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A DESIGN-BUILD PROJECT
TECHNICAL PROPOSAL
Odd Fellows Road Interchange at US Route 29/460 and Road Improvements along US Route 29/460From: 0.6 Miles East of Candlers Mountain Road (Route 501 North) To: 0.5 Miles West of Campbell Avenue (Business Route 460/501) And Along Odd Fellows Road From: Top Ridge Road (Frontage Route 794) To: Lynchburg Expressway (Business Route 29/501) City of Lynchburg, Virginia State Project No.: 9999-118-240, R201, C501, B628 Federal Project No.: NH-5118(209) | Contract ID Number: C00105515DB78
Submitted to: Virginia Department of Transportation
Submitted by: W.C. English, Inc.In association with: Parsons Brinckerhoff, Inc.
4.1 Letter of Submittal
4.2 Attachments to the Letter of Subm
ittal
4.2.1 SOQ
Confirmation
Page 34.2 AttAchments to the Letter of submittAL
ODD FELLOWS ROAD INTERCHANGE at US Route 29/460 and Road Improvements Along US Route 29/460
4.2.1 SOQ CONFIRMATION
Per VDOT’s approval, two changes have been made to the Organizational Chart from that submitted in the SOQ:
• Chris Moore, PE added to the Roadway discipline• Structural Discipline/Rex Gilley, PE added
All other information contained in the SOQ remains true and accurate.
4.2.2 Organizational Chart
Page 44.2 AttAchments to the Letter of submittAL
ODD FELLOWS ROAD INTERCHANGE at US Route 29/460 and Road Improvements Along US Route 29/460
ROAD
WAY
Mich
elle
Mar
tin, P
EJo
seph
Kor
amCh
ris M
oore
, PE
TRAF
FIC
ENGI
NEER
ING
(SIG
NALS
, TM
P, M
OT)
Tim
Ray
ner,
PE, P
TOE
Sure
ndra
Om
kara
m, P
E, P
TOE
ROUN
DABO
UT
DESI
GN/A
NALY
SIS
Jona
than
Rei
d, P
E, P
TOE
Tim
Ray
ner,
PE, P
TOE
UTIL
ITY
DESI
GN/
UTIL
ITY
COOR
DINA
TION
Gene
Rut
ledg
e, P
E
HYDR
AULI
CSM
eliss
a Pr
itcha
rd, P
EJu
stin
Lenn
on, P
E
STRU
CTUR
ESRe
x Gill
ey, P
E
LAND
SCAP
ING
Dave
Pat
ters
on, R
LA
GEOT
ECHN
ICAL
Ian
Chan
ey, P
E
ENVI
RONM
ENTA
L PE
RMIT
TING
Adam
Meu
rer,
CHM
M, P
WS
DESI
GN Q
CIn
depe
nden
t Rev
iewe
rs
VDOT
PRE
QUAL
IFIE
DFE
E AP
PRAI
SER
Crid
er, B
ouye
, Elli
ott
VDOT
PRE
QUAL
IFIE
DRE
VIEW
APP
RAIS
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prai
sal R
evie
w Sp
ecia
lists
VDOT
PRE
QUAL
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DRI
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OF-W
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m C
opel
and,
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RONM
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ANAG
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blen
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ark
Hack
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QC M
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y Hal
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QC IN
SPEC
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Inc.
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LAB
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Inc.
DESI
GN M
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QA/
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rek
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r, PE
, AIC
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lliva
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QA IN
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lie P
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ike
Scot
t
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PR
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T M
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dson
Dal
ton
MOT
MAN
AGER
Bran
don
Dodd
s
RAIL
ROAD
UTI
LITY
CO
ORDI
NATO
RLa
nder
And
erso
n, Jr
.
KEY
STAK
EHOL
DERS
AND
THIR
D PA
RTIE
S
City
of L
ynch
burg
, Lib
erty
Uni
vers
ity, N
orfo
lk
Sout
hern
Rai
lroad
, Bra
dley
/Tho
rnhi
ll, L
LC,
Land
Gro
up, A
Lim
ited
Partn
ersh
ip, G
ener
al
Indu
stry
alo
ng th
e C
orrid
or
PUBL
IC IN
VOLV
EMEN
T/PU
BLIC
REL
ATIO
NSJim
Wrig
ht
LEGE
ND
W.C
. Eng
lish,
Inc.
Pars
ons B
rinck
erho
ff, In
c.
ECS
Mid
-Atla
ntic,
LLC
NXL C
onstr
uctio
n Co
mpa
ny, I
nc.
Pulsa
r Adv
ertis
ing,
Inc.
Stan
tec C
onsu
lting
Ser
vice
s, In
c.*
Thom
pson
& Li
tton
*inclu
ding A
pprai
sal R
eview
Speci
alists
, LLC
/Crid
er, Bo
uye,E
lliott
SURV
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ic Ge
ntry,
LS
KEY P
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ES
Page 54.2 AttAchments to the Letter of submittAL
ODD FELLOWS ROAD INTERCHANGE at US Route 29/460 and Road Improvements Along US Route 29/460
The English team is structured to provide VDOT with a single point of contact, the Design-Build Project Manager (DBPM), Judson Dalton, who will be responsible for all design and construction activities and the overall management of a well-integrated team. Our reporting and functional relationships are described below and delineated on the Organizational Chart on the previous page. The English team organization has a straight-forward chain of command, with individual tasks, responsibilities, and functionalrelationshipsclearlyidentified.Further,adistinctseparationisshownbetweenconstructionandQA;includingtheseparationbetweentherespectiveQAandQCinspectionandfield/AMRL-certifiedlaboratorytestingfacilitiesinaccordancewiththeMinimum Requirements for Quality Assurance and Quality Control on Design Build and P3 Projects, January 2012. The Organizational Chart depicts VDOT and third parties, stakeholders, key personnel, support personnel, and their relationships and functions.
AsapprovedbyVDOT,theOrganizationalCharthasbeenmodifiedtoincludetheadditionofaStructures discipline which will be led by Mr. Rex Gilley, PE, as well as supplementing the “Roadway” discipline with Mr. Christopher Moore, PE. Both Mr. Gilley and Mr. Moore are Virginia-licensed Professional Engineers with extensive experience in their respective disciplines.
Functional Relationships and Communication among Participants, including Design and Construction Team Interaction throughout the project. The English team ascribes to the DBIA paradigm that “integrated development of the design and construction program is the cornerstone of DB delivery, and this methodology optimizes opportunities for collective excellence.” DB delivery carries with it a united team responsibility to gain a full understanding of the owner’s intentions and the factors that will drive value into the process and outcome. Put into practice, English’s DBPM, CM and construction personnel will interface with design counterparts from Parsons Brinckerhoff and Stantec’s right-of-way manager throughout the entire design and construction phases.
Design–Construction Interface. The English team’s extensive DB experience has shown that a Task Force approach during the design stage and throughout project execution is critical to ensuring a successfulproject.LedbytheDBPM,theseregular,openforumsofdiscussionamongteammembersandVDOTtoaddressrespectiveprojectelementsservetoclearlydefineprojectcriteria,ensureVDOT’sintentions are being met, address corridor-wide constructability issues, and provide consistency in designbeforebecomingschedule-critical.Throughthisapproach,wecreateafirmrelationshipthatsets the foundation to interact and partner with VDOT and third-party stakeholders, streamline reviews, eliminatepotentialconstructionfieldissues,anddelivertheprojectsafely,ontime,andwithinbudget.
4.2.2 ORGANIZATIONAL CHART AND KEY PERSONNEL
Page 64.2 AttAchments to the Letter of submittAL
ODD FELLOWS ROAD INTERCHANGE at US Route 29/460 and Road Improvements Along US Route 29/460
Role Design/Construction Interface
Design-Build Project Manager(DBPM)Judson DaltonReports to VDOT
- DB Team point of contact to VDOT. - Responsible for project design, permitting, R/W acquisition, utility relocation, construction, quality management and contract administration.
- Directs DM, CM, and QAM - ChairsandmanagestheprojectTaskForces. - Responsible for overall project safety—design and construction.
Quality Assurance Manager (QAM)Julie Perkoski, PEReports to DBPM
- Independent from all construction operations. - Coordinates with the Design QA for DQMP compliance. - Interacts directly with the DBPM. - Authority to stop work on the project due to poor quality.
Design Manager(DM) Derek Piper, PE, AICPReports to DBPM
- Directs and coordinates the integration of design disciplines. - Responsible for the design schedule and overall design quality. - Through DBPM, coordinates with VDOT’s design review team. - Communicates with CM. - Collaborates with the R/W Manager during design development
Construction Manager (CM)Darrell SullivanReports to DBPM
- Coordinates with DM during design for constructability issues. - Manages and supervises all self-performed activities, MOT, E&S installation and maintenance, and all subcontractors.
- Responsible for construction-related field issues.
4.2.3 Conceptual Roadway Plans
Page 7
ODD FELLOWS ROAD INTERCHANGE at US Route 29/460 and Road Improvements Along US Route 29/460
4.2 AttAchments to the Letter of submittAL Page 7
INTRODUCTIONTheOddFellowsRoadInterchangeandRoadImprovementsProject(theProject)representstheculmination of years of planning and design development to create a new interchange on US 29/460 at OddFellowsRoad.ThenewinterchangeandrelatedimprovementstoOddFellowsRoadwillprovidetheCitywithimprovedaccesstotheadjacentindustrialpark,LynchburgExpressway(US29Business)anddowntownLynchburg.TheimprovementstoOddFellowsRoadtocreateagatewaycorridorweredocumented in a Master Plan completed by the City in 2013.
The English/Parsons Brinckerhoff Team has been closely pursuing this project for nearly two years. As such,weareveryfamiliarwithspecificelementsoftheproject,theon-goingcollaborationswithLibertyUniversity,andtheCity’splanstore-shapeOddFellowsRoadintoagatewaycorridorasaprimaryaccess.EnglishhasdeeprootsintheCityofLynchburgwithastrongdesiretoprovideVDOTwithaDesign/BuildteamthatcanmeetthespecificchallengesoftheProject.IndevelopingthisTechnicalProposal, the English/Parsons Brinckerhoff Team evaluated various alternative concepts in an effort to:
• Ensureasafeandefficientconstructionworkzone,forboththetravelingpublicandconstructionstaff
• Minimizetrafficimpactsduringconstruction• Exceed VDOT requirements for scope of work, quality, and schedule• Reduce initial construction cost and the duration of construction• Maintain access for existing businesses within the corridor
TheEnglish/ParsonsBrinckerhoffTeamreviewedtheRFPConceptualPlansindetail.ForSegmentA,theplanswerefairlywelldevelopedwithasoliddesignthatdidn’trequiresignificantmodification.As discussed in the Proprietary Meeting, we evaluated various alternatives to reduce stream/wetland impacts in the interchange area, including lengthening the bridge over US 29/460 and using MSE walls. Afteradetailedanalysis,wesettledonmodifyingverticalgeometryofbothOddFellowsRoadandtheramps,inanefforttoreducethequantityoffillmaterialandthelimitsofdisturbance.
ForSegmentB1,theRFPConceptualPlansprovidedbyVDOTwerenotnearlyasdevelopedasSegmentA.Again,wemodifiedverticalgeometry,primarilytotakeadvantageofthedesignexceptions/waiversnotedintheRFP.ForSegmentB1,wehaveincludedthesidewalkandsharedusepathonthe Conceptual Roadway Plans; however, including these elements will be determined based on acceptanceofthefinalscopealternativenotedinthePriceProposal.Further,wehadmodifiedthelocationoftheroundaboutatMayflowerDrivetominimizeimpactstoadjacentproperties.UponreceivingtheRFPAddendum,wehadtosignificantlymodifyouroriginaldesignfortheroundabouttofittheimprovementswithintheproposedRight-of-WaylinesprovidedbyVDOT,asshownwithintheConceptualRoadwayPlansincludedunderseparateattachment.Duringfinaldesign,wedointendtofurtherexploremodificationstotheroundaboutlayouttobestcomplywithNCHRP Report 672, Roundabouts: An Informational Guide, Second Edition.ModificationscouldinvolveshiftingthelocationoftheroundabouttoaccommodatetheexistingprofileofMayflowerDrive,butwithintheRight-of-WaylinespresentedontheRFPPlans,priortoAddendumNo.1.
4.2.3 CONCEPTUAL ROADWAY PLANS
Page 8
ODD FELLOWS ROAD INTERCHANGE at US Route 29/460 and Road Improvements Along US Route 29/460
4.2 AttAchments to the Letter of submittAL Page 8
As we developed the Conceptual Design Plans and prepared the Project Schedule and sequence of work, several concepts developed by our team clearly resulted in improvements, enhancements, less initialcost,andbenefitstothepublicandaffectedpropertyowners.ModificationstotheRFPPlansaredescribed below and presented on the Conceptual Roadway Plans in a separate volume and include the following:
Segment A1. ModifiedthealignmentofOddFellowsRoad2. ModifiedtheprofileofOddFellowsRoadintheinterchangearea3. ModifiedtheprofilesforRampsA,B,C,andD.4. RevisedRampCstationingtobeginatStation10+00atOddFellowsRoadintersection5. Revised Ramp D stationing to begin at Station 10+00 along Route 29/4606. Modifiedthelocationandlayoutofstormwatermanagementfacilities
Segment B11. ModifiedthealignmentofOddFellowsRoad2. RevisedtheOddFellowsRoadstationingtocontinue“upstation”fromSegmentA3. ExtendedMayflowerDriveconstructionlimitstoallowfortheprofiletie-inandroundabout
design/construction to meet VDOT requirements
In summary, the concept design presented on the Conceptual Roadway Plans prepared by the English/Parsons Brinckerhoff Team meets or exceeds the design criteria noted in the Technical Requirements, Attachment 2.2. Variations from the Geometric Design Criteria are limited to the design exceptions/waivers noted in Section 2.1.3 of the Technical Requirements. The limits of construction, including all stormwater management facilities, are within the existing/proposed Right-of-Way limits shown in the RFPPlans,withtheexceptionofpermanentandtemporaryeasements.
4.2.3.1 | CONCEPTUAL ROADWAY PLANS
The Conceptual Roadway Plans are included in a separate volume. AsrequiredperRFPPart1,Section 4.2.3, the Conceptual Roadway Plans include plans indicating general geometry including the number and width of lanes; horizontal alignments; typical sections of the roadway segments to include sidewalks, shared use path, retaining walls, and bridge structures; conceptual hydraulic and stormwater management design; proposed Right-of-Way limits (no differences in Right-of-Way are proposed from VDOT’sRFPConceptualRight-of-Waylimits);and,otherkeyProjectfeatures.Pleasenotethatthemaximum grade for all segments and connectors is presented as a table within this document. Proposed utilityimpactsarealsopresentedinatablewithinthisdocument.Finally,wehavenotincludedeasements for utilities, drainage, and construction, on the Conceptual Roadway Plans, as these will be fullydevelopedduringfinaldesign.
GENERALGEOMETRY,HORIZONTALALIGNMENT,ANDTYPICALSECTIONSUS 29/460 – Improvements to US 29/460 are limited to the construction of auxiliary lanes along the existing eastbound and westbound alignment for connecting ramps, the construction of a bridge pier in
Page 9
ODD FELLOWS ROAD INTERCHANGE at US Route 29/460 and Road Improvements Along US Route 29/460
4.2 AttAchments to the Letter of submittAL Page 9
the median, replacement of existing signs impacted by the Project, installation of new signs required for the new interchange, and pavement markings. Auxiliary lanes will be designed to meet the GS-5 geometric design criteria for 70 mph with rolling terrain. Auxiliary lanes will be a minimum of 12 feet wide, then transition to 16 feet for each ramp. Shoulder widths will vary between 14 and 17 feet (dependingoncutvs.fillandtheneedforguardrail),withthepavedportionof12feet.
Ramps A, B, C, and D – The ramps will be designed to meet the GS-R geometric design criteria for 35 mph minimum with rolling terrain. The ramp pavement width will be 16 feet, while shoulder and paved shoulder widths will vary depending on the need for guardrail.
OddFellowsRoad–ImprovementstoOddFellowsRoadwillbedesignedtomeetGS-6geometricdesigncriteriafor35mphwithrollingterrain.ThetypicalsectionforOddFellowsRoadvariesthroughthe length of the Project, from a three-lane section with and without a median, to a four-lane section with a concrete median for the bridge over US 29/460, all with minimum 12-foot lanes and VDOT standard CG-6 curb on the outside and VDOT CG-2 median curb, where indicated. The Conceptual Design was developed to accommodate a 10-foot wide shared use path and a 5-foot sidewalk.
MayflowerDrive–ImprovementstoMayflowerDrivetoaccommodatethenewroundaboutwillbedesigned to meet GS-6 geometric design criteria for 35 mph with rolling terrain. The typical section for MayflowerDriveincludes12-footminimumtravellanesandVDOTstandardCG-6curbontheoutsideand was developed to accommodate future sidewalks.
Top Ridge Road – Improvements to Top Ridge Road to accommodate the new roundabout will be designed to meet GS-8 geometric design criteria for 30 mph with rolling terrain. The typical section for Top Ridge Road includes 13-foot minimum travel lanes and VDOT standard CG-6 curb on the outside and was developed to accommodate future sidewalks.
MAXIMUM GRADESThe maximum grades anticipated for all segments and connectors are presented in the table to the left.
CONCEPTUALHYDRAULICANDSTORMWATERMANAGEMENTDESIGNThe English/Parsons Brinckerhoff Team has investigated VDOT stormwater and drainage requirements for the Project. As part of Conceptual Design, we have developedthemostefficientdesignpossible while minimizing waste, impacts totheenvironment,andtrafficdisruption.
Segment/Connector Maximum GradeRoute 29/460 3.41%Ramp A 2.59%Ramp B 5.98%Ramp C 6.00%Ramp D 5.76%OddFellowsRoad(SegmentA) 8.00%OddFellowsRoad(SegmentB1) 9.86%*MayflowerDrive 7.32%Top Ridge Road 9.25%
*Permitted at one location, per Design Exception No. 2
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ODD FELLOWS ROAD INTERCHANGE at US Route 29/460 and Road Improvements Along US Route 29/460
4.2 AttAchments to the Letter of submittAL Page 10
Roadway Drainage and Stormwater Management
Segment A – Odd Fellows Road and US 29/460 InterchangeTakingintoaccounttheexistingconditionsandnaturalflowofthestormwaterinthissegmentoftheProject,wehaveidentifiedwaystosimplifyandimproveuponthedrainagelayoutpresentedintheRFPConceptual Plans to minimize the installation of new piping, reduce stream impacts, and eliminate the need to jack and bore new stormwater piping under US Route 29/460. Discharges from the forested hillssouthofUSRoute29/460areconveyedprimarilythroughditchesandnorthtoFishingCreektributary via existing stormwater conduits. Additional impervious areas created by Ramps A/B and OddFellowsRoadsouthofUSRoute29/460areconveyedthroughstormwaterbasinsanddischargedthroughexistingconduitstothestreamsystem.ImpactstotheFishingCreektributarywereminimizedto the maximum extent possible. Three culverts are to be installed under new roadway sections (Odd FellowsRoad,RampDandRampC)toallowforfreeflowoftherelocatedstream.Fivebasinswerecreated to reduce the discharges into the stream, caused by additional impervious areas as described below. The English/Parsons Brinckerhoff Team has utilized the current versions of VDOT Drainage ManualandtheVirginiaStormwaterManagementHandbook(DCR,1999)tomeetthephosphorusremoval rate requirements for stormwater management for the Project.
ThisprojectisconsideredgrandfatheredbytheVSMPauthorityasdefinedin9VAC25-870-48,andissubject to the technical criteria of Part II, Section C of the state stormwater regulations. All stormwater management facilities are located in Segment A of the project. Phosphorus reduction requirements for Segment B1 are combined with the reduction requirements in Segment A. To meet the combined reduction requirements of Segments A and B1 of the Project, the English/Parsons Brinckerhoff Team intendstodesignandconstructfivestormwatermanagementfacilitieswithinVDOT’sProposedRight-of-Way for Segment A, as presented on the Conceptual Roadway Plans. Doing so, we are able to treat the anticipated 12.91 pounds per year produced from the additional impervious area in the James River watershedcreatedbythisProject.Fourofthefacilitieswillbeenhancedextendeddetentionbasinswithpollutantremovalcapacityof50%,andthefifthfacilitywillbeanextendeddetentionbasinwithapollutant removal capacity of 35%. Three of the basins are located between Ramps A, B, and D and US Route 29/460. Because of the presence of existing wetlands, there is no basin between Ramp C and US Route29/460.TheothertwobasinsarelocatednorthwestofRampCandnorthofOddFellowsRoad.
Section B1-Odd Fellows Road Roadway ImprovementsDrainageimprovementsforOddFellowsRoadfromtheinterchangetoMayflowerDrive(SegmentB1)will consist of a combination of curb inlets and closed conduit systems. Designs for the system will be completed in accordance to the VDOT Drainage Manual. Since Segment B1 road improvements consists of implementing curb and gutter, the bulk of the drainage facilities required will consist of inlets placed along the curb and gutter, connected to a closed storm sewer system. The closed system drainage pipe will convey stormwater to existing receiving channels which were analyzed to be adequate for the additionalflow.Flowsfrompropertiesadjacenttotheroadwereanalyzed,andwherenecessary,yardinlets were added to convey water from these properties to the new closed storm sewer system. There are no new cross culverts in our design concept. Existing cross culverts were analyzed and determined tobeabletohandleadditionalflow.Thoughtheconditionsofthesepipeshavenotbeennotedasbeingindisrepair,theywillbeinspectedduringconstructiontoconfirmthepipesareingoodcondition.Thereare no existing or proposed stormwater management facilities in Segment B1. To meet stormwater
Page 11
ODD FELLOWS ROAD INTERCHANGE at US Route 29/460 and Road Improvements Along US Route 29/460
4.2 AttAchments to the Letter of submittAL Page 11
managementrequirementsforbothSegmentsofthisProject,fivenewstormwatermanagementfacilitieswere included in Segment A as noted described above.
PROPOSEDUTILITYIMPACTS
Utility OwnerUtility Description Approximate Location
Conflict (Known or Potential) Corrective Action
OVERHEADPOWERANDOVERHEADCOMMUNICATIONSAppalachian Power (AEP)
OddFellowsRoad
EastfromMayflowerDr.LocatedinROWonsouthside of road STA 220 – 249
Polesinconflictwithproposed multi-purpose path
Coordinate with AEP to design and relocate 2900 feet ofOHEandassociatedpoles.Replace service connections impacted by relocated poles
UNDERGROUNDCOMMUNICATIONSUnderground Telephone/FiberOptic
Outside existing ROW. Inside proposed ROW along east side of US 29/460 eastbound
400 feet in cut sections of Ramps A and B (200 feet under each)
Obtain utility easement. CoordinatewithT/FOcompany to design and relocate lines to avoid conflicts.
Underground CATV
OddFellowsRoadeastfromMayflowerDr.LocatedinROWonsouthside of road
Potentialconflictswithproposed curb & gutter and stormwater
Coordinate with CATV company to design and relocate 3500 feet underground CATV as necessarytoavoidconflicts
Underground Telephone
OddFellowsRoadeastfromMayflowerDr.LocatedinROWonsouthside of road
Potentialconflictswithproposed curb & gutter and stormwater
Coordinate with Telephone company to design and relocate 3500 feet underground T/Tg as necessarytoavoidconflicts
Underground Telephone
OddFellowsRoadrunning west from MayflowerDr.inROWalong south side of Odd FellowsRoad
Potentialconflictswithproposed roundabout, curb & gutter and stormwater
Coordinate with Telephone company to design and relocate 300 feet underground T/Tg as necessary to avoid conflicts
UndergroundFiberOptic
OddFellowsRoadeastfromMayflowerDr.LocatedinROWonsouthside of road
Potentialconflictswithproposed curb & gutter and stormwater
Coordinate with Communications company to design and relocate 3500 feetundergroundT/FOasnecessarytoavoidconflicts
UndergroundFiberOptic
OddFellowsRoadrunning west from MayflowerDr.inROWalong south side of Odd Fellows
Potentialconflictswithproposed roundabout, curb & gutter and stormwater
Coordinate with Communications company to design and relocate 300 feetundergroundT/FOasnecessarytoavoidconflicts
Page 12
ODD FELLOWS ROAD INTERCHANGE at US Route 29/460 and Road Improvements Along US Route 29/460
4.2 AttAchments to the Letter of submittAL Page 12
Utility OwnerUtility Description Approximate Location
Conflict (Known or Potential) Corrective Action
GAS4” Columbia Gas line
Running north on MayflowerDr.toOddFellowsRoadwhereittees off into (2) 2” gas linesalongOddFellows(one east and one west). LocatedinROWonwestsideofMayflowerDrive
Potentialconflictswithproposed roadway and stormwater construction
Coordinate with Columbia Gas company to relocate gas lines as necessary to avoid conflicts
2” Columbia Gas line
OddFellowsRoadeastfromMayflowerDr.LocatedinROWonsouthside of road
Potentialconflictswithstormwater and anticipated relocation of other UG utilities along south side of OddFellowsRd.
Coordinate with Columbia Gas company to relocate gas lines as necessary to avoid conflicts
2” Columbia Gas line
OddFellowsRoadwestfromMayflowerDr.LocatedinROWonsouthside of road
Potentialconflictswithstormwater
Coordinate with Columbia Gas company to relocate gas lines as necessary to avoid conflicts
12” Columbia Gas
high pressure line
In easement along east side of US 29/460 eastbound
650 feet of 12” gas in cut section
Coordinate new easement for Columbia Gas. Coordinate design and relocation of 650 feet of 12” welded steel high pressure gas line
WATER8” Water OddFellowsRoadeast
fromMayflowerDr.LocatedinROWonsouthside of road
STA 220 - STA 224
400LF8”W–andFireHydrants-Potentialconflictswithproposedcurb & gutter and stormwater
Coordinate with City of Lynchburgtodesignandrelocate 400 feet of 8” water line as necessary to avoid conflicts
12” Water MayflowerDr.runningnorth/south through intersection with Odd FellowsRoad
Potentialconflictswithproposed roundabout, curb & gutter and stormwater
Coordinate with City of Lynchburgtodesignandrelocate 350 feet of 12” water line as necessary to avoid conflicts
Page 13
ODD FELLOWS ROAD INTERCHANGE at US Route 29/460 and Road Improvements Along US Route 29/460
4.2 AttAchments to the Letter of submittAL Page 13
Utility OwnerUtility Description Approximate Location
Conflict (Known or Potential) Corrective Action
12” Water OddFellowsRoadrunning west from MayflowerDr.inROWalong south side of Odd FellowsRd.
Potentialconflictswithproposed roundabout, curb & gutter and stormwater
Coordinate with City of Lynchburgtodesignandrelocate 450 feet of 12” water line as necessary to avoid conflicts
SANITARYSEWER8” Sanitary Sewer OddFellowsRoadeast
fromMayflowerDr.LocatedinROWonnorthside of road
STA 220 – STA 226
Potentialconflictswithproposed curb & gutter and stormwater
Coordinate with City of Lynchburgtodesignandrelocate 600 feet 8” sanitary sewer as necessary to avoid conflicts
8” Sanitary Sewer OddFellowsRoadSTA238 to STA 241
Potentialconflictswithproposed curb & gutter and stormwater
Coordinate with City of Lynchburgtodesignandrelocate 300 feet of 8” sanitary sewer as necessary to avoidconflicts
8” Sanitary Sewer MayflowerDr.runningnorth/south through intersection with Odd FellowsRoadLocatedin ROW on north side ofMayflowerDr.approaching intersection
Potentialconflictswithproposed roundabout, curb & gutter and stormwater
Coordinate with City of Lynchburgtodesignandrelocate 200-400 feet of 8” sewer as necessary to avoid conflict
8” Sanitary Sewer OddFellowsRoadrun-ningwestfromMayflowerDr. in ROW along north sideofOddFellowsRoad
Potentialconflictswithproposed roundabout, curb & gutter and stormwater conduits
Coordinate with City of Lynchburgtodesignandre-locate 400 feet of 8” sewer as necessarytoavoidconflict
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ODD FELLOWS ROAD INTERCHANGE at US Route 29/460 and Road Improvements Along US Route 29/460
4.2 AttAchments to the Letter of submittAL Page 14
OTHERKEYPROJECTFEATURESRoundaboutatMayflowerDrive–TheproposedpavementfortheroundaboutatMayflowerDrivewillbe designed and constructed as a 100-foot inscribed circle single lane roundabout in accordance with NCHRP Report 672, Roundabouts: An Informational Guide, Second Edition. Pavement markings, signage and channelization devices will be employed to provide positive lane control through the roundabout in accordance with the 2009 MUTCD. As noted above, the Conceptual Roadway Plans include the roundabout located within the Right-of-Way lines provided by VDOT as part of Addendum No.1.Duringfinaldesign,wedointendtofurtherexploremodificationstotheroundaboutlayout,tobest comply with NCHRP Report 672, Roundabouts: An Informational Guide, Second Edition. Such wouldinvolveshiftingthelocationoftheroundabouttoaccommodatetheexistingprofileofMayflowerDrive,butstillwithintheRight-of-WaylinespresentedontheoriginalRFPPlans(priortoAddendumNo.1).SuchashiftwouldbothreduceimpactsandallowfortwopointsofaccesstobemaintainedtotheFleetpridecommercialbusinessproperty,locatedinthenortheastcorneroftheintersection.
RoadwayLighting–TheEnglish/ParsonsBrinckerhoffTeamwilldesignandconstructacontinuouslightingsystemalongOddFellowsRoadinSegmentsAandB1.WerecognizethatthelightingsystemisrequiredwithinSegmentB1,asmitigationforDesignExceptionNo.3.ImplementingaroadwaylightingsystemfortheentireOddFellowsRoadcorridorwillenhanceProjectoperationalsafety.Wewill design the lighting system using VDOT’s standard computer lighting design software, AGI32, to ensure proper illuminance levels and ratios in accordance with VDOT requirements. Of course, the lightingwillextendthroughthelimitsoftheroundaboutatMayflowerDrive,toproperlyilluminateallapproaches.
4.2.3.2 | CONCEPTUAL STRUCTURAL PLANS
The Conceptual Structural Plans are included in a separate volume. Descriptions of these Conceptual BridgePlansanddetailsregardingenhancementsmadetotheRFPPlansthatmeetand/orexceedprojectrequirements are as follows:
ODDFELLOWSROADOVERROUTE29/460Typical Section–ThetypicalsectionisconsistentwiththeRFPPlansandprovidesone(1)12’-0”widetravel lane and one (1) 13’-0” wide left-turn lane in both the northbound and southbound directions. In the northbound direction, an offset of 4’-0” is provided between the travel lane and the standard VDOT BR27 barrier, 3’-6” tall (along the east edge of the bridge), making the total northbound roadway width equal to 29’-0”. In the southbound direction, an offset of 2’-0” is provided between the travel lane and theraisedsidewalk/sharedusepath,makingthetotalsouthboundroadwaywidthequalto27’-0”.Nooffset is required between the left-turn lanes and the raised concrete median. The raised concrete median is6”highand4’-0”wide,andiscenteredontheOddFellowsRoadConstructionBaseline.Theraisedconcrete sidewalk/shared use path is 6” high at the roadway gutter line and is 17’-6” wide. Due to the width of the sidewalk/shared use path, a barrier separation is not required between the sidewalk/shared usepathandthevehiculartraffic.AstandardVDOTBR27barrier,4’-6”tall,isprovidedattheoutsideedge of the sidewalk/shared use path (along the west edge of the bridge). Also provided along the west edgeofthebridgeisastandardVDOTBPF-5,TypeBPedestrianFence,whichisrequiredbyVDOTfor
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4.2 AttAchments to the Letter of submittAL Page 15
bridgescarryingpedestriantrafficoverfreeways.PerSection2.2oftheprojectRFP,Route29/460isfunctionallyclassifiedasanUrbanPrincipalArterial(Freeway).Theoverallwidthofthetypicalsectionis 79’-8” out to out.
Structure Span/Type – The proposed structure consists of eight (8) prestressed concrete PCBT-77 beams spaced at 10’-6” on center and made composite with a 9” thick reinforced concrete deck slab. The span arrangement will be two (2) equal spans at 140’-0”, for a total bridge length (end of slab to end of slab) of 280’-0”. Abutments will be full integral type behind MSE walls, and will be supported by a single rowofsteelH-pilesontheirweakaxis.ThepierwillbelocatedinthemedianofRoute29/460soasnottoprecludethefuturewideningofUSRoute29/460,aspertherequirementsoftheRFPTechnicalRequirements Section 2.3.1, and will be supported on a spread footing.
Finishes–PerSection2.3.9oftheRFPTechnicalRequirements,bothsidesofthebridgetrafficbarrierand terminal walls will receive architectural treatment (rustic brick). Per VDOT requirements, the standardbridgebarriersdiscussedabovewillbemodifiedasfollows:anadditional1”reliefwillbeprovidedontheinside(trafficside)faceandanadditional2”reliefwillbeprovidedontheoutside(non-traffic)face.Asaresult,thewidthofthestandardVDOTbarrierswillbeincreasedfrom10”to13”.Theconcretetrafficbarriersandterminalwallswillbecolor-coatedusingFederalColorNo.23617.ThesteelrailingandpedestrianfencewillbecoatedblackpertheprojectRFPTechnicalRequirements.MSE walls in front of the abutments will not receive architectural treatment, but will be color-coated to matchthetrafficbarriers.Decklightingmaybeprovidedonthebridgeifdeterminednecessaryduringfinaldesign.Ifdecklightingisneeded,standardVDOTlightpoleblisterswillbeprovidedontheback(non-traffic)sideoftheBR27barriers.Preliminaryhydrauliccalculationsshowthatbridgedeckdrainage is not required. Standard VDOT inlets will be provided just beyond the north end of the bridge.
Construction Impacts, Safety and Operational Considerations – Since there is currently no bridge carryingtrafficoverRoute29/460andthisportionofOddFellowsRoadwillbeclosedduringconstruction, the bridge will be built in one piece (phased construction is not required). The locations of thesubstructureunitshavebeenselectedsuchthatbarrierpierprotection(TL-5barrier)isnotrequiredfor the proposed condition, nor the future condition where additional 12’-0” wide lanes are added to the eastbound and westbound directions of Route 29/460. A minimum horizontal clearance of 30’-0” from the edge of travelled lane to the face of Pier/MSE Wall will be maintained for both the present and future laneconfigurations.
4.2.4 Proposal Schedule
ODD FELLOWS ROAD INTERCHANGE at US Route 29/460 and Road Improvements Along US Route 29/460
4.2 AttAchments to the Letter of submittAL Page 16
4.2.4.1 Proposal ScheduleThe Proposal Schedule is included under separate cover as an Attachment to this Technical Proposal.
4.2.4.2 Odd Fellows Road Schedule Narrative
Contract Milestones
Activity ID Activity Name Activity Type Activity Status PlannedStartPlannedFinish
Odd Fellows Drive Proposal Schedule Project Milestones
0005 NTP Start Milestone NotStarted 18-Feb-150007 FinalCompletion FinishMilestone NotStarted 03-Aug-180016 Contract Award FinishMilestone NotStarted 18-Feb-15
Overall Project PlanThe English/Parsons Brinckerhoff Team’s schedule and price is based on the following plan and phasing fortheOddFellowsRoadProject:DesigneffortswillbeginimmediatelyafterNTPtoestablishfinalgeometryandallowforutilitycoordinationnecessarytoestablishfinalright-of-wayandtemporary/permanenteasements.Right-of-wayacquisitionwillcommenceuponVDOTapprovaloftheFinalRight-of-Way Plans and authorization to commence acquisition. All activities for design, environmental approvals/permitting, utility relocation, and right-of-way acquisition have been detailed in the Proposal Schedule, so that they can be properly managed and tracked to facilitate early construction activities. TheOddFellowsRoadInterchange(SegmentA)willbecontainedwithinitsownworkbreakdownstructure, showing the areas of work subdivided further to include the bridge construction and work both northandsouthofUS29/460.TheimprovementstoOddFellowsRoadfromSegmentAtoMayflowerDrivetoincludearoundaboutatMayflowerDrive(SegmentB1)willbecontainedwiththeirownwork breakdown structure, further subdivided to show the proper MOT phasing, outlined below, and the90dayshutdownoftheOddFellowsRoad/MayflowerDriveintersection.PhaseIwillconsistofmaintainingalltrafficmovementsandwideningonthenorthsidewhilesubsequentphaseswillutilizenewlyconstructedandwidenedportionsofallroadways.Finally,thelastphaseofworkwillincludethesurfacepavement,finalpavementmarkings,landscaping,andtheconstructionofanyareanotavailableforconstructionintheearlierphasesduetoexistingtrafficconstraintsandtransitions.TheMOTphasingwillbefurtherrefinedduringthedesignphasetooptimizeproductivity,maintainaccesstoadjacent businesses, and reduce impacts to the traveling public.
Detailed Project Plan for Initial 120 DaysAfterNoticetoProceed,thenoticeofintenttoenterandprojectsurveyswillcommenceimmediatelytoinitiatefinaldesign.Theright-of-wayacquisitionprocesswillalsobeginwhilepublic/privateutilityrelocationplansareinfinaldevelopment.PhaseIenvironmentalsiteassessmentsandreportsalong
4.2.4 PROPOSAL SCHEDULE
ODD FELLOWS ROAD INTERCHANGE at US Route 29/460 and Road Improvements Along US Route 29/460
4.2 AttAchments to the Letter of submittAL Page 17
with geotechnical exploration and testing will lead to effective environmental management and quality assurance and control measures.
Project Critical Path based on “Longest Path”TheprojectcriticalpathcommenceswiththeNoticetoProceedandcontinuesthroughsettingright-of-wayandeasementsnecessarytodevelopFinalRight-of-WayPlansforVDOTreviewandapproval.Thecritical path then proceeds through VDOT’s formal notice of authorization to commence right-of-way acquisition, then through the acquisition process. Upon the completion of right-of-way acquisition, the critical path then proceeds through utility relocations and the construction phases along existing Odd FellowsRoad(SegmentB1).
Construction Phasing
Segment A - Odd Fellows Road Interchange:The intent for the new interchange will be to construct it in one phase, to include the bridge construction andallworknorthandsouthofUS29/460NoworkwillbeperformedonexistingUS29/460other than ramp tie-ins, new/replacement signage, and pavement markings. As right-of-way and resourcesallow,wewillconstructOddFellowsRoadmainlineroadwaystoincludeallerosionandsedimentcontrols,clearingandgrubbing,stormdrainage,grading,abutmentfillsandMSEWalls,utility relocations, sewer and waterline activities, underdrain, stone placement, asphalt to include the intermediate pavement, lighting, curb and gutter, sidewalk and multi-use path, signage, and the roundabout at Top Ridge Road. The bridge construction will begin in the median of US 29/460 with theconstructionofthepierwhiletheapproachfillsandMSEwallsareunderconstruction.Oncetheapproachfillsareinplace,thebridgeconstructionwillcontinuewithabutmentconstructionandthenfinallythesuperstructureconstruction.Aspossible,thebridgeconstructionactivitieswillproceedconcurrentlywithallothergradingoperationsforSegmentA.Thefinalsurface,pavementmarkings,and signage will be completed in concert with those like operations for Segment B1, outlined below.
Segment B1 – Odd Fellows Road (from Segment A thru Mayflower Drive):Phase I:TheintentistomaintainvehiculartrafficontheexistingpavementalongOddFellowsRoadduring Phase I, while the widening is constructed adjacent to the existing roadway. The construction included in Phase I would include all erosion and sediment controls, clearing and grubbing, storm drainage, grading, utility relocations, sanitary sewer, underdrain, stone placement, asphalt to include the intermediate pavement, underground lighting components, curb & gutter, signage, and temporary pavement markings.
Phase II:DuringPhaseII,trafficwouldbeplacedonthenewpavementutilizingtemporarypavementmarkingsinthenewtrafficpattern.NewconstructionwillincludethewideningonthesouthsideoftheOddFellowsRoad,includingallerosionandsedimentcontrols,anyremaining
ODD FELLOWS ROAD INTERCHANGE at US Route 29/460 and Road Improvements Along US Route 29/460
4.2 AttAchments to the Letter of submittAL Page 18
clearingandgrubbing,limitedstormdrainage,massandfinegrading,utilityrelocations,underdrain, stone placement, asphalt to include the intermediate pavement, underground lighting components, curb and gutter, signage, and temporary pavement markings.
Phase III:DuringPhaseIII,trafficwouldbeplacedonthenewpavement,constructedinPhaseIandII,utilizingthetemporarypavementmarkingsinthenewtrafficpattern.Newconstructionwillincludetheconstruction/reconstructionofanyremainingportioninthemiddleofOddFellowsRoadthatwerenotavailableforconstructionduringPhaseIorIIduetotrafficpatternsandmaintenanceoftrafficrequirements,andtoincludethefinalconstructionoftheroundaboutatMayflowerDrive,duringthe90dayintersectionclosure.Thisworkwouldincludelimitedstormdrainage,massandfinegrading,stoneplacement,asphalttoincludetheintermediatepavement,some median curb and gutter, and truck apron for the roundabout.
Phase IV:PhaseIVwouldincludeallsurfacepavement,finalpavementmarkings,finallighting,andfinalsignage. This work will be performed concurrently with any other phase, as maintenance of trafficallows.
Significant Submittal and Fabrication Items
Activity ID Activity Name Original DurationStart Finish
A11110 LightingPolesandFixturesFabrication and Procurement
90 28-Jul-15 25-Oct-15
A13680 BridgeGirdersFabricationandProcurement 60 31-Oct-15 29-Dec-15
A13720 MSE Walls Fabrication and Procurement 90 31-Oct-15 28-Jan-16
Work ShiftsEnglish’s normal work schedule is based on a single 10 hour shift per day, 7:00 am through 5:30 pm, fivedaysperweek.However,thesetimesareflexibleandwillbemodifiedasthedemandsofthejobdictate, as the time of year allows and to include activities that will require night operations. All work timeswillbeincompliancewiththeWorkHourRestrictionsoutlinedinPart2,Section2.10.2oftheRFP.
Work Calendars5-Day (Includes Holidays):Thiscalendarisbasedonafive-daywork-weekwithholidaysconsiderednon-workdays.Thiscalendaris used for activities that are constrained by weekends and holidays.
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4.2 AttAchments to the Letter of submittAL Page 19
7-Day:This calendar is based on seven days per week. This calendar is used for review activities and concrete curing.
Asphalt:Thiscalendarisbasedonafive-daywork-weekwithholidaysconsiderednon-workdaysandweatherdaysincorporatedusinga30-yearweathermeancompiledfromNationalOceanicandAtmosphericAdministration(NOAA).Thiscalendarisusedforactivitiesthatneedtobeconstrainedbyweatherandcold temperatures.
Weather:Thiscalendarisbasedonafive-daywork-weekwithholidaysandcoldweatherconsiderednon-workdaysandweatherdaysincorporatedusingthe30-yearweathermeancompiledfromNOAA.Thiscalendar is used for any activity that can be affected by weather.
Holidays:Thenon-workingholidaysincorporatedintotheworkingscheduleareasfollows:NewYear’sDay,MartinLutherKingJr.Day,FridaybeforeEaster,MemorialDay,IndependenceDay,LaborDay,Thanksgiving Day, the day after Thanksgiving, and Christmas.
Appendix
Attachment 4.0.1.1: Technical Proposal Checklist and Contents
ATTACHMENT 4.0.1.1
ODD FELLOWS ROAD INTERCHANGE AT US ROUTE 29/460 AND ROAD IMPROVEMENTS
TECHNICAL PROPOSAL CHECKLIST AND CONTENTS
1 of 2
Offerors shall furnish a copy of this Technical Proposal Checklist, with the page references added, with the Technical Proposal.
Technical Proposal Component Form (if any) RFP Part 1
Cross Reference Page
Reference
Technical Proposal Checklist and Contents Attachment 4.0.1.1 Section 4.0.1.1 Appendix
Acknowledgement of RFP, Revisions, and/or Addenda Attachment 3.6
(Form C-78-RFP) Sections 3.6, 4.0.1.1 Appendix
Letter of Submittal NA Sections 4.1 1
Letter of Submittal on Offeror’s letterhead NA Section 4.1.1 1
Offeror’s official representative information NA Section 4.1.1 2
Authorized representative’s original signature NA Section 4.1.1 2
Declaration of intent NA Section 4.1.2.1 1
120 day declaration NA Section 4.1.2.2 1
Point of Contact information NA Section 4.1.2.3 2
Principal Officer information NA Section 4.1.2.4 2
Final Completion Date NA Section 4.1.2.5 2
Written statement of percent DBE participation NA Section 4.1.2.6 2
Proposal Payment Agreement or Waiver of Proposal Payment
Attachment 4.1.3(a) or 4.1.3(b) Section 4.1.3 Appendix
Certification Regarding Debarment Forms Attachment 11.8.6(a) Attachment 11.8.6(b) Section 4.1.4 Appendix
ATTACHMENT 4.0.1.1
ODD FELLOWS ROAD INTERCHANGE AT US ROUTE 29/460 AND ROAD IMPROVEMENTS
TECHNICAL PROPOSAL CHECKLIST AND CONTENTS
2 of 2
Technical Proposal Component Form (if any) RFP Part 1
Cross Reference Page
Reference
Attachments to the Letter of Submittal NA Section 4.2 3
Confirmation that the information provided in the SOQ submittal remains true and accurate NA Section 4.2.1 3
Organizational chart with any updates since the SOQ submittal clearly identified NA Section 4.2.2 4
Revised narrative when organizational chart includes updates since the SOQ submittal NA Section 4.2.2 5
Conceptual Roadway Plans – Plan View NA Section 4.2.3 Separate Volume
Conceptual Roadway Plans – Typical Sections NA Section 4.2.3 Separate Volume
Conceptual Structural Plans – Elevation View NA Section 4.2.3 Separate Volume
Conceptual Structural Plans – Transverse Section NA Section 4.2.3 Separate Volume
Proposal Schedule NA Section 4.2.4 Separate Volume
Proposal Schedule Narrative NA Section 4.2.4 16
Proposal Schedule in electronic format (CD or DVD-Rom) NA Section 4.2.4 CD
Attachment 3.6: Form C-78-RFP
Attachment 4.1.3(a): Proposal Payment Agreement
Attachment 11.8.6: Debarment Forms
A DESIGN-BUILD PROJECT
CONCEPTUAL ROADWAY PLANS
Odd Fellows Road Interchange at US Route 29/460 and Road Improvements along US Route 29/460From: 0.6 Miles East of Candlers Mountain Road (Route 501 North) To: 0.5 Miles West of Campbell Avenue (Business Route 460/501) And Along Odd Fellows Road From: Top Ridge Road (Frontage Route 794) To: Lynchburg Expressway (Business Route 29/501) City of Lynchburg, Virginia
State Project No.: 9999-118-240, R201, C501, B628 | Federal Project No.: NH-5118(209) | Contract ID Number: C00105515DB78
Submitted to:
Virginia Department of TransportationSubmitted by:
W.C. English, Inc.In association with: Parsons Brinckerhoff, Inc.
Attachment 4.2.3: Conceptual Plans
1
2A
2A
Ramp D Sta. 12+63.71 to Sta. 23+74.30
Ramp C Sta. 10+29.00 to Sta. 24+97.02
Ramp B Sta. 10+31.00 to Sta. 22+54.45
Ramp A Sta. 14+84.19 to Sta. 26+27.20
10 6" Aggregate Base Material, Type I, Size 21B
8 Existing Pavement to Remain
7 9" Asphalt Concrete Base Course, Type BM-25.0D+0.8
6 6" Aggregate Base Material, Type I, Size 21B
5 6" Asphalt Concrete Base Course, Type BM-25.0D+0.8
4 9" Aggregate Base Material, Type I, Size 21B
3 11" Asphalt Concrete Base Course, Type BM-25.0D+0.8
2 2" Asphalt Concrete, Type IM-19.0D
1.5" Asphalt Concrete, Type SM-9.5D
10
VA.
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ROUTE PROJECTSHEET NO.
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DESIGN FEATURES RELATING TO CONSTRUCTION
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Sta. 20+00.00 to Sta. 25+02.65
Inset F
Inset G
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Inset G
9 10" Jointed Stamped Concrete Pavement with Dowels, Class A3
10 7" Aggregate Base Material, Type I, Size 21B
5 6" Asphalt Concrete Base Course, Type BM-25.0D+0.8
2 2" Asphalt Concrete, Type IM-19.0D
1.5" Asphalt Concrete, Type SM-9.5D
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11 4" Hydraulic Cement Concrete, Class A3
6 6" Aggregate Base Material, Type 1, Size 21B
12 2" Asphalt Concrete, Type SM-9.5A
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INSET F
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DATE: 12/11/2014
1
21'-18'
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Varies
* 6' Where Guardrail is Required
Sta. 214+00 to Sta. 216+25.00
MAYFLOWER DRIVE Not to Scale
ODD FELLOWS ROAD
G
Sidewalk
2A(2)
2A(2)
G 4' Min Raised Medians, Std MS-1A
Sta. 251+81.66 to 254+81.26
Sta. 216+25.00 to 249+77.12
Sta. 251+81.66 to 252+86.92
Sta. 248+67.89 to 249+77.12
Sta. 200+14.25 to Sta. 203+00
H
H 5' Sta. 218+20 to Sta. 219+20
Sta. 103+74.72 to Sta. 105+50.00
Sta. 98+74.00 to Sta. 101+78.72
11 4" Hydraulic Cement Concrete, Class A3
6 6" Aggregate Base Material, Type 1, Size 21B
12 2" Asphalt Concrete, Type SM-9.5A
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Inset G
Inset G
Inset G
10 7" Aggregate Base Material, Type I, Size 21B
5 6" Asphalt Concrete Base Course, Type BM-25.0D+0.8
2 2" Asphalt Concrete, Type IM-19.0D
1.5" Asphalt Concrete, Type SM-9.5D
Inset F
INSET G
Shared Used Path
INSET F
Sidewalk
Inset G
5'
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S71°48'06"E
114.74'
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Ch. Bearing S50°12'12"E
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226.19
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400.00')
399.90'
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400.17'
400.00')
(S48°54'00"E
199.99'
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S52°52'24"E
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(S48°54'00"E
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342.90'
(S48°55'35"E
200.00'
200.00')
190.0
5'
209.9
1'
(S42°2
3'0
0"W
190.10')
S38°2
5'0
9"W
(S42°2
3'0
0"W
209.8
0')
S52°48'28"E
Ch. Distance 217.06
Ch. Bearing S43°56'47"E
686 .66R
1810.08 R
Ch. Distance 5
61.4
2
Ch. Distance S
18°3
2'2
7"W
Ch. Dista
nce 279.78
Ch. B
earin
g S37°5
2'4
2"W
2217.9R
1810.08
R
Ch. Dista
nce 425.2
0
Ch. B
earin
g S37°4
9'19
"W
Ch. Dista
nce 425.3
5)
(Ch. B
earin
g S41°2
9'E
Ch. Dista
nce 429.2
5
Ch. B
earin
g S37°5
9'4
4"W
(Ch. Dista
nce 429.75
Ch. B
earin
g S41°4
0'W)
(Ch. Dista
nce 279.70
Ch. B
earin
g S41°5
1'18"W)
Ch. Dista
nce 12
5.7
7
Ch. B
earin
g S49°17'0
6"W
Ch. Dista
nce 44.9
6
Ch. B
earin
g S59°5
0'0
2"W
446 R
446 R
Ch. Dist. 14
7.2
9
Ch. B
earin
g S52°0
3'5
9"W
Norfolk Southern Railr
oad
Rig
ht o
f
Way
Norfolk Southern Railr
oad
Rig
ht o
f
Way
GA
GA
GA
GA
Oil T
ank
Nite L
ight
Nite L
ight
129-18
58
Aep #
Fence
Edge of Water
Edge of Water
Step
s
Fence
Light P
ole
Parking Lot
Chain Link Fence
Chain Lin
k Fence
Veterin
aria
n Office
Conc. Bridge
Conc. Gutter
Conc. G
utte
r
Conc. W
alk
Handicap Ra
mp
Conc. P
ad
A1
A2
A3
A4
A5
A7
A8
A9
A6
A10
A11
A12
A13
A14
A15
A16
A17
INV OUT= 7
67.87
INV IN
= 768.38
INV OUT 762.84
INV IN 763.11
INV OUT 760.37
INV IN 760.56
INV OUT 769.41
INV IN 769.55
INV IN 769.80
Carroll A
ve.
Perkins St.
Odd Fellows Rd.
Odd Fellows Rd.
Guardrail
Guardrail
Chain Lin
k Fence
Chain Lin
k Fence
Metal G
ate Post
Metal R
ail F
ence
Diesel Fille
r Cap
Regular Fille
r Cap
Servic
e Pu
mps
9
10
3
4 5
6
8
11
12
13
7
8215
1B530
Woods
Woods
Woods
22" O
ak
24" O
ak
Gravel
Rip Rap
Rip Rap
Conc. Ditc
h
Conc. Ditc
h
Sign
Of CML Mini
stry Propert
ies, Inc." Date
d March 7, 19
94
"Plat Showing
ALTA/ACSM
Land Title
Survey Of Th
e Property
Taken From
Unrecorded P
lat By Hurt &
Proffitt, Inc
. Entitled
DB97 PG99
(Campbell Cou
nty)Area i
ncluded In A
.T. & T. Blank
et Easement
PLPL
P LP L
Z Z
RW Mon
P L
CM
L
Ministr
y Propertie
s, In
c." D
ate
d
March 7, 19
94
"Plat S
howin
g
ALT
A/
ACS
M
Land Title Survey Of The Property Of
Taken Fro
m
Unrecorded Plat B
y Hurt &
Proffitt, In
c. E
ntitle
d
DB292 P
G582 P
B15 P
G5 (C
ampbell C
ounty)
Re
main
der of Existin
g 60' Wid
e Ease
ment F
or Lynchburg
Gas Co.
Of C
ML
Ministr
y Propertie
s, In
c." D
ate
d
March 7, 19
94
"Plat S
howin
g
ALT
A/
ACS
M
Land Title Survey Of The Property
Taken Fro
m
Unrecorded Plat B
y Hurt &
Proffitt, In
c. E
ntitle
d
DB17
3
PG39 (C
ampbell C
ounty)
Centerlin
e Existin
g 60' A.T. &
T. E
ase
ment
346.98'
+06.14'
Conc. Flume
Brush
Brush
Rip Rap
VD
OT
Proj. 6
460-0
15-10
4, C
501
Existin
g Limite
d
Access
VD
OT
Proj. 6
460-0
15-10
4, C
501
Existin
g Limite
d
Access
VD
OT
Proj. 6
460-0
15-10
4, C
501
Existin
g
Rig
ht O
f
Way
T
F.O. Marker
Tel. P
ed. #
6
Tel. Ped. No #
Gas Witness Post
Guy
Wire
Elec. M
eter
PP
No #
Guy
Wire
Gas Witness Post
Gas Witness PostGas Test Station
PP
No #
T
S
S
3
3
SEE SHEET 11MATCH LINE STA.
12+50SEE SHEET 11
MATCH LINE STA. 2210+00SEE SHEET 11
MATCH LINE STA. 3211+00
SE
E
SH
EE
T 4
MA
TC
H
LIN
E
ST
A. 208+0
0
ROUTE 460
ODD FELLOWS ROAD
SEE SHEET 10
MATCH LINE STA. 24+00 SEE SHEET 10MATCH LINE STA. 3206+00
SEE SHEET 10MATCH LINE STA. 2205+00
Typical Sections 2A, 2A
2205
2206
2207
2208
2209
2210
3206
3207
3208
3209
PC 3209+77.58
3210
3211
24
25
26
PT 26+06.20
PI = 24+83.38
T = 123.02'
L = 245.84'
R = 2,500.00'
23+60.36PC =
PT = 26+06.20
10
PC 10+50.00
11
12PT 12+08.82
200
201
202
203
204
205
206
207
WE
ST
BO
UN
D
RO
UT
E 460
R=13'
R=13'
R=38'
R=38'
ODD FELLOWS ROAD
16'
16'12'
25'
12
3
8
5
2
8
STA. 204+00
BEGIN BRIDGE B-624
12
14
13
7
13
14
19'
STA. 114+25.00
BEGIN CONSTRUCTION TOP RIDGE ROAD
7
4
27'
29'
80'
12
1
50
51
52
53
Curve R1
PI = 50+60.00
DELTA = 90� 00' 00.00" (RT)
D = 95� 29' 35"
T = 60.00'
L = 94.25'
R = 60.00'
50+00.00PC =
PCC =50+94.25
Curve R2
PI = 51+54.25
DELTA = 90� 00' 00.00" (RT)
D = 95� 29' 35"
T = 60.00'
L = 94.25'
R = 60.00'
50+94.25PCC =
PCC =51+88.50
Curve R3
PI = 52+48.50
DELTA = 90� 00' 00.00" (RT)
D = 95� 29' 35"
T = 60.00'
L = 94.25'
R = 60.00'
51+88.50PCC =
PCC =52+82.74
112
113
114
115
116
117
118
119
PC
PTP
CC
PC
C
PCC
+25.00
ANGLE 90° LT.
PI 199+40 ODD FELLOWS
POT 116+47.17 TOP RIDGE ROADANGLE =90° RT.
POT 203+00 ODD FELLOWS
PI 26+56.20 RAMP A
ANGLE =90° RT.
POT 204+50.00 ODD FELLOWS
POT 2207+51.57 RTE. 460 EBL
ANGLE = 89° 58' 17" LT.
POT 206+29.63 ODD FELLOWS
POT 3208+57.56 RTE. 460 WBL
R3
R4
R1
R2
119
112
22103211
2205243206
82' R
175' R
100' R
88' R
ANGLE =90° RT.
POT 203+00 ODD FELLOWS
PI 10+00.00 RAMP B
USE PATHSHAREDPROP. 10'
RO
UT
E 460
EAS
TB
OU
ND
STA. 206+80
END BRIDGE B-624
USE PATHSHAREDPROP. 10'
118' R
348' R
USE PATHPROP. 10' SHARED
ODD FELLOWS ROAD
PO
T 19
9+4
0.0
0
200
201
202
203
204
205
206
207
208
208
TOP RIDGE ROAD7.65' RT. STA. 116+52.77 ROUNDABOUT CENTER
Curve R4
PI = 53+42.74
DELTA = 90� 00' 00.00" (RT)
D = 95� 29' 35"
T = 60.00'
L = 94.25'
R = 60.00'
52+82.74PCC =
PT = 53+76.99STA. 118+31.83
END CONSTRUCTION TOP RIDGE ROAD
14' PAVED SHOULDER
B1
Curve Ramp A A2
A2
W2
Lr = 59'
e = 2.6%
V = 35 MPH
3-5
3-1
3-2
3-3
3-4
ST
A. 2
00+5
0.0
0
BE
GIN
LIMIT
ED
AC
CE
SS
PR
OP. R/
W
LIMIT
ED
AC
CE
SS
LIN
E
PR
OP. R/
W
&
ST
A. 2
00+4
5.5
0
EN
D
LIMIT
ED
AC
CE
SS
Prop. Drain
age Per
m. E
ase
ment
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
\\pwdcs\p
wdcswrk\\34827\87105_16\O
FR-C
RD
Y-P
LN_003.dgn
16:39
10-D
EC-2
014
PROJECT MANAGER
SURVEYED BY
DESIGN SUPERVISED BY
DESIGNED BY Parsons Brinckerhoff (757) 466-1732
XXX-XXX-XXXX
XXX-XXX-XXXX
XXX-XXX-XXXX
460
9999-118-240
9999-118-240
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
Denotes Construction Limits in Cuts
Denotes Construction Limits in FillsF
C
Denotes Proposed Pavement
LEGEND
EASEMENT FOR COLUMBIA GAS
PROPOSED PERMANENT UTILITY
EASEMENT FOR CITY OF LYNCHBURG
PROPOSED PERMANENT UTILITY
JOINT USE UTILITY EASEMENT
PROPOSED PERMANENT VDOT
12
5
4
2
1
7
3
13
8
6
14
9
10
11
ST'D. MS-1A REQ'D
ST'D. CG-6 REQ'D
ST'D. MS-2 REQ'D
ST'D. CG-12, TYPE B REQ'D
ST'D. GR-2 REQ'D
ST'D. GR-9 REQ'D
ST'D. GR-11 REQ'D
SPECIAL DESIGN M.S.E WALL
PIPE TO BE REMOVED
DRAINAGE STRUCTURE TO BE REMOVED
PIPE TO BE ABANDONED AND PLUGGED
FENCE FE-11
GR-FOA-2 TYPE 1
GR-FOA-2 TYPE 2
1
3
2
Denotes Proposed Sidewalk or Apron
Denotes Proposed Entrances
OnlyFor Information
RFP PLANS
DATE: 12/11/2014
Metal P
ost
Metal P
ost
36" O
ak
Gravel
Gravel
Trailer
Post
Gravel
10"
Maple
16" Pin
e
Bollard
Post
Conc.
Asphalt
Asphalt
Asphalt
Ce
metery
Canopy
CanopyConc.
Conc.
Conc.
Du
mpster
Bollards (3)
# 310
61-Sty.
Br.
Bld
g.
No #1 Sty. Metal Bldg.
Shed
Wood#3
001
1 Sty. F
r.
Shed
Bric
k
P LP L
PL
PL
PL
PL
PL
Z
PL
PL
PL
Existing Right Of Way DB501 PG212
Existing Right Of Way DB501 PG212
Existing
Rig
ht
Of
Way D
B501 P
G212
Existing
Rig
ht
Of
Way D
B501 P
G212
Conc.
Open Storage
# 310
51-Sty.
Metal Bld
g.
Open Storage
Asphalt
Gravel
Asphalt
2.0'
C&
G
0.5' Curb
Conc. Walk
Conc.
Conc.
Ste
ps
Ste
ps
6' C. L. Fence
Fence
3'
Wire
6' Chain
Link Fenc
e
6'
Chain Lin
k Fence
6'
Chain Lin
k Fence
Woods
Woods
Brush
Foot
Path
Rip Rap
Rip Rap
Conc.
Witness Post
House
Well
Gravel
Gravel
Odd Fellows Road
Bldg. #3
0081-Sty. M
etal
4' CLF
Conc
Bld
g. N
o #
1-Sty. M
etal
T
W
T
T
Tel. P
ed. #0-6
0
LP No#
PP #15
3-3
1T
Tel. P
ed. #
Pole 05
Guy
Wire
Guy
Wire
Guy
Wire
Guy
Wire
WM
WM
WM
WVFH
WM
WM
WV
FH
WM
WM
H
Elec.
Meter
FH
WV
Elec. M
eter
EOI
PP # 12
9-B
4-2
788
PP # 12
9-7
012
Tel. Ped. #21-X-94PP # 15
3-3
14
Tel. P
ed. #25-X-4
2
PP # 12
9-3
514
PP # 12
9-B
4-2
799
PP
No #
Guy
Wire
PP #15
3-3
15
Tel. P
ed. #
27-X-9
2
PP #15
3-2
72
PP
No #
PP #15
3-12
5 (Ris
er) P
P # 12
9-B
4-2
789 (Ris
er)
Guy
Wire
2x60 Verizon #
No Id Aep #
129-b4-2799 Aep #
129-b4-2789 Aep #
21x94 Verizon #
153-314 Aep #
Water Line 8"
Water Line 12"
Water Line 12"
Water Line
Underground Telephone Line
Water Line
Sig
n (2)
Sig
n (2)
4
4
SE
E
SH
EE
T 3
MA
TC
H
LIN
E
ST
A. 208+0
0
SE
E
SH
EE
T 5
MA
TC
H
LIN
E
ST
A. 220+0
0
ODD FELLOWS ROAD
SEE SHEET 10MAT
CH LINE STA. 2
1+50
SEE SHEET 11
MATCH LINE STA. 12+50
Typical Sections 2A(2)
209
210
211
212
213
R=13'
R=13' R=38'
R=48'
1
1
16'12'
16'
25'
25'
25'
3
5
7
5
6
12
12
12
5
19'
10
PC 10+15.60
11
12
13
PT 13+38.70
27'
10
11
12
POT 12+33.77
4
R=3
0'
R=3
0'
1
1
S 12° 15' 00" E
S 61° 31' 16
" E
S 28° 2
8' 4
4" W
S 28° 2
8' 4
4" W
10
11
12
POT 12
+32.47
20
POT
20+65.12
PC
PT
PC
PT 20'
20'
20' R
20' R
45'
+81.13
ANGLE = 90° LT.
POT 213+07.82 ODD FELLOWS
PI 10+00.00 ENTR. #1 LT.
ANGLE = 90° LT.
POT 209+47.92 ODD FELLOWS
PI 10+00.00 RAMP C
ANGLE =90° LT.
POT 209+47.92 ODD FELLOWS
PI 24+03.30 RAMP D
ANGLE = 90° RT.
POC 12+60.75 ENTR. 2 RT.
/SW BASIN ENTR. #2
PI 10+00.00 TURNAROUND
ANGLE = 40° 43' 44" RT.
PI 20+00.00 SW BASIN ENTR.
POT 10+70.18 SW BASIN ENTR. #2
17'
17'
19'
100' 200'
28'
STA. 206+80
END BRIDGE B-624
USE PATHPROP. 10' SHARED
USE PATHPROP. 10' SHARED
2
SHOULDER6' PAVED
208
209
210
211
212
213
PC 213
+87.2
2214
215 216
PT 216
+64.3
2
217 218 219 220
PI = 215+25.80
T = 138.59'
L = 277.10'
R = 5,000.00'
213+87.22PC =
PT = 216+64.32
208
220
10
PC 10+73.39
11
12
22
PT 22+28.05
23
24
POT 24+03.30
PI = 12+01.23
T = 127.84'
L = 253.41'
R = 776.00'
10+73.39PC =
PT = 13+26.80
RA
MP
D
RA
MP
C
18'
18'
ODD FELLOWS ROAD
C1 ANGLE = 90° RT.
POT 213+70.56 ODD FELLOWS
PI 10+00.00 ENTR. #2 RT.
PROP. SIDEWALK
O1
D2
Curve Ramp C
C1
O1
Curve ODD FELLOWS RD.
Lr = 133'
e = 5.9%
V = 35 MPH
4-12
SW4
9
4-10
4-9
4-2
4-3
4-5
4-6
4-1
4-4
4-8
4-7
10
9
11-25
PROP. R/W
AC
CE
SS
LIN
E
PR
OP. LIMIT
ED
PR
OP. P
ER
M. D
RAIN
AG
E
EAS
E.
PROP. R/W
PROP. R/W
STA. 212+53.94
BEGIN LIMITED ACCESS
STA. 212+72.92
END LIMITED ACCESS
PROP. R/W
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
\\pwdcs\p
wdcswrk\\34823\87105_19\O
FR-C
RD
Y-P
LN_004.dgn
16:31
10-D
EC-2
014
PROJECT MANAGER
SURVEYED BY
DESIGN SUPERVISED BY
DESIGNED BY Parsons Brinckerhoff (757) 466-1732
XXX-XXX-XXXX
XXX-XXX-XXXX
XXX-XXX-XXXX
460
9999-118-240
9999-118-240
Denotes Construction Limits in Cuts
Denotes Construction Limits in FillsF
C
Denotes Proposed Pavement
LEGEND
EASEMENT FOR COLUMBIA GAS
PROPOSED PERMANENT UTILITY
EASEMENT FOR CITY OF LYNCHBURG
PROPOSED PERMANENT UTILITY
JOINT USE UTILITY EASEMENT
PROPOSED PERMANENT VDOT
12
5
4
2
1
7
3
13
8
6
14
9
10
11
ST'D. MS-1A REQ'D
ST'D. CG-6 REQ'D
ST'D. MS-2 REQ'D
ST'D. CG-12, TYPE B REQ'D
ST'D. GR-2 REQ'D
ST'D. GR-9 REQ'D
ST'D. GR-11 REQ'D
SPECIAL DESIGN M.S.E WALL
PIPE TO BE REMOVED
DRAINAGE STRUCTURE TO BE REMOVED
PIPE TO BE ABANDONED AND PLUGGED
FENCE FE-11
GR-FOA-2 TYPE 1
GR-FOA-2 TYPE 2
1
3
2
Denotes Proposed Sidewalk or Apron
Denotes Proposed Entrances
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
OnlyFor Information
RFP PLANS
DATE: 12/11/2014
Brush
Grass
Grass
24" Pin
e
Sig
n
Post
Sig
n
Sign
Sig
n
6'
CLF
Conc.
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Conc.
Sig
n
Fla
g Pole
Conc.
Asphalt
Asphalt
Asphalt
Asphalt
Conc.
Canopy
Canopy
Conc.
Conc. Conc.
Conc.
Conc.
Conc.
Conc.Conc.
Gravel
Ste
ps
Ste
ps
Ste
ps
Ste
ps
Conc.
Du
mpster
Sig
n
Sat. Dis
h
Fla
g Pole
Grass
24"
Oak
Grass
# 3116
1-Sty. Metal Bldg.
# 3110
2-Sty.
Metal/
Br.
Bld
g.
# 2915
Fr. Dwl.
1 Sty.
Shed
Wood
6"
Crape
Myrtle
6"
Crape
Myrtle
Co
mpany Rig
ht
Of
Way
100'
Appala
chia
n Power
DB501 PG212EasementSanitary and Storm S
ewer Existing City of Lync
hburg
PC1 SL
123Sewer Ea
sement
Existin
g Sanitar
y
Existing
Right Of Wa
y DB501
PG212
Existing
Right Of W
ay PCA SL
50 PG10
PL
PL
PL
PL
PL
PL
Existing Right Of Way DB501 PG212
Co
mpany Rig
ht
Of
Way
100'
Appala
chia
n Power
6" Crape
Myrtle (2)
&
Gravel
Broken
Asphalt
Of Conc. Ditch In This Area
Broken and Badly Eroded Sections
Open Stora
ge
Odd Fellows Road
Conc
Myrtle (2)
6"
Crape
DB501 P
G212
Sanitar
y & Storm Sew
er Esmt.
Existing City of L
ynchburg
# 310
91-Sty.
Metal Bld
g.
# 310
71-Sty.
Metal Bld
g.
State Ro
ute 128
Asphalt
Asphalt
&
Gravel
Asphalt
Broken
Asphalt
2.0'
C&
G
2.0'
C&
G
2.0'
C&
G
0.5' Curb
0.5' Curb
0.5' Cu
rb
Conc.
Walk
Conc.
Conc.
Conc.
Conc.
Conc.
Conc.
Ste
ps
Conc.
Ste
ps
Conc.
Ste
ps
Ste
ps
Rip Rap
Steps
Steps
Steps
Ste
ps
6'
Chain Lin
k Fence
8'
Chain Lin
k Fence
8' Chain Lin
k Fence
8' Chai
n Link Fe
nce
6'
Chain Lin
k Fence
Avalon Road
#3114
1-Sty.
Metal
Bld
g.
Conc.
Conc.
Sig
n
Gate Posts
Gate Posts
Sig
n
Asphalt
Asphalt
Conc. Ditch
Conc. Ditch
Conc. Ditch
Conc. Ditch
Conc. Ditc
h
Rip Ra
p
Rip
Rap
Rip Rap
DB501 P
G212
Sanitary
& Storm Sewer Esmt.
Existing City
of Lyn
chburg
Asphalt
Mayflowe
r Drive
Bradle
y Drive
Mayflo
wer Drive
# 31171-Sty. Metal Bldg
.
# 31151-Sty. Metal Bldg.
No #
Fr.1
Sty.
Shrubs
Grass
Woods
Edge of Water
Edge of Water
2' Conc. C&G
2' C
onc. C
&G
2' C
onc. C
&G
2' C
onc. C
&G
Control P
t. # 949
S
S
SS
S
S
S
S
S
T
T
T
T
T
W
T
WM
H
Water Vault
PIV
Tel. P
ed#9-8-2
Tel. P
ed
No #
FH
Hot
Box
WV
FH
Tel. P
ed. #0-6
0
FH
Guy
Wire
Guy
Wire
Guy
Wire
Guy
Wire
T
Tel. P
ed. #18
X32
Gas
Witness Post
Guy
Wire
WV (2)
WV
WM WV
Gas
Witness Post
LP #129-B4-2748
Flo
od Lig
ht (2)
Elec.
Meter
WM
PP #12
9-B
4-2
893
Guy
Wire
PP #129-B4-2868Guy Wire
PP #12
9-B
4-2
744
PP #12
9-B
4-2
745
PP #12
9-8
4-2
746
Guy
Wire
WV
PP
No #
PP
No #
PP # 12
9-B
4-2
788
Guy
Wire (2)
PP # 12
9-2
309-A
PP
No #
PP #12
9-B
4-2
787
PP # 79-1831
WM
PP #12
9-B
4-2
797
PP # 12
9-B
4-2
857
PP # 12
9-2
558
PP #12
9-B
4-2
295
PP #12
9-B
4-2
296
PP #129-2560
PP
No #
PP #12
9-B
4-2
747
#2
X65
Tel. P
ed.
Tel. P
ed.
No #
Tel. P
ed. #P1
Tel. P
ed. 13
X42
T
9 82 Verizon #
13x42 Verizon #
No Id Verizon #
No Id Aep #
443-46 Aep #
129-b4-2746 Aep #
129-b4-2745 Aep #
No Id Aep #
No Id
129-b4-2867 Aep #
129-b4-2868 Aep #
129-b4-2869 Aep #
129-b4-2787 Aep #
79-1831 Aep #
129-b4-2857 Aep #
18x32 Adelphia #
0-60 Verizon #
129-b4-2788 Aep #
No Id Aep #
13x42 Verizon #
Gas Line 2" PC
Water Line 12"
Water Line
Water Line
Water Line
Water Line
Water Line 8"
Overhead Electric Line
Overhead Electric Line
No Id Comcast
DB. 644 PG. 16
5
1.703 AC.
MIC
HEL R
EAL E
STATE PARTNERSHIP,
INST.# 0
50010831
1.721 A
C.
D. V
ANCE
DRIS
KILL,
WINIF
RE
D T. D
RIS
KILL
Parcel ID
115-01-0
06
Parcel ID
115-01-0
16
Sig
n
Sig
n
Sig
n
Sig
n
Sig
n (2)
Sig
n
Sig
n
5
5
SE
E
SH
EE
T 4
MA
TC
H
LIN
E
ST
A. 220+0
0
S
EE
SH
EE
T 6
MA
TC
H
LIN
E
ST
A. 229+0
0
ODD FELLOWS ROAD
Typical Section 2A(2)
ODD FELLOWS ROAD
220
221
PI 2
21+86.5
2
222
223
224
225
226
227
228
229
220
229
1
1
18'
18'
USE PATHPROP. 10' SHARED
PROP. SIDEWALK
BR
AD
LE
Y
DRIV
E
Existin
g 4
8" pipe
5-2 5-3
5-1
5-4
5-7
5-6
5-5
5-8
5-10
5-9
5-12
10
10
9
10 9
5-11
9
9
PROP. R/W
EXIST. R/W
EXIST. R/W
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
PROJECT SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
\\pwdcs\p
wdcswrk\\34823\87105_23\O
FR-C
RD
Y-P
LN_005.dgn
16:32
10-D
EC-2
014
PROJECT MANAGER
SURVEYED BY
DESIGN SUPERVISED BY
DESIGNED BY Parsons Brinckerhoff (757) 466-1732
XXX-XXX-XXXX
XXX-XXX-XXXX
XXX-XXX-XXXX
460
9999-118-240
9999-118-240
Denotes Construction Limits in Cuts
Denotes Construction Limits in FillsF
C
Denotes Proposed Pavement
LEGEND
EASEMENT FOR COLUMBIA GAS
PROPOSED PERMANENT UTILITY
EASEMENT FOR CITY OF LYNCHBURG
PROPOSED PERMANENT UTILITY
JOINT USE UTILITY EASEMENT
PROPOSED PERMANENT VDOT
12
5
4
2
1
7
3
13
8
6
14
9
10
11
ST'D. MS-1A REQ'D
ST'D. CG-6 REQ'D
ST'D. MS-2 REQ'D
ST'D. CG-12, TYPE B REQ'D
ST'D. GR-2 REQ'D
ST'D. GR-9 REQ'D
ST'D. GR-11 REQ'D
SPECIAL DESIGN M.S.E WALL
PIPE TO BE REMOVED
DRAINAGE STRUCTURE TO BE REMOVED
PIPE TO BE ABANDONED AND PLUGGED
FENCE FE-11
GR-FOA-2 TYPE 1
GR-FOA-2 TYPE 2
1
3
2
Denotes Proposed Sidewalk or Apron
Denotes Proposed Entrances
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
OnlyFor Information
RFP PLANS
DATE: 12/11/2014
10"
Hard
wood
# 3116
1-Sty. Metal B
ldg.
Shed
Wood
6" Crape
Myrtle
Existing Right Of Way PCA SL50 PG10
PL
PL
PL
Existing Right Of Way DB501 PG212Existing Right Of Way DB501 PG212
Asphalt
DB501 P
G212
Sanitary & Stor
m
Sewer Es
mt.
Existing City of Lynchburg
Stor
m
& Sanita
ry Sewer Easement
Ch. Distance 53
8.67
Ch. Bearing S50
°12'12"E
717.4
1R
Ch. Distanc
e 185.65
Ch. Bearing
S47°09'09"E
787.4
2R
GA
GA
GA
GA
1 - Sty. Brick Dwelling
#3217
Rose Bush
4" D
og
wood
36" W
hite Oak
16" W
hite Oak
Metal Sig
n Post
1 - Sty. Metal Bldg.
#3201
Charles L. Burton & Associates
1 - Sty. Brick Bldg.
Virginia Employment Commission
30" M
aple
Shrubs
12" C
herry
12" C
herry
4" C
herry
Scatte
red Trees
& Shrubs8" C
herry
3-8
" Cherry
1 - Sty. C.B. Bldg.
Overhang
4"C
edar
Shrub
8" M
aple
5-6
" Dog
woods
10" Pin
Oak
Shrubs 3-6
" Bradford Pears
Frame Shed
4" Pin
Oak
2-3
" Trees
Woods
Woods
Fence
Woods
0.5' C
onc. C
urb
2' C
onc. C
urb
0.5' Conc. Curb
2.5' C
onc.
C&G
2.5' Conc. C&G
2.5' Con
c. C&G
2.5' C
onc. C
&G
2.5' Co
nc. C&G
2.5' Con
c. C&G
2' C
onc. C
&G
0.5' C
onc. C
urb
2' C
onc. C&G
0.5' C
onc. C
urb
Control Pt. # 920
Control Pt. # 927Control Pt. # 928
Control Pt. # 934
Control Pt. # 937
Perkins St.
Odd Fellow
s Rd.
4' C
onc. Sid
ewalk
Conc. P
ad
W/
Ste
p
Gravel P
arkin
g Lot
4' C
onc. Sid
ewalk
Chain Lin
k Fence
Asphalt P
arkin
g Lot
Asphalt P
arkin
g Lot
4' C
onc. Sid
ewalk
4' C
onc. Sid
ewalk
Metal Sig
n
Bric
k
&
Metal Sig
n
Conc. P
ad
Asphalt P
arkin
g Lot
Metal G
ate Post
4
Ballard Posts
Conc. Ste
ps
Underground Str
ucture
Conc. P
ad8
Ballard Posts
Metal Ste
ps
Conc. P
ad
Asphalt P
arkin
g Lot
Asphalt P
arkin
g Lot
Conc. Ste