet and clear
livered to the P
yment. After t
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the Departmen
ginal half-size
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electronic files
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ngineer accord
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s and line style
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mp sum bid item
rovide ODOT
and constructio
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sions Guideline
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inistrator.
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ccordance with
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ment. All CAD
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and ODOT see
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P8.6
The Contra
this project
source of p
conditions
C8.7
All commu
Engineer.
The Distric
At the pre-
and the De
P8.8
Contractor
non-constr
E8.9
The DBT,
inspecting,
survey auth
and Section
said survey
owners no
with 102.6
ODOT’s P
being perfo
ODOT’s P
the crop da
ODOT’s P
survey or s
in this sect
9 HA
The follow
ASBE
AN A
RUN,
HAZA
PRESE
A COP
DEMO
BRID
COMP
Partnering A
actor is invited
t. The objectiv
pride to both th
of the contract
Communicat
unication durin
District
Phone n
E-mail:
ct Project Engi
-design meeting
epartment.
Permits:
r will be requir
ruction work w
Entry on Pri
acting as The D
, surveying, lev
horized by the
n 102.6 (inclus
y, the DBT wil
less than forty
6 of ODOT’s Su
Project Manage
ormed will be n
Project Manage
amage reimbur
Project Manage
soil information
tion.
AZARDOU
wing Asbestos
ESTOS NOTIF
SBESTOS SU
SCHEDULED
ARD EVALUA
ENT ON THE
PY OF THE O
OLITION AND
GE OWNER,
PLETE THE F
Agreement:
d to enter into a
ve of this proce
he Department
t. It is solely in
tion
ng design and c
9 Project Man
number:
ineer will be na
g, the Contract
ed to obtain a p
within the existi
ivate Proper
Department’s a
veling, digging
Director of Tr
sive of Section
ll send notifica
y-eight hours no
urvey Manual.
er. Any subseq
negotiated betw
er. Crop and pr
rsement formul
er. Any subseq
n prior to the s
US MATER
Notification N
FICATION
URVEY OF TH
D FOR REPLA
ATION SPECI
E BRIDGE STR
OHIO ENVIRO
D RENOVATI
WILL BE PRO
FORM AND SU
a self-facilitated
ess is the timely
and the Contra
ntended to esta
construction wi
nager’s Name:
amed at the pre
tor will name a
permit from th
ing Right of W
rty:
agent, may ent
g, drilling, or do
ransportation in
ns 102.61 throu
ation letters ind
or more than 3
The DBT wil
quent claims fo
ween the DBT
roperty damag
la and Special
quent entries on
submission of t
RIALS
Note is to appe
HE TOWNSHIP
ACEMENT, W
ALIST. THE
RUCTURE.
ONMENTAL P
ION FORMS,
OVIDED TO T
UBMIT IT TO
Page 8
d partnering pr
y completion o
actor. This Par
ablish an enviro
ill be with the D
Matt Hauc
(740) 774-
Matt.Hauc
e-design meetin
a Project Mana
e State or loca
Way and/or limi
ter upon any la
oing any work
n accordance w
ugh 102.66) of
dicating the dat
0 days prior to
ll forward copi
or compensatio
and the affecte
e minimization
Waiver of Dam
nto private prop
the bid will be
ear in the Con
P ROAD #144
WAS CONDUC
SURVEY DET
PROTECTION
PARTIALLY
THE SUCCES
O:
rocess with the
of the work and
rtnering Agree
onment of coo
District Projec
ck
-9055
ng.
ager who will a
al government h
ited access.
ands within the
k deemed neces
with Section 55
ODOT’s Surv
te and duration
o the date of en
ies of all notifi
on due to damag
ed property ow
n and reimburs
mage form, wil
perty for the pu
made in accor
nstruction Pla
4 (HIG-T0144-
CTED BY A CE
TERMINED T
N AGENCY (O
COMPLETED
SFUL BIDDE
e Department p
d a quality pro
ement will not a
operation betwe
ct Manager and
h.us
act as a liaison
having jurisdic
State for the p
ssary in the exe
517.01 of the O
ey Manual. Pr
n of entry to the
ntry for said sur
ication letters d
ges incurred w
wners with fina
sement informa
ll be provided
urpose of obta
rdance with the
ns:
-0150) BRIDG
ERTIFIED AS
THAT NO ASB
OEPA) NOTIFI
D AND SIGNE
ER. THE CON
per CMS 108.0
duct that will b
affect the term
een the parties.
d the District P
between the D
ction, to perform
purpose of
ecution of any
Ohio Revised C
rior to perform
e affected prop
rvey in accord
distributed to
while said surve
al approval from
ation, together
to the DBT by
aining additiona
e procedures ou
GE OVER PLU
SBESTOS
BESTOS IS
ICATION OF
ED BY THE
NTRACTOR SH
02 on
be a
ms and
.
roject
DBT
m any
Code
ming
perty
ance
ey was
m
with
y
al
utlined
UM
HALL
OHIO
401 E
DAYT
TOM
(937)
FAX:
AT LE
REHA
THE E
INFOR
ADDR
REMO
TO BE
LOCA
DISTR
THE C
COMP
10 ENV
W10.1
A permit d
General Pe
DBT will b
notes and d
will be ma
location at
N10.2
The DBT s
both off pr
required. T
Approval f
days will b
All tempor
disturbing
must be in
SWPPP if
http://www
are paid fro
the unit pri
will be ma
the contrac
O EPA, SWDO
. FIFTH STRE
TON, OHIO 45
SCHNEIDER,
285-6357
(937) 285-624
EAST TEN (10
ABILITATION
ENGINEER.
RMATION RE
RESS, 2) THE
OVAL AND 3)
E USED. A CO
ATION:
RICT 9 OFFIC
CONTRACTO
PLETE AND S
VIRONM
Waterway P
determination w
ermit, prior to s
be responsible
design the proj
de available to
all times durin
National Pol
shall submit to
roject and on pr
The NOI will b
from the OEPA
be counted for i
rary erosion co
activity is not
place prior to
required will b
w.epa.state.oh.u
om an encumb
ices for the ero
de by an Extra
ct and may not
EET
5402-2911
, APC MANAG
49
0) WORKING
N, THE CONTR
EQUIRED ON
SCHEDULED
) A DESCRIPT
OPY OF THE O
CE, 650 EASTE
OR SHALL FU
SUBMIT THE
MENTAL
ermits:
will be complet
start of constru
for ensuring al
ect to meet the
o the DBT upon
ng construction
lutant Disch
the ODOT Pro
roject work in
be submitted to
A takes 21 days
in the project.
ontrol is the res
permitted prio
the initiation o
be per SS832.
us/dsw/storm/in
ered amount in
osion control ite
a Work Change
be negotiated
GER
DAYS PRIOR
RACTOR SHA
N THE FORM W
D DATES FOR
TION OF THE
OEPA FORM
ERN AVE, PO
URNISH ALL F
E OEPA NOTIF
ted and ODOT
uction, in order
ll special provi
ese requiremen
n completion. A
n activities.
harge Elimi
oject Manager
a timely mann
o the OEPA wi
s and the ODO
ponsibility of t
r to the OEPA
of any earth dis
For informatio
ndex.html. Item
ncluded in the p
ems. Payment
e Order using th
or adjusted for
Page 9
R TO THE STA
ALL PROVID
WILL INCLU
R THE START
E PLANNED D
IS AVAILAB
O BOX 467 – C
FEES, LABOR
FICATION FO
T will issue the
r to perform the
isions and cond
nts to avoid hav
A copy of the p
ination Syst
the total numb
ner. This inform
ithin 10 days af
OT Project Man
the Contractor
permit approv
sturbing activit
on about OEPA
ms used to imp
proposal as a n
ts for erosion c
he specified un
r inflation or cl
ART OF ANY
E A COPY OF
UDE: 1) THE C
T AND COMP
DEMOLITION
BLE FOR INSP
CHILLICOTHE
R, AND MATE
ORM.
applicable Na
e work require
ditions of the p
ving to modify
permit will be
tem (NPDE
ber of acres of
mation will be u
fter this inform
nager has 10 da
even if a SWP
val. For projec
ty. All tempora
A's NPDES per
plement the DB
non-bid referen
control items th
nit prices. The
laimed change
Y DEMOLITIO
F THE COMPL
CONTRACTOR
PLETION OF T
N WORK AND
PECTION AT
E, OHIO 4560
ERIAL NECES
ationwide Perm
d in this Scope
permit are impl
the permit, if p
located at the p
S) permit:
earth disturban
used to develo
mation is receiv
ays to file the N
PPP is not requ
cts that require
ary erosion con
rmit requireme
BT's Erosion C
nce number. Th
hat exceed the
specified unit
d condition.
ON AND/OR
LETED FORM
RS NAME AN
THE BRIDGE
D THE METHO
THE FOLLOW
01
SSARY TO
mit or Regional
e of Services. T
lemented as pla
possible. The p
proposed proje
nce activities fo
p the NOI if
ved from the D
NOI so these 3
uired. Earth
an NOI, the SW
ntrol work and
ents see
Control requirem
he proposal spe
encumbered am
prices are fixe
M TO
ND
OD(S)
WING
The
an
permit
ect
for
DBT.
1
WPPP
d the
ments
ecifies
mount
ed for
The follow
BEST
SPECI
AND
DRAW
ALON
PROP
IMPA
PRAC
SEDIM
ANY
STRU
COMP
ALSO
R10.3
All tempor
become the
specificatio
S10.4
The DBT s
upstream w
Manual an
downstream
100-year e
recommen
structure. I
plain analy
Initial cont
follow-up
The follow
ENDANG
THIS PRO
SODALIS
HABITAT
DEAD TR
BRANCHE
WILL BE
PRIOR TO
BE CAREF
SEPTEMB
UNITED S
OFFICE O
BE CONT
IF SUITAB
CUTTING
THE SUM
PRIOR TO
wing plan note
T MANAGEM
IFICATIONS
MATERIAL S
WINGS" SHAL
NG WITH ADD
PERTIES AND
ACTS SHALL B
CTICES FOR S
MENT CONTR
EXCAVATIO
UCTURES OR
PLETE AND T
O COMPLY W
Removal of T
rary erosion co
e property of th
ons.
tream Cros
shall perform a
water surface e
nd The Bridge D
m, to the greate
vent. The resu
dations shall b
If the proposed
ysis shall be sub
tact with the Fl
coordination w
wing plan note
GERED SPECI
OJECT IS WIT
) AND NORT
T FOR THE IN
REES OR SNA
ES OR CAVIT
PERFORMED
O ANY REHAB
FULLY EXAM
BER 30. IF AN
STATES FISH
OF ENVIRONM
ACTED OR P
BLE TREE HA
G MUST OCCU
MMER MONTH
O CUTTING. N
e is required:
MENT PRACT
SET FORTH I
SPECIFICATIO
LL BE USED
DITIONAL PR
D WETLANDS
BE KEPT TO
SOIL EROSIO
ROL MEASUR
ON, GRADING
UTILITIES. T
THE AREA IS
WITH ODOT'S
Temporary
ontrol items sha
he Contractor a
ssing Investi
a detailed flood
levations durin
Design Manual
er of either one
ults of the detai
e submitted to
d crossing is loc
bmitted concur
lood Plain Adm
with the Flood P
e is required:
IES HABITA
HIN THE RAN
HERN LONG
NDIANA BAT
GS WITH EX
TIES. THEREF
D ONLY AFTE
BILITATION/
MINED FOR T
NY BATS ARE
H AND WILDL
MENTAL SER
PROVIDED W
ABITAT IS ID
UR BETWEEN
HS, A NET SU
NET SURVEY
TICES FOR SO
IN THE MOST
ONS, LOCAT
TO ENSURE
ROTECTIVE M
S FROM CONS
A MINIMUM
N AND SEDIM
RES AS SPEC
G OR FILLING
THEY SHALL
S STABILIZED
"HANDBOOK
Erosion Co
all be removed
and shall be dis
igations (flo
d plain analysis
ng a 100 year s
l and as follow
e bridge openin
iled flood plain
the District fo
cated in a spec
rrently to the lo
ministrator has
Plain Administ
AT-INDIANA B
NGE OF THE
-EARED BAT
AND NORTH
FOLIATING,
FORE, ANY U
ER SEPTEMB
/REMOVAL, T
THE PRESENC
E FOUND ROO
LIFE SERVICE
RVICES AND
WITH INFORM
DENTIFIED W
N OCTOBER
URVEY MUST
YS SHALL INC
Page 10
OIL EROSIO
T CURRENT V
ION AND DE
ADEQUATE
MEASURES T
STRUCTION
M THROUGH T
MENTATION
CIFIED IN THE
G OPERATION
L REMAIN IN
D AS ACCEPT
K FOR SEDIM
ontrol Items
before the pro
sposed of in ac
ood plain an
s for the waterw
storm event. Th
ws : The extent
ng/width upstre
n study, suppor
or review and c
ial flood hazar
ocal flood plain
been performe
trator.
BAT AND NO
FEDERALLY
T (MYOTIS SE
HERN LONG-E
PEELING OR
UNAVOIDABL
BER 30 AND B
THE UNDERS
CE OF BATS,
OSTING ON T
E, ECOLOGIC
ODOT DISTR
MATION.
WITHIN THE P
1 AND MARC
T BE CONDUC
CORPORATE
ON AND SEDI
VERSION OF
ESIGN MANU
EROSION AN
TO AVOID IM
ACTIVITIES.
THE USE OF B
N CONTROL.
E PLAN SHAL
NS AND INST
N PLACE UNT
TED BY THE
MENT AND ER
s
oject is accepte
ccordance with
nalysis)
way crossing to
he analysis sha
of the analysis
eam, or to the
rting hydraulic
comment prior
rd area as defin
n coordinator.
ed. The DBT s
ORTHERN L
Y ENDANGER
EPTENTRION
EARED BAT
R LOOSE BAR
LE CUTTING
BEFORE APRI
SIDE OF THE
, ESPECIALLY
THE UNDERS
CAL SERVICE
RICT 9 ENVIR
PROJECT ARE
CH 31. IF TRE
CTED BETWE
E EITHER TWO
IMENTATIO
F ODOT'S "CO
UAL AND STA
ND SEDIMEN
MPACTS TO A
. EROSION/S
BEST MANAG
ALL SOIL ER
LL BE IN PLA
TALLATION O
TIL CONSTRU
ENGINEER.
ROSION CON
ed. Removed m
h the appropria
o assure that th
all be as per the
s shall be from
limits of the ar
c calculations, a
to construction
ned by FEMA,
shall be respon
ONG-EARED
RED INDIANA
NALIS). THE R
CONSISTS O
RK, SPLIT TR
G OF SUCH TR
IL 1.
E EXISTING B
Y FROM APR
SIDE OF A BR
ES DIVISION,
RONMENTAL
EA AND TREE
EES MUST BE
EEN JUNE 15
O NET SITES
ON CONTROL
ONSTRUCTIO
ANDARD
NT CONTROL,
ADJACENT
SEDIMENTAT
GEMENT
ROSION AND
ACE PRIOR T
OF PROPOSE
UCTION IS
THEY SHALL
NTROL".
materials shall
ate C&MS
here is no incre
e Location & D
m a minimum of
rea inundated b
and
n of the drainag
the detailed fl
sible for all req
D BAT
A BAT (MYO
ROOSTING
OF LIVING OR
RUNKS AND/O
REES OR SNA
BRIDGES SHA
RIL 1 TO
RIDGE, THE
, THE ODOT
L SECTION SH
ES MUST BE
E CUT DURIN
5 AND JULY 3
S PER SQUAR
L
ON
,
TION
D
TO
ED
L
ease in
Design
f 500'
by the
ge
lood
quired
TIS
R
OR
AGS
ALL
HALL
CUT,
NG
31,
RE
KILOMET
USED FOR
THE PROJ
TWO CON
IMPACT T
11 RIG
All necessa
way. High
plans, show
shall not en
plans. Prop
award.
The new p
37 of the O
Revised Co
the establis
The DBT w
DBT will b
request fro
way limits
The Consu
Review Su
Should the
re-evaluate
impacts. O
12 UTI
Utilities Sp
section 153
E12.1
The Distric
Undergrou
and other u
utilities are
AEP Colum
850 Tech C
Gahanna, O
Attn: Paul
(614) 883-
Highland C
P.O. Box 9
Hillsboro,
Attn: Frank
TER OF PROJE
R TWO CONS
JECT LIMITS
NSECUTIVE N
THIS SPECIES
GHT OF W
ary constructio
hland County w
wing these new
nter into negot
perty acquisitio
ermanent right
Ohio Revised A
ode (Regulatio
shment of the n
will stake and f
be responsible
om the property
.
ultant will ident
ubmission.
e Design Build
e to determine
ODOT will then
ILITIES
pecial Provisio
3.64 of the Ohi
Existing Util
ct Utility Coord
und Protection
utility owners t
e located in the
mbus Southern
Center Drive
OH 43230
Paxton
6831
County Water C
940
OH 45133
k Gilletty
ECT AREA W
SECUTIVE NI
WITH EACH
NIGHTS. IF N
S.
WAY (RO
on work for the
will acquire all
w permanent an
iations for purc
ons required fo
t of way lines w
Administrative
on Laws). The “
new permanent
flag the new pe
for the mainten
y owners, withi
tify and show a
Team require
if that work wi
n conduct addit
ons in addition
io Revised Cod
lities:
dinator, in con
Service (OUPS
that are non-me
e area of the pr
n Power
Co
WITH EACH N
IGHTS, OR ON
H NET SITE CO
NO TREE REM
OW)
e project will b
right of way n
nd/or temporary
chase of any pr
or the construct
will be located
Code (Board R
“As Acquired”
t and temporar
ermanent right
nance of said s
in the project l
all right of way
work to be don
ill require addi
tional agency c
n to the Govern
de.
ncurrence with
S) and Oil and
embers of any
oject :
Page 11
NET SITE CON
NE NET SITE
ONTAINING
MOVAL IS PRO
e performed w
necessary for th
y limits are inc
roperty or prop
tion of this proj
by the DBT ba
Rules) governe
” right of way p
ry right of way
t of way in the
stakes and flag
imits, the DBT
y encroachmen
ne outside of th
itional field inv
coordination, if
ning Regulation
the registered U
Gas Producers
utility protecti
Fron
1315
Ports
Attn
(740
(304
High
138 B
P.O.
Hills
Attn:
NTAINING A
E PER KILOM
A MINIMUM
OPOSED, THE
within the new p
he construction
cluded with thi
perty rights ide
ject are under w
ased on require
ed by regulation
plans necessary
y will be includ
field prior to th
gs throughout th
T will stake and
nts on the const
he Environmen
vestigation to d
f necessary, pr
ns listed in sec
Underground U
s Underground
ion services, ha
ntier Communic
5 Albert St.
smouth, Ohio 4
: Joe Wheeler
) 354-0678 or
) 962-8962
hland County E
Bowers Ave.
Box 297
sboro, Ohio 45
: Jerry Miller
MINIMUM O
METER OF STR
M OF TWO NE
E PROJECT IS
permanent and
n of the project
is Bid Package
entified within
way and will b
ements specifi
ns outlined in
y to provide an
ded with this Bi
he start of cons
he duration of
d maintain the
truction plans
ntally Cleared A
document resou
rior to permit ap
ction 8.1 of this
Utility Protecti
d Protection Se
as determined
cations
45662
Engineer
133
OF TWO NETS
REAM WITHI
ETS USED FOR
S NOT LIKEL
d temporary rig
t. Right of way
e. The Contract
the Right of W
be completed b
ed in Chapter 4
Chapter 4733,
n accurate basi
id Package.
struction and th
the project. Up
temporary righ
at the Stage 2
Area, ODOT w
urces and poten
pplication subm
s document and
ion Services- O
ervice (OAGPU
that the follow
S
IN
R
LY TO
ght of
y
tor
Way
by
4733-
Ohio
s for
he
pon
ht of
will
ntial
mittal.
d
Ohio
UPS)
wing
Environme
Plant)
3575 Colum
Lebanon, O
513-934-15
The cost o
G12.2
The DBT s
affected by
shall be the
The follow
utilities im
A
B
C
D
E
F
G12.3
All utility w
must meet
23 CFR 63
and 8200 P
This utility
methods, a
The Utility
requiremen
Existing to
utility relo
design sub
All utility d
ODOT stan
U12.4
Utility con
minimize t
ental Engineeri
mbia Rd.
Ohio 45036
512
of all utility co
General Req
shall be respon
y the project. T
e responsibility
wing list further
mpacted by the p
A. DBT shall c
encountered
with the res
. All effort re
the DBT’s r
Delays). Th
. The Departm
modificatio
respective u
made to the
D. No addition
by the DBT
. The DBT sh
does not int
. All new util
process.
Governing R
work performe
the Federal Hi
35.410. Utility
Procedure for U
y work shall co
as well as any a
y Relocation Pl
nts of the Cont
opography, righ
cation plans, th
mittal requirem
design, relocat
ndards or accep
UTILITY CO
nflicts shall be i
the scope and e
ing Service (EE
ordination wi
quirements:
nsible for coord
The resolution o
y of the DBT.
r describes the
project:
coordinate with
d on the projec
spective utility
equired to reso
risk, regardless
he Department
ment will solel
on and construc
utility owner di
e DBT.
nal compensati
T due to interfe
hall be respons
terfere with oth
lity installation
Regulations
ed by the DBT
ighway Admin
y work shall be
Utility Relocati
omply with the
applicable Dep
lans prepared b
tract Document
ht-of-way, lane
hey shall be su
ments of the Co
tion, modificati
pted industry s
OORDINAT
identified and
extent of utility
ES) (Sewer
ill be bid as a L
dination with th
of any conflicts
assignment of
h the utility ow
ct. The DBT sh
owners and sta
lve utility conf
s of the entity p
is not responsi
ly determine co
ction for each c
irectly as outlin
on will be mad
rence from the
sible for inspec
her proposed co
n requests with
for Utility D
shall be consis
nistration (FHW
in accordance
ions, Adjustme
utility owner’s
partment or LPA
by the DBT for
ts for plan prep
es of travel, and
ubject to review
ontract Docum
ion and constru
standards as ap
TION
located by the
y conflicts and
Page 12
Lump Sum It
he owners of al
s between utili
f responsibilitie
wners and stake
hall also coord
akeholders, inc
flicts shall be in
performing wo
ible for any sch
ompensable rig
conflict. When
ned in Section
de to the DBT f
e utilities or uti
ction of all utili
onstruction act
hin L/A right of
Design and
stent with the D
WA) “Buy Ame
with ODOT’s
ents and Reimb
s specifications
A and/or railro
r the design of
paration and sh
d the location o
w and approval
ments.
uction shall be
pplicable.
DBT. The DB
relocations. T
em.
ll public and p
ity facilities an
es with respect
eholders to reso
dinate the comp
cluding all railr
ncluded in the
ork, except as d
hedule delay ca
ghts related to
n warranted, th
12.3.7. No ad
for delays, inco
ility work.
ity relocation t
tivities, includi
f way shall be
Constructio
Department’s U
erica” policy r
s 8100 Policy f
bursement.
s, standards of
oad permit requ
the utility relo
how, at a minim
of the existing
by the utility o
performed in
BT shall design
The work shall
private/investor
nd the construct
t to various issu
olve all utility
pletion of all ut
roads. (Refer t
DBT’s schedu
described in 12
aused by utility
utility design,
he Department
dditional comp
onveniences, o
to ensure that t
ing relocations
subject to the O
on:
Utility Relocat
equirements of
for Accommod
f practice and c
uirements.
ocation work sh
mum, the follow
utilities. Whe
owner in accor
accordance wi
n the project co
not be designe
r utility facilitie
tion of the proj
ues related to
conflicts
tility relocation
to Railroad Sec
ule and is entire
2.3.4 (Deadline
y-related issue
relocation,
will compensa
ensation will b
or damages sus
the relocation w
s of other utiliti
ODOT permitt
tion Manual an
f 23 USC 313
dation of Utiliti
construction
hall meet
wing informati
en the DBT dev
rdance with the
ith the applicab
onstruction wo
ed to preclude l
es
ject
ns
ction)
ely
es and
s.
ate the
be
stained
work
ies.
ting
nd
and
ies
ion:
velops
e
ble
rk to
legal
occupancy
and schedu
minimize p
Only those
permanent
with the ut
schedule im
The DBT s
The DBT s
and giving
N12.5
According
may affect
(OUPS) an
U12.6
The DBT i
complexity
in advance
generating
the Departm
S12.7
The DBT s
owner for i
utility own
If the DBT
incurred by
If the DBT
the DBT n
agreed to b
Departmen
correct the
fourteen (1
When a uti
ensure that
other utiliti
y of the highwa
uling of these r
potential delay
e utilities affect
relocation or a
tility owners an
mpacts from th
shall perform a
A. Co
pro
ex
B. Ide
C. Pro
en
D. Co
E. Sc
pro
shall be respon
that informati
NOTIFICAT
g to ORC 153.6
t underground u
nd the utility ow
UTILITY CO
is responsible f
y of each utility
e of each of the
meeting minu
ment.
CHEDULIN
shall obtain act
incorporation i
ner’s concurren
T requests an ac
y the utility ow
T prepares a uti
o later than 28
by both parties
nt, in writing, o
design and res
14) calendar da
ility owner pre
t the relocation
ies. This revie
ay right-of-way
relocations with
s and coordina
ted by the proj
adjustment of t
nd pay all costs
hese relocations
all of the follow
onfirm the iden
ovided by the D
isting facilities
entify all utility
ovide all proje
gineering (SUE
oordinate all pr
chedule and con
ocess.
nsible for maint
on available to
TION
64 and at least
utilities, the DB
wners that are n
OORDINAT
for establishing
y’s relocation i
e meetings. Th
utes within two
NG OF UTI
tivity durations
into the DBT’s
nce with the act
cceleration of u
wner. These ac
ility relocation
calendar days
. If a utility ow
of the grounds
submit to the u
ays.
epares a utility
n does not inter
ew shall be com
y by the relocat
h the involved
ate the efficient
ect shall be rel
the utilities for
s associated wi
s or adjustmen
wing:
ntification and
District Utility
s.
y impacts.
ct construction
E) information
roject work and
nduct utility co
taining and upd
o the District U
two (2) days p
BT shall notify
not members o
TION ACT
g a schedule of
issues. The DB
he Department
(2) business d
ILITY REL
s for all utility
s Project Sched
tivity durations
utility relocatio
cceleration cost
plan, the utilit
after its submi
wner rejects an
for rejection an
utility owner fo
relocation [pla
rfere with other
mpleted no late
Page 13
ted utility. Wh
utilities shall b
t relocation of
located or adju
r the DBT’s ben
ith the relocatio
nts.
contact inform
Coordinator to
n documents, o
n, and geotechn
d utility work w
oordination me
dating the utili
Utility Coordina
prior to comme
y the Departme
of the Registere
TIVITIES
f utility coordin
BT shall notify
will participate
days after the m
LOCATION
relocation wor
dule. The DBT
s included in th
on work, the D
ts are NOT elig
ty owner will re
ission to the ut
ny design work
nd suggestions
or review. This
an, the DBT sh
r proposed con
er than fourteen
hen utility reloc
be the responsi
affected utilitie
usted. If the DB
nefit, the DBT
on or adjustme
mation of the ut
o verify the nat
other utility relo
nical informatio
with the affecte
eetings during t
ity coordination
ator.
encing construc
ent, the Registe
ed Utility prote
nation meeting
y the Departme
e as necessary.
meeting and sub
N WORK
rk-related activ
T shall provide
he project sche
DBT shall pay a
gible for reimb
eview and app
tility owner, un
k, the DBT shal
s for correcting
s compliance r
hall review the
nstruction activ
n (14) calendar
cations are nec
ibility of the D
es.
BT desires the
T shall conduct
ent. The DBT
tilities within th
ature, extent an
ocation plans,
on for relocatio
ed utility owne
the project des
n information o
ction operation
ered Utility Pro
ection Service.
gs commensura
ent at least thre
. The DBT is r
bmitting those
vities from the
all documenta
edule.
all related acce
bursement by th
prove/reject the
nless a differen
ll immediately
g the problem.
review is antici
design and/or p
vities, including
r days after its
cessary, coordin
DBT. The DBT
temporary or
all negotiation
shall assume a
he project area
d location of th
subsurface util
on of utilities.
ers.
ign and constru
on a monthly b
ns in an area th
otection Servic
.
ate with the
ee (3) business
responsible for
meeting minut
respective util
ation supportin
leration costs
he Department
e design prepar
nt time period i
notify the
The DBT shal
ipated to take
permit applica
g relocations o
submission to
nation
T shall
ns
all
a as
heir
lity
uction
basis
at
ce
days
r
tes to
lity
ng the
t.
red by
is
ll
tion to
of
the
DBT, unle
written rev
D12.8
The DBT s
Departmen
schedule.
schedule a
Removal N
Obstructio
public road
relocation
The Depar
unless the
or lack of t
C12.9
Once a util
additional
compensat
relocation
relocation
U12.10
The utility
The DBT s
documenta
traffic cont
R12.11
If a utility
the utility r
The Depar
and perform
will work w
If the proje
facilities, t
responsible
C12.12
The DBT s
approved b
interruptio
In the even
premises a
immediate
disruption
work must
until the lo
Where the
ss a different ti
view comments
DEADLINE
shall monitor th
nt when the pro
Upon receipt o
ctivity duration
Notice. The De
n Removal No
d right of way.
delay responsi
rtment will not
DBT is able to
the utility meet
CHANGES T
lity relocation h
relocation of th
tion for One Hu
incurred by the
work.
UTILITY OW
owner may in
shall notify the
ation of all utili
trol, for any uti
REIMBURS
owner notifies
requires an eas
rtment’s Distric
m the Departm
with the utility
ect contains con
he DBT shall w
e for providing
CONTINUIT
shall ensure tha
by the utility ow
ns of service, i
nt of an emerge
as to any emerg
ly notify the ut
and cooperate
t continuously b
ocal fire departm
DBT is respon
ime period is e
s to the Departm
S and DELA
he progress of
ogress of the ac
of sufficient do
ns developed in
epartment will
otice only gove
If a utility is l
ibility is based
be responsible
o provide the D
ting its utility r
TO UTILIT
has begun, the
he utility. If ch
undred (100) p
e utility owner
WNER INS
spect construct
e Department o
ity comments a
ility work insp
SEMENT an
s the DBT that
sement acquisit
ct Utility Coord
ment’s utility re
y if an easemen
nstruction wor
work with the D
g a deposit to c
TY OF UTI
at all utilities re
wner. The DB
including propo
ency involving
gency that the a
tility owner, in
with the said u
be performed u
ment authority
nsible for perfo
expressly agree
ment and the u
AYS
all activities as
ctivity controll
ocumentation c
n Scope Sectio
solely determi
erns the relocat
located within
on the relocati
e for payment o
Department with
relocation sche
TY RELOC
DBT shall not
hanges occur, t
percent of all co
r. The DBT sh
SPECTION
tion of any util
of any such insp
and resolutions
pections perform
nd DEPOSI
it believes any
tion by the Dep
dinator will wo
eimbursement p
nt is needed.
rk to support th
District Utility
over the cost o
ILITY SERV
emain fully op
BT shall obtain
osals for shutd
g utility interrup
accidental brea
n accordance w
utility owner in
until the water
y approves prov
ormance of util
Page 14
ed to by both p
utility owner.
ssociated with
ed by a utility
onfirming that
on 12.3.3, the D
ine if an Obstru
ion process wh
the utility own
ion schedule pr
of delay claims
h sufficient do
edule.
CATION WO
t make any cha
the DBT shall
osts (design an
all provide all
S
lity work perfo
pections. The
s. The DBT sh
med by the util
IT PROCES
y utility relocati
partment, the D
ork with the uti
process. The D
he installation o
y Coordinator to
of that utility in
VICE
perational durin
approvals from
downs and temp
ption, the DBT
akage may crea
with utility com
n the restoratio
service is resto
visions for con
lity relocation w
parties. The DB
utility relocati
owner is not c
t a utility owne
Department wil
uction Remova
hen the utility,
ner’s easement
rovided by the
s associated wi
ocumentation fo
ORK
anges to the pro
absorb the sch
nd construction
documentation
ormed by the D
DBT shall pro
hall provide saf
lity owner.
SSES
tion work is rei
DBT shall imm
ility owner to c
Department’s D
of a private/inv
o determine ho
nstallation supp
ng all phases of
m the applicabl
porary diversio
T shall immedia
ate at or near su
mpany standards
on service. If w
ored. Work ar
ntinued service.
work, the DBT
BT shall compi
ions and promp
consistent with
er has failed to
ll be asked to i
al Notice is to b
in question, is
t, the notice do
utility
ith utility coord
or an Obstructi
oject that woul
hedule impact a
n) associated w
n related to cha
DBT on the util
ovide the Depar
fe access, inclu
imbursable to t
mediately notify
confirm the co
District Real Es
vestor owned u
ow the utility w
port.
f the project, e
le utility owner
ons of affected
ately alert the o
uch premises.
s, and the Depa
water service is
round fire hydr
.
T shall”
ile and provide
ptly notify the
the project
perform within
issue an Obstru
be issued. An
located within
es not apply an
dination/reloca
ion Removal N
ld necessitate a
and provide ful
with the addition
anges in utility
lity owner’s fac
rtment with wr
uding any nece
that utility own
y the Departme
ompensable pos
state Administr
utility company
will be made
xcept as specif
rs for all neces
d utilities.
occupants of n
The DBT will
artment of the
s interrupted, re
rants will not b
e
n the
uction
n the
nd the
ation,
Notice
an
ll
nal
y
cility.
ritten
essary
ner or
ent.
sition
rator
y’s
fically
ssary
nearby
l
epair
egin
E12.13
Existing un
abandoned
in their ent
U12.14
The DBT i
depth.
O12.15
The DBT i
elevation o
U12.16
Additional
verify and
design and
P12.17
The DBT s
and constru
The DBT s
those being
project sha
operations
with the ut
Documents
U12.18
The DBT s
Departmen
A. M
wo
B. Ke
ow
wo
C. Co
D. Ke
the
lea
EXISTING U
nderground uti
d to ground (ab
tirety.
UNDERGRO
is responsible f
OVERHEAD
is responsible f
of lines and all
UTILITY CO
l unknown utili
document all u
d construction w
PROTECTIO
shall take all ne
uction with uti
shall perform w
g served by the
all be properly
. If the DBT e
tility, but shall
s, to coordinate
UTILITY RE
shall coordinat
nt.
Maintain service
ork.
eep the utility o
wner with regar
ork.
oordinate any c
eep the utility o
e utility owner
ast interruption
UTILITY L
ilities to be aba
andoned in pla
OUND UTIL
for verifying th
D UTILITIE
for verifying th
above ground
ONFLICTS
ities may be pr
utility conflicts
work.
ON OF UTI
ecessary precau
lity adjustment
work in a mann
e utility. Existi
protected by th
encounters a pr
take the prope
e the adjustmen
ELOCATIO
te and resolve a
e continuity to
owner fully inf
rd the DBT’s d
changes with th
owner involved
is able to prov
ns practicable.
LOCATION
andoned, includ
ace). Utility po
LITIES
he actual locati
ES
he actual locati
utility facilitie
S
resent that may
s and potential
ILITIES
utions to preve
ts.
ner that will cau
ing, adjusted o
he DBT to prev
eviously unkno
er precautions t
nt of that facili
ONS
all utility confl
Page 15
the extent prac
formed of sche
design, construc
he utility owne
d in making de
vide uninterrup
NS
ding service co
oles and other a
ion of all under
ion of all overh
es.
y or may not co
utility conflict
ent disturbance
use the least re
or new utilities
vent disturbanc
own utility tha
to protect the u
ity.
licts with the af
cticable while p
edules, includin
ction and inspe
er.
ecisions that aff
pted service to i
onnections, mu
above ground u
rground utilitie
head utilities in
onflict with the
ts encountered
e to utility facil
easonable incon
that are to rem
ce or damage r
at requires adju
utility or take ap
ffected utility o
performing the
ng coordinating
ection of the ut
ffect the utility
its customers,
ust be disconne
utility facilities
es including typ
ncluding type, n
e project. The
during the per
lities and coord
nvenience to th
main within the
resulting from p
ustment, the DB
ppropriate acti
owner at no ad
e utility relocat
g with the utilit
tility relocation
owner’s facilit
or be subject to
ected and remo
s shall be remo
pe, number and
number, and
DBT shall iden
rformance of b
dinate project d
he utility owne
right-of-way o
project constru
BT shall not int
ions, per Contr
dditional cost to
tion
ty
n
ties so
o the
ved or
oved
d
ntify,
oth
design
er and
of the
uction
terfere
ract
o the
U12.19The cost of
owner and
betterment
procedures
S12.20
If marked y
undergroun
DBT will
13 DE
OF
Maintenan
this docum
G13.1
All tempor
Hardware r
M13.2
M
M
M
R
R
A13.3
The detour
overlap bet
P
H
UTILITY BEf any ineligible
not the DBT.
t or ineligibility
s shall follow th
ubsurface U
yes, the DBT w
nd utilities prio
l have the SUE
SIGN AN
TRAFFIC
nce of Traffic (M
ment:
General:
rary MOT devi
report.
MOT Restric
Minimum numb
Minimum lane w
Maximum durat
Restrictions on l
Restriction relat
Additional D
r routes for the
tween projects
Project:
HIG-T0144-01
This item w
Manual of U
latest revisi
The 90 days
closures of
Closure of t
The DBT w
eighteen (18
The DBT sh
ETTERMEe, unnecessary
Determination
y costs shall be
he Department
Utilities Eng
will use a state
or to the begin
E perform the fo
D CONST
C (MOT)
MOT) Special
ices will compl
ctions
ber of lanes in e
width: N/A
tion (calendar d
lane closures d
ted to hospitals
Description o
project are list
.
Detou
1.50 TR 14
TR 9
will consist of m
Uniform Traffi
on, the specific
s represents the
smaller duratio
the roadway w
will inform the
8) business day
hall maintain a
ENTS or betterment
n of eligibility
e made by the a
t’s Utilities Re
gineering (S
approved subs
nning of any d
following Quali
TRUCTIO
Provisions in a
ly with the Nat
each direction
days) of detour
during special e
s, fire and polic
of Required
ted below. Th
ur Route:
44 (Fenwick R
5 (Stivers Rd /
maintenance of
ic Control Dev
cations and the
e maximum co
on. The contra
will not be perm
Department, H
ys prior to the b
access to all adj
Page 16
to the utility fa
shall be coordi
appropriate util
location Manu
SUE): Y
surface utilities
design work an
ity Levels:
ON REQU
addition to the
tional Coopera
to remain open
r: 90 days
events (sports e
ce, schools, etc
d Work and
e Contractor is
Rd) / SR 321 / T
/ TR 144 (Fenw
f traffic on exis
vices for Streets
e following:
onsecutive clos
actor is restricte
mitted prior to a
Highland Count
beginning of w
jacent drivewa
acility will be t
inated through
lity owner thro
ual.
Yes No
s engineering l
nd will incorpo
B
UIREMEN
e Governing Re
ative Highway
n during constr
events, fairs, co
c. N/A
d Special Pro
s to schedule al
TR 61 (Wildca
wick Rd)
sting roadways
s and Highway
sure days and c
ed to one closu
approval of the
ty, Emergency
work and/or roa
ays, within the
the responsibil
h the Departmen
ough the Depar
location servic
orate the result
NTS: MAI
egulations liste
Research Prog
ruction: N/A
oncerts, etc.)
ovisions:
ll work so that
at Road) / US 6
s in accordance
ys (OMUTCD)
cannot be split
ure per project
e Final plans.
y Services and
ad closure.
project area, a
lity of the utilit
nt. Payment fo
rtment. Betterm
e to field verify
ts in the design
INTENAN
ed in section 8.
gram (NCHRP)
A
N/A
t there is no det
62 /
e with the Ohio
), current editio
up into multip
site.
School Distric
at all times.
ty
for
ment
fy all
n.
NCE
1 of
) 350
tour
o
on,
ple
ts
14 DES
DES
Location &
document:
S14.1
A. ODOT
The Depar
1. C
2. B
3. A
ou
4. C
5. V
B. Survey
All survey
Reduced p
include: po
available o
Monument
kind, by a
Profession
monument
All control
should reta
The DBT w
1.
2.
3.
4.
5.
6.
The contrac
supports an
Payment fo
Constructio
the Lump S
equipment,
SIGN AND
SIGN
& Design Spec
urvey
T Survey Resp
rtment survey c
enterline contr
eginning and e
At least two ben
ut)
ritical points su
Vertical clearan
y Responsibilit
data will be su
oint data, in co
oint number, x
on the ODOT C
tation will not
Registered Sur
al Engineers an
tation changes
l points, provid
ain the original
will provide th
. Copies of a
a. Date
b. Crew m
c. Weathe
d. Instrum
e. Raw ob
f. Other n
. Copies of a
project inclu
. Listing of a
. Listing of a
ties for reco
. All monum
. Short report
(State of Oh
all associate
ctor will furnish
nd furnish and m
r all items requ
on and Material
Sum payment fo
fuels, lubricati
D CONST
cial Provisions
ponsibilities:
crews have pro
rol and bench m
ending centerlin
nch marks for t
uch as P.C., P.
ces for the ove
ties:
ubmitted using
omma delimite
coordinate, y c
CADD web site
be disturbed. I
rveyor, with a c
nd Surveyors.
will be forwar
ded by ODOT,
l point number
e following ite
ll field notes (w
members
er conditions, i
ment(s) used (S
bservation field
notes as needed
ll Deeds, Plats
uding summar
all found monu
all monumentat
overy.
mentation will b
t indicating adj
hio). The Regi
ed adjustments
h, erect, mainta
maintain all fla
uired by the OM
l Specification
for Item 614, M
ing oils, softwa
TRUCTIO
s in addition to
ovided the nece
marks
ne points for th
the project (the
I., P.T., T.S., C
erhead structure
g ODOT’s stand
d ASCII text f
coordinate, ele
e.
If the Contracto
current registra
Costs associat
ded to the Dist
will be includ
s and coordina
ems prior to fin
written or elect
including temp
Serial Number)
d data
d
, Maps and oth
ies of all parol
mentation (Ho
tion set as part
be located utiliz
justment factor
istered Surveyo
s used.
Page 17
ain and subseq
aggers, watcher
MUTCD, the S
ns, the proposal
Maintaining Tra
are, hardware a
ON REQUI
o the Governing
essary survey re
he project
e datum used w
C.S.
es, to serve as
dard field code
format, will be
evation and poi
or does disturb
ation, recogniz
ted for this item
trict Real Estat
ed in the ASCI
ate values as as
nal acceptance
tronic) which w
perature, barom
her written evid
e evidence acq
orizontal and V
of the project
zing NAD 83 (
rs and methods
or (State of Oh
quently remove
rs and incident
Standard Const
l and this scope
affic and will in
and incidentals
IREMEN
g Regulations
equirements, li
was that by whi
a check for the
es and GEOPA
provided for a
int ID. Custom
b the monumen
zed by the Ohio
m will be borne
te Administrato
II file supplied
ssigned by ODO
of the Record-
will include the
metric pressure,
dence used to e
quired as a part
Vertical).
(Horizontal an
(Horizontal Da
s, signed and c
hio) will includ
e all flags, barr
tals related the
truction Drawi
e of services w
nclude all labo
s to perform th
NTS: LOCA
listed in sectio
isted below:
ich the project
e existing verti
AK’s standard m
all surveyed po
mized GEOPAK
ntation, then it w
o State Board o
e by the Contra
or.
d by the DBT to
OT.
-Drawing plans
e following inf
, etc.
establish point
t of the survey
nd Vertical) inc
ata), NAVD 88
certified by a R
de in the report
ricades, signs, s
reto.
ings, the
will be included
or, materials,
he required wor
ATION &
on 8.1 of this
was originally
ical clearances
mapping codes
oints. This data
K information i
will be replace
of Registration
actor. Copies
o ODOT. They
s:
formation:
s related to the
operation.
cluding referen
(Vertical Data
Registered Surv
t the datum use
sign
d in
rk.
&
y laid
s.
a will
is
ed, in-
n for
of all
y
e
nce
a).
veyor
ed and
V14.2
Th
to
on
H
ad
Th
A
pe
W
Sh
hy
de
ye
th
ap
P14.3
R
30
C
15
R14.4
H
th
W
G
Tr
A
fo
w
W
B
re
If
co
G
an
Vertical and
he horizontal a
o set up the lim
n these limits a
Horizontal align
djustments to th
he vertical alig
Any modificatio
erformed with
Work limits sho
hould the DBT
ydraulic openin
emonstrating th
ear storm even
he ODOT BDM
pproval.
Pavement:
Removed pavem
01 Bituminous
ourse, 407 Tac
5’-0” min App
Roadway:
Horizontal adjus
he DBT must b
Width: Paveme
Graded Shoulde
reated Shoulde
A minimum of t
orward ends of
will be required
Where Type TS
ridge Termina
equired Length
f required, Typ
orner of the pro
Guardrail face to
ny guardrail tra
Horizontal
and vertical alig
mits of disturban
and shall not be
nment shall be
he horizontal a
gnment shown
ons by the DBT
the following r
own will not be
T choose to rev
ng remains unc
he proposed re
nt. Should addi
M as well as the
ment and widen
s Aggregate Ba
ck Coat for Inte
roach Slabs ar
stments to the p
be approved by
ent 22’-0”
er: NO
er: NO
twenty five (25
f the structure a
in all areas wh
ST bridge rail
l Assembly, m
h of Need.
e T Anchor As
oject.
o face dimensi
ansitions will b
l Alignment
gnments shown
nce for the prop
e exceeded dur
maintained as
alignments prop
in the prelimin
T to the existin
restrictions:
e exceeded.
vise the existing
changed or they
evision does no
itional hydraul
e Location and
ning typical sha
ase, 407 Tack C
ermediate Cou
e required.
proposed align
the Engineer.
5) feet of full d
adjacent to the
here profile adj
l is used, guar
minimum of 12.
ssemblies will
on shall be, at
begin at the end
Page 18
t:
n in the attache
posed improve
ring the design
close to the pr
posed must be
nary plan has b
ng alignment sh
g profile they s
y shall provide
ot increase the u
ic calculations
d Design Manu
all consist of 6
Coat, 1.75” of 4
urse and 1.25” o
nment are not a
depth pavement
approach slab.
justment is in e
rdrail will be p
5-feet of MGS
be used in lieu
a minimum, th
d of the Bridge
ed preliminary
ements. Enviro
n/build phase of
reliminary cond
e approved by t
been set to allow
hown in the att
shall provide d
e additional hy
upstream wate
s be completed
ual and shall be
6” of 304 Aggr
448 Type 2 As
of 448 Type 1
anticipated. An
t replacement w
. Additionally
excess of six in
provided as fo
S and Anchor A
u of Type E An
he travelled wa
e Terminal Ass
y plans (Attach
onmental comm
f the project.
ditions as poss
the Engineer.
w for multiple
tached prelimin
documentation
ydraulics calcul
er surface eleva
they shall be i
e submitted to t
regate Base, 40
sphalt Concrete
Asphalt Concr
ny adjustments
will be perform
y, full depth pav
nches.
ollows:
Assembly Type
nchor Assembli
ay width plus 4
semblies.
ment B) were u
mitments are ba
ible. Any
bridge alterna
nary plans shal
that the propos
lations
ations during a
in accordance w
the Engineer fo
08 Prime Coat,
e Intermediate
rete Surface Co
s recommended
med on the rear
vement replace
e E to provide
ies at the south
4-feet on each s
used
ased
ates.
ll be
sed
100
with
or
, 4”
ourse.
d by
r and
ement
the
heast
side;
In
pu
D14.5
R
th
of
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re
W
th
D14.6
Previously
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accordance
The Consu
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In14.7
N
L14.8
D
F14.9
A
ow
A14.10
A
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15 DES
H15.1
Th
be
Th
w
E15.2
Bridge N
n all other cas
ublication “Gu
Drainage:
Roadside draina
he proposed str
f ditches with b
ractices (BMP)
Any adjustment
equirements of
Where existing
he new structur
Design Excep
y approved Des
mitigation of th
e with the OMU
ultant will advi
t will prepare a
nterchange
N/A
Landscape:
Disturbed areas
Fencing:
Any fence remo
wner.
Additional D
Any slopes steep
upplemental Sp
SIGN AND
Hydraulics:
he hydraulic op
eam elevation
he DBT will p
water surface el
Existing Stru
No.: HIG-T0
es, guardrail w
uidelines for Ge
Yes
age shall be ma
ructure. Roads
buried conduit
) according to
s to the existin
f the Location a
Storm outlet pi
re abutment wa
ptions:
sign Exception
he above Desig
UTCD and TE
se of any futur
all future design
Modificatio
Yes
shall be seeded
Yes N
oved or damage
Description o
per than 2:1 sh
pecification 86
D CONST
pening for the
of 952.2± (this
erform a hydra
evations during
uctures Iden
0144-0150
will be required
eometric Desig
No
aintained as exi
side ditches out
may be consid
Location and D
ng drainage sys
and Design Ma
ipes exit throug
alls.
ns: Degree o
gn Exception sh
EM, current edi
re design featur
n exceptions an
on/Justificat
No
d and mulched
No
ed during const
of Required
hall be reinforc
63. Slopes shal
TRUCTIO
structure will r
s elevation shal
aulic analysis t
g a 100 year st
ntification:
Over:
Page 19
d per ODOT L&
gn of Very Low
isting or adjust
tletting to exist
dered. Post-con
Design Manual
stem or installa
anual.
gh the existing
f Curve, K Val
hall include red
itions.
res that does no
nd submit to O
tions Studie
d per ODOT Ite
truction will be
d Work and
ed type soil slo
ll be no steeper
ON REQUI
remain the sam
ll be field verif
o assure that th
torm event. Se
Plum Run
&D Manual Vo
w-Volume Loc
ted accordingly
ting streams ar
nstruction stor
l are to be inve
ation of new dr
g abutment wal
lues, Stopping
duced Stopping
ot meet the min
ODOT for appr
es:
em 659.
e replaced in k
d Special Pro
opes using a ge
er than 1:1.
IREMEN
me and will be
fied by the DB
here is no incre
ee Section 10.4
olume 1 or the
cal Roads”
y to meet an al
re preferred, ho
rm water Best M
estigated and in
rainage structur
lls, they will be
Sight Dist. &
g Sight Distan
nimum design
roval.
kind and to the
ovisions
eogrid material
NTS: STRU
based on the e
BT).
ease in upstrea
4 for additional
Struct
File
AASHTO
ltered profile an
owever replace
Management
nstalled if requ
res will meet th
e incorporated
Superelevation
ce signage in
criteria. The
satisfaction of
l and per ODO
UCTURES
existing bottom
am and downstr
l information.
ture
No.: 363368
nd/or
ement
uired.
he
into
n Rate
f the
OT
S
m of
ream
83
D15.3th
Existing S
L
W
D
Ty
Sp
D
Alignmen
A
Pr
A
pe
Transvers
R
R
Fe
Si
All Shop D
The Depar
investigatio
information
Additiona
A. R
B. C
C. Th
D. Th
w
E. Th
st
F. Pr
pr
G. Su
Design and Che Governing R
Structure Data
ength:
Width o/o:
Design Loading
ype:
pans:
Date Built:
nt & Profile:
Alignment:
rofile:
A preliminary p
ertinent inform
se Sections:
Roadway Width
Railing: Type
ence:
idewalks:
Drawings will
rtment will not
on has been pe
n shall be the r
al Description
Remove existing
onstruct new s
a. New st
b. Multi-c
he superstructu
he new superst
wearing surface
he hydraulic op
teel stringer ele
rior to construc
roposed bridge
uperstructure
a. The sup
i.
ii.
iii.
ConstructioRegulations list
a:
Overall L
22.0’ ±
g: HS15
Single sp
1
1983
Existing
Existing
lan showing ap
mation has been
h: 28’-0” Fac
e: TST-1-99
Yes
Yes
comply with I
provide a foun
erformed and th
responsibility o
of Required W
g superstructur
substructures an
tructure will be
cell/span or Mu
ure shall have a
tructure shall b
of 60 pounds p
pening for the
evation of 952.
ction the DBT
e in accordance
perstructure sh
Prestressed C
specification
Steel Rolled
Slab Bridges
n Requiremted in section 8
Length 32’±
pan steel beam
Relocate
Relocate
pproximate wo
n included in A
ce to Face of R
No Heig
No Widt
Item 501.
ndation recomm
he report is inc
of the DBT and
Work and Spe
re and the subs
nd superstructu
e a single span
ulti-barrel culv
a 28’-0” clear r
be designed for
per square foo
structure will r
2± (this elevat
Consultant sha
e with the requi
hall consist of t
Concrete I-Bea
ns
d Beams
s
Page 20
ments of Stru8.1 of this docu
bridge on con
ed B
ed F
B
ork limits as we
Attachment B.
Railings
ht/Configuratio
th:
mendation, how
cluded in Attac
d considered in
ecial Provision
structures in ac
ures with the fo
verts or pipes ar
roadway width
r AASHTO LR
t (psf).
remain the sam
tion shall be fie
all provide a co
irements of sec
the following:
ams or Box Be
ucture: HIGument:
ncrete abutment
By ODOT
Feathered (Adju
By ODOT
ell as prelimina
Height:
on:
wever prelimin
chment C. Not
ncidental to thi
ns:
cordance with
following span
re not permitte
h, face to face o
RFD HL-93 Br
me and will be
eld verified by
ompleted (Seal
ction 900 of th
eams meeting A
G-T0144-01
t
By DBT (
ustment)
By DBT (
ary vertical alig
nary soil boring
te: collection o
is design effort
ODOT CMS. arrangement c
ed.
of rail.
ridge live loadi
based on the e
the DBT).
led) load rating
he ODOT BDM
AASHTO and
150, in addition
(Final)
(Final)
gnment and oth
gs and a subsur
f additional so
t.
criteria:
ing and future
existing bottom
g report for the
M.
ODOT
n to
her
rface
oils
m of
e
H. Su
I. A
D
J. Ty
w
re
K. A
re
A
to
N15.4
N
16 DES
CO
P16.1R
A
B
C
iv.
b. Deckin
compo
side dra
i.
ii.
c. Stay-in
d. Alterna
A123.
galvani
e. Bridge
Drawin
Assemb
92 shal
ubstructure
a. Abutm
b. All sub
c. All rein
d. All brid
e. Wingw
These w
f. Founda
i.
ii.
All exposed con
Design Manual.
ype B rock cha
width of the righ
emain in place,
An inorganic co
ecommendation
Amber Street, P
o the Highland
Noise Barrie
Not Applicable
SIGN AND
NTROL
Pavement MRegulations liste
A. Pavement M
Existing pav
. Raised Pave
. Delineators
Single span
ng for Prestress
site reinforced
ainage.
Prestressed C
deck in acco
Wood decks
n-place forms w
ates using struc
If shear stud m
izing. Addition
railing shall b
ng TST-1-99. A
blies installed.
ll be used with
ments shall be S
bstructure units
nforcing steel i
dge alternates s
walls will be co
walls will be p
ation type and
Spread footi
Integral or In
Where preca
be used if w
footings will
ncrete surfaces
annel protectio
ht-of-way from
place Type B
opolymer water
ns. Furnish the
Philadelphia, PA
County Engin
er
D CONST
Markings anded in section 8
Markings:
vement markin
ement Marker:
s: Yes
precast 3 or 4
sed Concrete I-
concrete havin
Concrete Box B
ordance with th
s with waterpro
will NOT be al
ctural steel will
mechanical con
nal galvanizing
e Twin Steel T
All 4 corners o
Stainless steel
TST-1-99 rail
emi-Integral o
s shall be reinfo
in the substruct
shall use elasto
onstructed as re
recast concrete
size is to be de
ings not socket
ntegral abutme
ast 3 or 4 sided
arranted by soi
l be armored w
shall be non-e
on with filter fa
m the normal w
RCP from end
rproofing admi
e admixture fro
A 19134, or by
eer.
TRUCTIO
d Delineator.1 of this docum
Yes No
ngs will be repl
: Yes
No
Page 21
sided concrete
-Beam, Steel R
ng a minimum
Beams alternat
he details show
oofing and asph
lowed.
l be hot dip gal
nnectors are sp
g requirements
Tube Rail (TST
of the bridge w
l drip strip in a
ing where requ
r Integral type
orced concrete
ture shall be ep
omeric bearing
equired to perfo
e or cast-in-pla
etermined by th
ted 3-inches int
ents are propos
d concrete struc
ils. When used
with Type A Ro
poxy sealed in
abric shall be in
water edge to th
d of existing ab
ixture shall be
om the followin
y manufacturer
ON REQUI
rs Special Pment:
laced per Item
No
Location:
Loca
Location:
structures
Rolled Beam, o
m slope of 3/16
te shall have a
wn in ODOT St
halt wearing su
lvanized. Galv
ecified, they sh
s are included i
T-1-99) in acco
will have Type
accordance with
uired.
e.
poxy coated.
gs at the substru
orm all work w
ace reinforced c
he DBT.
to rock will NO
sed.
ctures are used
d, the spread fo
ock Channel Pr
n accordance w
nstalled to appr
he abutment fac
butment walls t
added to the co
ng manufacture
r that can furnis
IREMEN
Provisions, i
642
Match existin
lines
ation:
or Slab Bridge a
inch per foot t
reinforced com
tandard Drawin
urfaces are NO
vanizing shall c
hall be installe
in Attachment
ordance with O
1 MGS Bridge
h ODOT Stand
ucture units.
within the exist
concrete type.
OT be permitte
d, spread footin
ootings, includi
rotection.
with the ODOT
roximately a 2
ces. Where exi
to the right of w
oncrete as per
er: IPA System
sh an admixtur
NTS: TRAF
in addition to th
ng centerline a
alternates shall
o allow for ove
mposite concre
ng PSBD-2-07
OT allowed.
comply with A
d prior to
G.
ODOT Standard
e Terminal
dard Drawing D
ting Right of W
ed where Semi
ngs, not on rock
ing wingwall
C&MS and B
:1 slope for the
sting abutment
way limits.
the manufactu
ms, Inc., 2745 N
re that is accep
FFIC
he Governing
and edge of lan
l be
er the
ete
.
ASTM
d
DS-1-
Way.
-
k, may
ridge
e full
ts
urer’s
North
ptable
ne
D
E
S16.2do
U
th
L16.3do
U
th
T16.4th
N
In16.5
N
17 PRO
Constructio
18 PLA
P18.1
All plans s
A. R
Th
in
B. B
C. C
D. L
Th
All flexible
design stand
and any und
D. Barrier Ref
All barrier r
walls, retain
reflectors sh
. Object Mar
All object m
igning Specocument:
Unless noted oth
he work require
Lighting Speocument:
Unless noted oth
he work require
Traffic Signahis document:
Not Applicable
ntelligent T
Not Applicable
OJECT SC
on and Materia
AN SUBM
Plan Compo
submitted by th
Real Estate Poli
he DBT will al
ncluding underg
ridge Design M
ADD Standard
ocation and De
he following s
1302.1
1307.2
1307.3
1307.4
1310.3
delineators sh
dards. Confirm
derground utili
flectors: Y
reflectors shall
ning walls and
hall be installed
rkers: Yes
markers will co
cial Provisio
herwise, all sig
ed and is to be
ecial Provisi
herwise, all lig
ed and is to be
als Special P
ransportati
CHEDUL
als Specificatio
MITTALS
nents:
he DBT will be
cies and Proce
lso identify all
ground utilities
Manual.
ds Manual
esign Manual,
ections of the L
3 Plan
Gen
Sub
Qua
Ear
hall conform to
mation that no c
ities shall be m
Yes No
l confirm to Ite
guardrail, in a
d on the side o
No
onform to Item
ons, in addition
gning on this pr
re-erected onc
ions, in additi
ghting on this p
re-erected onc
Provisions, i
ion Systems
LE REQUI
on 108.03 will
AND REV
e in conforman
edures Manual
topographic fe
s.
Volume 3:
Location and D
n Signatures
neral summary
bsummaries
antity Calculat
rthwork and Se
Page 22
Item 620 and
conflicts exist b
made prior to th
em 626 and sha
accordance with
of the blockout
630, Sign, Fla
n to the Govern
roject is only to
ce work is comp
ion to the Gove
project is only t
ce work is comp
in addition to t
s (ITS)
IREMENT
be met or exce
VIEW RE
ce with the fol
Section 3100.
eatures within
Design Manual
y sheet
tions
eeding Quantiti
Location:
shall be placed
between the pr
he installation o
all be placed on
h current desig
away from tra
at Sheet Sign
rning Regulatio
o be removed a
mplete.
erning Regulat
to be removed
mplete.
the Governing
TS
eeded.
EQUIREM
llowing ODOT
the existing an
l, Volume 3 are
ies
d in accordanc
roposed locatio
of the delineato
n bridge parape
gn standards. G
affic.
ons listed in sec
and stored if n
tions listed in s
and stored if n
Regulations li
MENTS
T manuals:
nd proposed Ri
e NOT require
e with current
ons of delineato
ors.
ets, concrete b
Guardrail block
ction 8.1 of thi
necessary to per
section 8.1 of th
necessary to pe
sted in Section
ight-Of-Way li
ed:
ors
arrier
kout
is
rform
his
erform
n 8.1of
imits,
Units of m
Simplified
Q18.2
The DBT w
Regulation
The DBT w
constructio
Unless stat
request for
In the even
preclude a
document,
plan. No t
or issue rev
In the even
scope of th
receipt of t
concerning
S18.3
Not Applic
M18.4
Not Applic
S18.5
For each B
Volume 3
Each Plan
The Depar
Holidays, S
Day and N
required Pr
Following
NOTED’ o
DBT will c
supporting
Plan Revie
below or T
ODOT
ODOT
ODOT
measure are NO
plans (section
Quality Cont
will be respons
ns listed in sect
will immediate
on manuals and
ted otherwise, r
r changes beyo
nt the Departm
meaningful re
the Departmen
ime extension
view comment
nt the DBT beli
he agreed work
the comments o
g the reasons w
tage 1 Plan
cable
Major Desig
cable
tage 2 Plan
Buildable Unit t
for review by O
Sheet will be c
rtment will hav
Saturdays, Sun
New Year’s Day
rogress Schedu
the review the
or ‘NOT ACCE
correct errors, i
g documents pr
ew Distribution
TIFF Images, a
T District LPA
T District Cons
T Central Offic
OT required.
n 1301.2) are N
trol:
sible for the pro
tion 8.1 of this
ely notify the D
d the Conceptu
review comme
nd the current
ent determines
view, or does n
nt will advise t
will be granted
ts as appropriat
ieves that any r
k, the DBT will
or orders, prov
why the DBT be
Review Sub
n Decision:
Review Sub
the Consultant
ODOT. All su
clearly marked
ve ten (10) Wor
ndays, Friday a
y) from receipt
ule.
e Department w
EPTED’ as des
incorporate ch
ior to submittin
n Table: The D
s noted below,
A
struction
ce of Local Pro
NOT allowed, e
ofessional qual
document, for
Department of a
ual Documents.
ents do not revi
contracted Sco
s that any requi
not adhere to th
the DBT of the
d as a result of
te.
review comme
l first contact th
vide written not
elieves the sco
bmission:
bmission:
t will submit St
ubmissions mus
d “Stage 2 – No
rk Days (the fo
after Thanksgiv
t to review com
will return to th
scribed in secti
anges, perform
ng construction
DBT will suppl
simultaneousl
ograms
Page 23
except as noted
lity, technical a
r all plan submi
any apparent d
.
ise the scope o
ope of Services
ired submission
he Governing R
e shortcomings
f such action. T
ent, or orders is
he Department
tice to the Dist
pe has been ch
tage 2 detailed
st be shown on
ot for Construc
ollowing are ex
ving Day, day b
mplete submiss
he DBT marked
ion 105.02 of th
m investigations
n plans.
ly the number o
ly to the parties
TIFF Imag
TIFF Imag
TIFF Imag
d in other sectio
accuracy and a
ittals required
discrepancy bet
or intent of the
s
n is incomplete
Regulations lis
s and direct the
The Departmen
ssued by the D
t for clarificatio
trict Project Ma
hanged.
d design plans a
n the required P
ction”.
xcluded as Wor
before Christm
sions. This revi
d plans noted ‘
he Constructio
s and make rel
of half size (11
s indicated bel
Number o
ges on Electron
ges on Electron
ges on Electron
ons of the Scop
adherence to th
under this con
tween the vario
project and do
e, contains ina
sted in section
e DBT to revise
nt will schedul
Department, req
on and will, w
anager and Pro
as per Location
Progress Sched
rk Days: State
mas Day, days b
iew time must
ACCEPTED’,
on and Materia
lated changes t
1" x 17") paper
low.
of half size Sets
nic Media [i.e.
nic Media [i.e.
nic Media [i.e.
pe of Services.
he Governing
ntract.
ous design and
o not constitute
ccuracies whic
8.1 of this
e and resubmit
le a review mee
quire a change
ithin 10 days o
oject Engineer
n & Design Ma
dule.
Holidays, Fed
between Christ
be shown on th
, ‘ACCEPTED
l Specification
to the plans and
r prints as indic
s
CD, DVD, etc
CD, DVD, etc
CD, DVD, etc
.
d
a
ch
the
eting
to the
of
anual,
deral
tmas
he
D AS
ns. The
d
cated
c]
c]
c]
ODOT
Highla
Each a
C18.6
After the re
the design
resolved in
Each plan
The ‘Appr
Physical co
on the Plan
the plan di
Plans Distr
TIFF Imag
ODO
ODO
ODO
ODO
ODO
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High
Each
P18.7
Ohio Depa
650 Easter
Chillicothe
Attn: Matt
Dan B
Ohio Depa
Office of L
1980 West
Columbus,
Attn: Andr
Jeff P
Ohio Depa
Structural E
1980 West
Columbus,
Attn: Tim
Highland C
138 Bower
P.O. Box 2
Hillsboro,
Attn: P. D
T Central Offic
and County En
affected utility
Construction
eview commen
documentation
n writing by the
sheet will have
roved For Con
onstruction wil
n Distribution T
stribution is no
ribution Table
ges, as noted be
OT - District 9 P
OT - District 9 C
OT Central Offi
OT Central Offi
OT Central Offi
ral Highway A
OT Central Offi
land County E
affected utility
Plan Distribu
artment of Tran
rn Avenue, P.O
e, Ohio 45601
Hauck, Projec
Beasley, Const
artment of Tran
Local Programs
t Broad Street
, Ohio 43223
rea Stevenson,
Peyton, Local P
artment of Tran
Engineering
t Broad Street
, Ohio 43223
Keller, Admin
County Engine
rs Ave.
297
Ohio 45133
Dean Otworth P
ce of Structura
ngineer
y company
n Plans:
nts for the Stag
n, the DBT wil
e DBT to the s
e its last revise
nstruction’ pla
ll not begin unt
Table below. N
ot completed an
: The DBT wil
elow, of the eac
Project Manag
Construction
ice of Local Pr
ice, Division o
ice of Structura
Administration
ice, Division o
Engineer
y
ution Addre
nsportation, Di
O. Box 467
ct Manager
truction Admin
nsportation Cen
s
Administrator
Projects Coord
nsportation Cen
nistrator
eer
P.E., P.S. (Coun
l Engineering
ge 2 review sub
ll prepare plan
atisfaction of t
d date noted on
an set shall be
til the plans ma
No time extens
nd project dela
ll supply full si
ch plan submis
ger
rograms
f Construction
al Engineering
f Environment
esses:
strict 9
n.
ntral Office
r
dinator
ntral Office of
nty Engineer)
Page 24
TIFF Imag
TIFF Imag
bmission have b
sets for use du
the Department
n the sheet and
e signed, dated
arked ‘Approv
sions will be ap
ays occur as a r
ize (22" x 34")
ssion simultane
n Management
tal Services
Ohio
Divis
1980
Colu
Attn
Ohio
Offic
1980
Colu
Attn
Utilit
(As s
ges on Electron
ges on Electron
been complied
uring construct
t before the DB
d clearly marke
d and sealed b
ved For Constru
pproved by the
result.
) and/or half si
eously to the p
# of Full Se
1
o Department o
sion of Constru
0 West Broad S
umbus, Ohio 43
: Eric Kahlig
o Department o
ce of Environm
0 West Broad S
umbus, Ohio 43
: Tim Hill
ity Companies
shown in sectio
nic Media [i.e.
nic Media [i.e.
2
d with, and foll
tion. All review
BT submits the
ed ‘Approved
by a Profession
uction’ are deli
e District Cons
ize (11" x 17")
parties indicated
ets # of Half
3
2
0
Notify O
0
1
3
of Transportati
uction Manage
Street
3223
of Transportati
mental Services
Street
3223
on 12)
CD, DVD, etc
CD, DVD, etc
lowing approva
w comments wi
e construction p
d For Construct
nal Engineer.
ivered to each
truction Engin
) paper prints o
d below :
f Sets TI
Only
on Central Off
ement
on Central Off
s
c]
c]
al of
ill be
plans.
tion’.
party
neer if
or
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Page 25
19 BUILDABLE UNITS (BU)
Definition: Buildable Units are portions of the projects which can be designed, reviewed and built with only limited
controls and assumptions coming from the design of other portions of the project. Often a Buildable Unit will be
defined by a geographic area within the plan, but it may also be defined by types of work or construction stages
which may require or permit similar, nearby work to be divided into separate Buildable Units. All Buildable Units
will summarize the materials required to construct that portion of the project. The summary will include the
Construction and Material Specifications Item Number, and a description of the materials to be used.
General: The DBT may break the project work into two or more separate BU which can be progressed through
design and construction with minimal or known effect on each other and/or which can be dealt with sequentially
such that sufficient data is available for design and review of each BU. In order that the design and construction of
one BU may proceed without significant approved information from an associated BU, the DBT may develop and
propose assumptions which will allow for the first BU to proceed through design and/or construction. These
assumptions will be submitted for review and comment but their accuracy and effort upon the Stage 2 design are the
sole responsibility of the DBT. Should error in these assumptions result in additional work, remedial work or other
changes to assure an acceptable design or should they result in the need to remove work and substitute additional
work, the Contractor will be responsible for all such costs including, removal of unacceptable materials from the
site, modification, additional work, repairs, etc. as necessary to produce an acceptable result.
If the DBT elects to develop Buildable Units, the DBT will prepare, for review by the Department, a table of
Buildable Units for the project with each BU described in detail. If the table is approved, the DBT will modify the
Progress Schedule to show a separate group of activities for BU and these activities will encompass all of the design
and construction work in each BU. Work activities will be further separated in the Progress Schedule to show a
meaningful completion status (i.e. separate activities comprising the placement of a bridge deck on steel beams will
describe; shoring, form building, steel placement, placement of conduit & joints, pouring concrete, forming
parapets, pouring or slip forming parapets, provision of membranes, provision of wearing surfaces, curing, repair,
form removal, cleaning, etc.)
The Stage 2 Review Submission and construction plans will specifically be identified by the Buildable Unit code. If
the design of a BU requires input information from an adjacent or related BU, the source for that information in
previously approved plans will be cited or the DBT will provide an estimated value of the data. The input data will
also be carefully identified. In the same way any assumption, calculations or results from the stage and BU which
are used as input to another BU will be similarly identified, and where appropriate, compared back to that BU to
verify previous assumptions. Should assumptions not match values calculated later, the DBT will re-analyze all
affected components and determine appropriate changes. Should those elements have already been constructed; the
DBT will recommend repairs, adjustments, modifications or replacement of the existing work as necessary to
comply with the Scope of Work. All costs for re-design, re-submissions, modifications, removals, disposal of
materials and new work needed to remedy the project and bring it to compliance will be borne by the Contractor and
no time extensions will be approved for this.
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20 ATTACHMENTS
ATTACHMENT A – Location Map(s)
ATTACHMENT B – Preliminary Plan(s)
ATTACHMENT C – Preliminary Subsurface Investigation(s)
ATTACHMENT D – Design Exception(s) (if applicable)
ATTACHMENT E – Asbestos Inspection Report(s)
ATTACHMENT F – Airway/Highway Clearance Letter (if applicable)
ATTACHMENT G – Galvanizing Coating System for Structural Steel Bridges
ATTACHMENT H – Existing Plans and Photos
