A DESIGN-BUILD PROJECT TECHNICAL PROPOSAL Odd Fellows … · A DESIGN-BUILD PROJECT TECHNICAL...

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

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



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

ERAp

prai

sal R

evie

w Sp

ecia

lists

VDOT

PRE

QUAL

IFIE

DRI

GHT-

OF-W

AY M

ANAG

ERTi

m C

opel

and,

Jr.

ENVI

RONM

ENTA

L CO

MPL

IANC

E M

ANAG

ERDo

c Ham

blen

Brid

ge S

uper

inte

nden

tM

ark

Hack

ney

QC M

ANAG

ERTo

mm

y Hal

l

QC IN

SPEC

TORS

NXL,

Inc.

AMRL

CER

TIFI

ED

TECH

NICI

ANS/

LAB

NXL,

Inc.

DESI

GN M

ANAG

ERDE

SIGN

QA/

QCDe

rek

Pipe

r, PE

, AIC

P

CONS

TRUC

TION

MAN

AGER

Darre

ll Su

lliva

n

QA IN

SPEC

TORS

AMRL

CER

TIFI

ED

TECH

NICI

ANS/

LAB

ECS

Mid

-Atla

ntic,

LLC

QA M

ANAG

ERJu

lie P

erko

ski,

PE

SAFE

TY M

ANAG

ERM

ike

Scot

t

DESI

GN-B

UILD

PR

OJEC

T M

ANAG

ERJu

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

EYEr

ic Ge

ntry,

LS

KEY P

ERSO

NNEL

D

IRECT

REPO

RTIN

G

COM

MUNI

CATIO

N

VD

OT AP

PROV

ED

PE

RSON

NEL C

HANG

ES



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



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


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



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



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



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



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



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



Coordinate with Communications company to design and relocate 3500 feetundergroundT/FOasnecessarytoavoidconflicts

UndergroundFiberOptic

OddFellowsRoadrunning west from MayflowerDr.inROWalong south side of Odd Fellows


Coordinate with Communications company to design and relocate 300 feetundergroundT/FOasnecessarytoavoidconflicts





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


Potentialconflictswithstormwater and anticipated relocation of other UG utilities along south side of OddFellowsRd.


2” Columbia Gas line

OddFellowsRoadwestfromMayflowerDr.LocatedinROWonsouthside of road

Potentialconflictswithstormwater


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







12” Water OddFellowsRoadrunning west from MayflowerDr.inROWalong south side of Odd FellowsRd.



SANITARYSEWER8” Sanitary Sewer OddFellowsRoadeast

fromMayflowerDr.LocatedinROWonnorthside of road

STA 220 – STA 226


Coordinate with City of Lynchburgtodesignandrelocate 600 feet 8” sanitary sewer as necessary to avoid conflicts

8” Sanitary Sewer OddFellowsRoadSTA238 to STA 241


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


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



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



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



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



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



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.



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





2 2" Asphalt Concrete, Type IM-19.0D

1.5" Asphalt Concrete, Type SM-9.5D

10

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_51\O

FR-C

RD

Y-T

YP_01.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

OnlyFor Information

RFP PLANS

DATE: 12/11/2014

1

2% 4:1 2:1 C

UT S

LOPE

2:1 FILL SLOPE5'

REQUIRED

WHERE

SIDEWALK

E

FF

F

E

2A(1)

2A(1)

Roundabout

50' for OddFellows Rd/ Mayflower Drive

Roundabout

OddFellows Rd/ Mayflower Drive

100' Central Island for

50 53+76.99

Sta. 20+00.00 to Sta. 25+02.65

Inset F

Inset G

31.83

Inset G

Inset G

9 10" Jointed Stamped Concrete Pavement with Dowels, Class A3





10

10

11 4" Hydraulic Cement Concrete, Class A3

6 6" Aggregate Base Material, Type 1, Size 21B

12 2" Asphalt Concrete, Type SM-9.5A

116

126

INSET G

Shared Used Path

INSET F

Sidewalk

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.





\\pwdcs\p

wdcswrk\\34823\87105_54\O

FR-C

RD

Y-T

YP_02.dgn

16:35

10-D

EC-2

014

PROJECT MANAGER

SURVEYED BY



XXX-XXX-XXXX

XXX-XXX-XXXX

XXX-XXX-XXXX

460

9999-118-240

9999-118-240

OnlyFor Information

RFP PLANS

DATE: 12/11/2014

1

21'-18'

Varies

21'-18'

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

116

126

Inset G

Inset G

Inset G





Inset F

INSET G

Shared Used Path

INSET F

Sidewalk

Inset G

5'

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.





\\pwdcs\p

wdcswrk\\34823\87105_57\O

FR-C

RD

Y-T

YP_03.dgn

17:32

10-D

EC-2

014

PROJECT MANAGER

SURVEYED BY



XXX-XXX-XXXX

XXX-XXX-XXXX

XXX-XXX-XXXX

460

9999-118-240

9999-118-240

ODDFELLOWS RD

ODDFELLOWS ROAD

RO

UT

E 460

RO

UT

E 460

RA

MP

A

RA

MP

D

RA

MP

B

RA

MP

C

TOP

RID

GE

RO

AD

ROAD ODDFELLOWS

DRIV

E

MAY F

LO

WE

R

RAIL

RO

AD

NO

RF

OL

K S

OU

TH

ER

N

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.





\\pwdcs\p

wdcswrk\\34823\87105_50\O

FR-C

RD

Y-P

LN_index.dgn

17:17

10-D

EC-2

014

PROJECT MANAGER

SURVEYED BY



XXX-XXX-XXXX

XXX-XXX-XXXX

XXX-XXX-XXXX

460

9999-118-240

9999-118-240

810.3

5

815.3

5

818.8

6

0.0

0100.0

0108.1

0

Conc.

Guardrail

Conc.

Conc.

Ce

metery

Conc.

Conc.

Ste

ps

Ste

ps

Ste

ps

Ste

ps

Cem

eter

y

PL

PL

PL

PL

PL

PL

PL

PL

PLPL

P LP L

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

Z

Z

Z Z

Z

Z

Z

Z

Z

Z

Z

PL

PL

PL

PL

PL PL

PL

PL

PL

PL

PL

PLPL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

Z

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

P L

PLP L

PL

PL

Z

2.0'

C&

G

2.0'

C&

G

2.0'

C&

G

2.0'

C&

G

2.0'

C&

G

2.5'

C&

G

2.5'

C&

G

Conc.

Walk

Conc.

Conc.

Conc.

Conc.

Conc. Walk

Conc.

Conc.

Conc.

Ste

ps

Ste

ps

Ste

ps

Conc.

Ste

ps

Conc.

Ste

ps

Ste

ps

Steps

Steps

Steps

Ste

ps

PL

Guardrail

Guardrail

Guardrail

Guardrail

Guardrail

Guardrail

Guardrail

Guardrail

Guardrail

Guardrail G

uardrail

Guardrail

Well H

ouse

Cin

der Block

House

Well

Conc.

House

Well

Brick

2

S71°48'06"E

114.74'

(S69°15'56"E

114.74')Sanitary Sew

er Easem

ent

10' Storm

Drainage E

asem

ent

Storm

& Sanitary S

ewer E

asem

ent

Ch. Distance 538.67

Ch. Bearing S50°12'12"E

717.4

1R

Ch. Distance 185.65


787.4

2R

S38°2

4'5

8"W

299.9

3

S38°2

3'18

"W

300

S52°56'14"E

S38°2

3'18

"W

199

S38°2

5'2

1"W

210

S52°50'49"E

S52°50'49"E

226.19

(S48°54'00E

400.00')

399.90'

(S48°54'00"E

400.17'

400.00')

(S48°54'00"E

199.99'

200.00')

S52°52'24"E

S52°52'24"E

S38°2

5'0

9"W

(S48°54'00"E

342.90'

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


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 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


PROJECT SHEET NO.





\\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



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


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

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.


PI 10+00.00 ENTR. #1 LT.

ANGLE = 90° LT.


PI 10+00.00 RAMP C

ANGLE =90° LT.


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



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.


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


PROJECT SHEET NO.





\\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



XXX-XXX-XXXX

XXX-XXX-XXXX

XXX-XXX-XXXX

460

9999-118-240

9999-118-240



C


LEGEND







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. GR-2 REQ'D

ST'D. GR-9 REQ'D

ST'D. GR-11 REQ'D


PIPE TO BE REMOVED



FENCE FE-11

GR-FOA-2 TYPE 1

GR-FOA-2 TYPE 2

1

3

2



REFERENCES



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


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'


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


PROJECT SHEET NO.





\\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



XXX-XXX-XXXX

XXX-XXX-XXXX

XXX-XXX-XXXX

460

9999-118-240

9999-118-240



C


LEGEND







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. GR-2 REQ'D

ST'D. GR-9 REQ'D

ST'D. GR-11 REQ'D


PIPE TO BE REMOVED



FENCE FE-11

GR-FOA-2 TYPE 1

GR-FOA-2 TYPE 2

1

3

2



REFERENCES



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

A DESIGN-BUILD PROJECT TECHNICAL PROPOSAL Odd Fellows … · A DESIGN-BUILD PROJECT TECHNICAL...

Documents

Transcript of A DESIGN-BUILD PROJECT TECHNICAL PROPOSAL Odd Fellows … · A DESIGN-BUILD PROJECT TECHNICAL...