TRAFFIC CONTROL DEVICE PLANS

Transcription

1 12:45:10 PM t (01).dgn MNGER J. K. Rose (540) (ulpeper District) SURVEYED Y Michael. Mauro (540) (ulpeper District) DESIGN SUPERVISED YSaeed Sayyar P.E. (804) (entral Office) DESIGNED Y D. K. Tingler (804) (entral Office), (1) DESIGN FETURES RETING TO ONSTRUTION OR TO REGUTION ND ONTRO OF TRFFI MY E SUJET TO HNGE S DEEMED NEESSRY Y THE DEPRTMENT GENER NOTES EGEND INDEX OF SHEETS Sheet No.: Sheet Description: 1. ONDUITS SHOWN ON THESE PNS RE DIGRMMTI ND TU ONDUIT RUNS SH E MODIFIED S FIED ONDITIONS WRRNT. MODIFITIONS TO THE ONDUIT RUNS SH E PPROVED Y THE ENGINEER ND SHOWN ON THE S-UIT PNS. OTION OF POE OFFSET Sta , Rte. onst. See Detail Sheet 7(1) Index of Sheets, General Notes & egend 7(1)1-7(1)4 Insertable Sheets 7(2) Summary of Quantities 2. THE ONTRTOR SH MKE EVERY EFFORT TO VOID INSTING ONDUIT ND 7(2)1-7(2)2 Pole ocation Details JUNTION OXES IN OTIONS THT ONFIT WITH THE PROPOSED NDSPING PN, WHEREVER ONDITIONS PERMIT. REKWY SUPPORT SYSTEM REQ D. 7(2) 7(3) - 7(5) Panel oard & uminaire Details ighting Plans 3. ERTIN UTIITIES WITHIN THE VIINITY OF THIS ONTRT RE RE SHOWN ON THE UMINIRE RM ENGTH THE PNS. THE UTIITIES SHOWN RE NOT GURNTEED TO E OMPETE OR MOUNTING HEIGHT URTEY OTED. THE ONTRTOR IS RESPONSIE FOR OTING EXISTING UTIITIES ND NY SSOITED WORK EFORE PROEEDING WITH THE INSTTION OF MP TYPE ED W THE SYSTEM. SERVIE OTION S ONDUITS SH E INSTED WITH RDIUS OFFSETS THT ONFORM TO NE STNDRDS IRUIT NO. WHEN YPSSING DRINGE INETS, MNHOES, ND OTHER OSTRUTIONS. EG 5. UNDERGROUND ONDUITS SH E SOPED TO DRIN TO JUNTION OXES OR MNHOES. IF THIS NNOT E OMPISHED, THEY SH E PROVIDED WITH DRINGE TEES T THE OW POINTS OF ONDUIT RUNS. DRINGE TEES SH E SHOWN ON THE S-UIT PNS. UMINIRE, IGHT POE & FOUNDTION ONVENTION UMINIRE, 6. ES ND ONDUTORS IN JUNTION OXES, MNHOES ND EQUIPMENT ENOSURES SH E PROVIDED WITH INDIVIDU TGS (SMPES OF TGS ND MRKINGS SH E SUMITTED FOR PPROV). TGS FOR POWER ONDUTORS SH E IDENTIFIED S "POWER" WITH IRUIT ND SERVIE PNE NUMER. POE & RM 7. WIRING SH TERMINTE IN ONTRO PNES WITH INSUTED UGS ND E PROPERY EED, ONFORMING TO WIRING DIGRMS FURNISHED Y THE ONTRTOR. 8. THE ONTRTOR SH FURNISH ND INST N EQUIPMENT GROUNDING ONDUTOR (EG) IN NON- METI OR NON-ONDED ONDUIT. THE MINIMUM EQUIPMENT GROUNDING ONDUTOR SIZE FOR EH ONDUIT SH E THE SME SIZE S THE RGEST ONDUTOR INDITED ON THE PNS FOR POE THT PRTIUR ONDUIT RUN. IN ORDNE WITH THE SPEIFITIONS, THE EQUIPMENT GROUNDING ONDUTOR INSTED IN NON-METI OR NON-ONDED ONDUIT IS INIDENT TO THE OST OF THE ONDUIT, WHERE NO DDITION PYMENT WI E MDE. J3 PROP. JUNTION OX J-S3 WITH OR & "EE" ETTERS ON OVER 9. ONDUTORS IN JUNTION OXES, MNHOES, ND EQUIPMENT ENOSURES SH J2 PROP. JUNTION OX J-S2 WITH OR E NETY RRNGED ND ED WITH PPROVED E TIES. & "EE" ETTERS ON OVER 10. JUNTION OXES ND MNHOES SH E PROVIDED WITH MENS FOR DRINGE. W-1 SE-8 EETRI SERVIE & ONTRO ENTER 11. RES ROUND INETS, JUNTION OXES, ND MNHOES ON SOPES SH E GRDED S PPROVED Y THE ENGINEER. ONDUIT 12. THE ONTRTOR SH E RESPONSIE TO RETURN DISTURED RES, NDSPING (TREES, SHRUS, FOWERS, ET. ) ND FENING TO THEIR ORIGIN T OMPETION ORED ONDUIT OF WORK. DISTURED RES SH E SEEDED IN ORDNE WITH SETION 603 ND PNTED IN ORDNE WITH SETION 605 OF THE SPEIFITIONS ND OSTS FOR THIS WORK SH E INUDED IN THE PRIE ID FOR OTHER ID ITEMS. NO SEPRTE PYMENT WI E MDE. INDITES PROPOSED ONDUIT & 13. THE ONTRTOR SH OORDINTE EETRI SERVIE WITH THE ENGINEER ND ONDUTOR ES THE O POWER OMPNY. - 3 #8 14. THE UMINIRES SUPPIED FOR THIS SH PRODUE MINIMUM VERGE IUMINNE OF 1.5 (F..) FOOT NDES ND N VERGE -TO- MINIMUM UNIFORMITY RTIO OF 1 #8 EG 3:1 OR ETTER WHEN UTED USING ED, TYPE III, UG RTING 3-U0-G3 UMINIRES ND IGHT OSS FTOR OF 0.85, MOUNTED S INDITED ON THE PNS.. THE ONTRTOR SH FIED VERIFY EXISTING POWER SERVIE OTIONS ND IRUITS PRIOR TO DEMOITION. IF THERE WI E NY IMPT TO OTHER POWERED OMPONENTS THE ONTRTOR MUST NOTIFY THE ENGINEER IMMEDITEY. 16. GROUND MOUNTED STNDRDS SH E FURNISHED WITH MNUFTURER S TRNSFORMER SES. TRFFI ONTRO DEVIE PNS PN INDEX, GENER NOTES & OTION ND DESIGN DIVISION TRFFI ENGINEERING 1401 EST ROD STREET RIHMOND, V EGEND FUVNN OUNTY 7(1)

2 t (01a)1.dgn 12:46:07 PM MNGER J. K. Rose (540) (ulpeper District) SURVEYED Y Michael. Mauro (540) (ulpeper District) DESIGN SUPERVISED Y Saeed Sayyar P.E. (804) (entral Office) DESIGNED Y D. K. Tingler (804) (entral Office) DESIGN FETURES RETING TO ONSTRUTION OR TO REGUTION ND ONTRO OF TRFFI MY E SUJET TO HNGE S DEEMED NEESSRY Y THE DEPRTMENT FEDER ID, (1)1 J-S1, S2, S3 OVER DETI NON-SKID SURFE VDOT EE ONRETE OR SS 3 IFT RING OR SOT SETION - TOP VIEW 1 8" GROUND INE NUT OMPTED SOI ROUND SIDES OF OX NOTES: GROUNDING EETRODE OPEN OTTOM #68, #78, #8 GGR. PED UNDER ENTIRE OTTOM OF OX SETION VIEW 1 J-HOOK WIRE SUPPORT 6" EOW TOP STNDRD DIMENSIONS J-S1 1 24" J-S2 17" 30" J-S3 24" 36" 18" ONDUIT ENTRNE JUNTION OXES MY E STRIGHT OR FRED W IN DESIGN. MTERIS SH ONFORM TO SETION 238 OF THE ROD & RIDGE SPEIFITIONS. E ENDS SH E INSTED ON THE ENDS OF PV ONDUITS. GROUNDING USHINGS SH E INSTED ON THE ENDS OF MET ONDUITS. E ENDS ND USHINGS SH E PUGGED TO PREVENT MOISTURE ND RODENT ENTRY. DEPTH OF ONDUIT ENTRNE FOR USE OF MGNETI DETETORS SH E IN ORDNE WITH STNDRD TD-2. ONDUIT ENTRNES SH E OTED S SHOWN ON THE PNS. THE OVER SH HVE NON-SKID SURFE WITH ETTERS ST IN THE DEPRESSION ON TOP. THE ETTERS "VDOT EE", "VDOT TRF", "VDOT OMM" OR UTIITY S PPIE RE TO E 1" WIDE. OVERS USED FOR JUNTION OXES INSTED WITHIN MUNIIPITIES ND NOT MINTINED Y VDOT SH NOT REQUIRE THE VDOT REFERENE. TWO REESSED " S.S. HEX HED OTS RE REQUIRED FOR EH OVER. MINIMUM DIMETER ONDUIT ENTRNE IS REQUIRED, UNESS OTHERWISE SPEIFIED ON THE PNS. J-HOOK WIRE SUPPORTS SH E SEUREY TTHED TO THE JUNTION OX WITH OT ND NUT WITH NEOPRENE WSHER OR N EXPNSION FITTING. ONDUITS SH EXTEND TO MX. INTO THE INSIDE W OF THE JUNTION OX. THE JUNTION OX MY E TWO PIEE DESIGN WITH THE TOP SETION NO ESS THN 17" IN DEPTH. VOIDS RESUTING FROM ENTRNE OF ONDUITS INTO JUNTION OXES SH E OMPETEY FIED WITH N PPROVED MTERI. JUNTION OXES SH E INSTED WITH GROUNDING EETRODE SPEIFITION REFERENE JUNTION OX FOR NON-DEIERTE TRFFI USE VIRGINI DEPRTMENT OF TRNSPORTTION ROD ND RIDGE STNDRDS REVISION DTE SHEET 1 OF NEW 6//09 SPEI DESIGN SETION DRWING NO. IIS13_37 PN NO. FIE NO. 7(1)1

3 t (01a)2.dgn 12:47:00 PM MNGER J. K. Rose (540) (ulpeper District) SURVEYED Y Michael. Mauro (540) (ulpeper District) DESIGN SUPERVISED YSaeed Sayyar P.E. (804) (entral Office) DESIGNED Y D. K. Tingler (804) (entral Office) DESIGN FETURES RETING TO ONSTRUTION OR TO REGUTION ND ONTRO OF TRFFI MY E SUJET TO HNGE S DEEMED NEESSRY Y THE DEPRTMENT FEDER ID, (1)2 EI-1 NOTES: PROPOSED PVEMENT FINISHED GRDE FINISHED GRDE ONTRTOR SH INST 4" MINIMUM TO 6" MXIMUM WIDE RED PSTI OTOR TPE 6" TO 8" OTOR TPE OTOR TPE EOW FINISHED GRDE ND DIRETY OVE URIED ONDUIT OR ONDUTOR ES, EXEPT UNDER PVEMENT. ONDUIT INSTED UNDER EXISTING OR PROPOSED 18" MIN. OMPTED KFI 18" OMPTED KFI 18" OMPTED KFI RODWYS FOR DIRET URIED ES SH EXTEND 24" EYONDTHE PVED SURFE ND/OR SIDEWK. WHERE ONDUIT FOR POWER ND ONDUIT FOR OMMUNITION RE TO E INSTED IN OSE PROXIMITY TO EH OTHER, ONDUITS SH E PED PRE IN OMMON TRENH WITH NO ESS THN 6" OF SEPRTION SEPRTION ETWEEN ONDUIT SYSTEMS. KFI MTERI EOW THIS EVE SH E SNDY FI (FREE OF NY STONES, INDERS, WOOD, ROOTS, DERIS, ET.) ONE OR MORE ONDUITS. DIRET URI NONMETI OR ONE OR MORE ONDUTOR ES. NONMETI OR MET ONDUIT ONDUTOR E MET ONDUIT OFFSETTING OF ONDUIT MY E USED FOR TIEING INTO EXISTING ONDUIT SYSTEMS OR YPSSING OSTRUTIONS NON - PVEMENT ND PROPOSED PVEMENT RE INSTTION S DIRETED Y THE ENGINEER. WHEN OFFSETTING ONDUIT TO YPSS N OSTRUTION, THE ONDUIT SH MINTIN MINIMUM ERNE OF 1 EI-2 FROM THE OSEST POINT OF THE OSTRUTION. EXISTING PVEMENT PVEMENT SH E RESTORED IN ORDNE WITH THE ONTRT PROVISIONS. 18" MIN. OMPTED KFI ED ONDUIT INE D ONDUIT INE 8 x D D = WIDTH OF OFFSET NONMETI OR MET ONDUIT EXISTING PVEMENT RE INSTTION METHOD OF OFFSETTING ONDUIT ROD ND RIDGE STNDRDS EETRI ONDUIT ND ONDUTOR E SPEIFITION REFERENE SHEET 1 OF 1 REVISION DTE UNDERGROUND INSTTION VIRGINI DEPRTMENT OF TRNSPORTTION NEW 6//09 SPEI DESIGN SETION DRWING NO. IIS13_38 PN NO. FIE NO. 7(1)2

4 12:47:58 PM t (01a)3.dgn MNGER J. K. Rose (540) (ulpeper District) SURVEYED Y Michael. Mauro (540) (ulpeper District) DESIGN SUPERVISED Y Saeed Sayyar P.E. (804) (entral Office) DESIGNED Y D. K. Tingler (804) (entral Office), (1)3 DESIGN FETURES RETING TO ONSTRUTION OR TO REGUTION ND ONTRO OF TRFFI MY E SUJET TO HNGE S DEEMED NEESSRY Y THE DEPRTMENT 7(1)3

5 12:50:57 PM t (01a)4.dgn MNGER J. K. Rose (540) (ulpeper District) SURVEYED Y Michael. Mauro (540) (ulpeper District) DESIGN SUPERVISED Y Saeed Sayyar P.E. (804) (entral Office) DESIGNED Y D. K. Tingler (804) (entral Office), (1)4 DESIGN FETURES RETING TO ONSTRUTION OR TO REGUTION ND ONTRO OF TRFFI MY E SUJET TO HNGE S DEEMED NEESSRY Y THE DEPRTMENT 7(1)4

6 12:53:29 PM t (02).dgn MNGER J. K. Rose (540) (ulpeper District) SURVEYED Y Michael. Mauro (540) (ulpeper District) DESIGN SUPERVISED YSaeed Sayyar P.E. (804) (entral Office) DESIGNED Y D. K. Tingler (804) (entral Office), (2) SUMMRY OF QUNTITIES DESIGN FETURES RETING TO ONSTRUTION OR TO REGUTION ND ONTRO OF TRFFI MY E SUJET TO HNGE S DEEMED NEESSRY Y THE DEPRTMENT TD Discipline Summary Notes Item Description 8 onductor able oncrete Foundation F-1Type ighting Pole P ighting Pole P ighting Pole P ighting Pole P Electrical Service SE-8 Type ontrol enter W-1Type uminaire, Pole Mounted ED Junction ox J-S2 Junction ox J-S3 Electrical Service Grounding Electrode (10 ) onduit ored onduit Trench Excavation EI-1 ITEM NO. UNIT F..F..F..F. 7(3) (4) (5) TOT SUMMRY NOTES TRFFI ONTRO DEVIE PNS OTION ND DESIGN DIVISION TRFFI ENGINEERING 1401 EST ROD STREET RIHMOND, V SUMMRY OF QUNTITIES FUVNN OUNTY 7(2)

7 12:54:17 PM t (02a)1.dgn MNGER J. K. Rose (540) (ulpeper District) SURVEYED Y Michael. Mauro (540) (ulpeper District) DESIGN SUPERVISED YSaeed Sayyar P.E. (804) (entral Office) DESIGNED Y D. K. Tingler (804) (entral Office), (2)1 DESIGN FETURES RETING TO ONSTRUTION OR TO REGUTION ND ONTRO OF TRFFI ORHED UMINIRE ORHED UMINIRE MY E SUJET TO HNGE S DEEMED RM ENGTH RM ENGTH NEESSRY Y THE DEPRTMENT ON PNS ON PNS VDOT ocation & Design Richmond, Virginia TRFFI ENGINEER POE, P-1 ESS DOOR OR HNDHOE TRNSFORMER SE IGHT POE FOUNDTION F-1, TYPE FE OF POE 10 MOUNTING HEIGHT ON PNS RTE. South POE OTION DETI "" NOT TO SE MOUNTING HEIGHT ON PNS FE OF 10 POE POE, P-1 ESS DOOR OR HNDHOE TRNSFORMER SE IGHT POE FOUNDTION F-1, TYPE ORHED UMINIRE Roundabout MOUNTING HEIGHT ON PNS RM ENGTH ON PNS FE OF POE POE, P-1 ESS DOOR OR HNDHOE TRNSFORMER SE ORHED UMINIRE RM ENGTH ON PNS IGHT POE FOUNDTION F-1, TYPE 3 Roundabout MOUNTING HEIGHT ON PNS FE OF POE POE, P-1 ESS DOOR OR HNDHOE TRNSFORMER SE POE OTION DETI "" NOT TO SE Shared Use Path 3 TRFFI ONTRO DEVIE PNS IGHT POE POE OTION DETI "" FOUNDTION F-1, TYPE OTION ND DESIGN DIVISION TRFFI ENGINEERING POE OTION DETIS FUVNN OUNTY NOT TO SE 1401 EST ROD STREET RIHMOND, V (2)1

8 12:55:06 PM t (02a)2.dgn MNGER J. K. Rose (540) (ulpeper District) SURVEYED Y Michael. Mauro (540) (ulpeper District) DESIGN SUPERVISED YSaeed Sayyar P.E. (804) (entral Office) DESIGNED Y D. K. Tingler (804) (entral Office), (2)2 ORHED UMINIRE RM ENGTH ON PNS DESIGN FETURES RETING TO ONSTRUTION OR TO REGUTION ND ONTRO OF TRFFI MY E SUJET TO HNGE S DEEMED NEESSRY Y THE DEPRTMENT VDOT ocation & Design Richmond, Virginia RTE. 53 MOUNTING HEIGHT ON PNS FE OF POE POE, P-1 ESS DOOR OR HNDHOE TRNSFORMER SE ORHED UMINIRE TRFFI ENGINEER RM ENGTH ON PNS POE OTION DETI "E" NOT TO SE 1 Sidewalk RTE. North MOUNTING HEIGHT ON PNS FE OF POE POE, P-1 ESS DOOR OR HNDHOE TRNSFORMER SE ORHED UMINIRE RM ENGTH ON PNS 3 IGHT POE FOUNDTION F-1, TYPE RTE. 53 MOUNTING HEIGHT ON PNS FE OF POE POE, P-1 ESS DOOR OR HNDHOE TRNSFORMER SE POE OTION DETI "D" NOT TO SE 10 IGHT POE FOUNDTION F-1, TYPE TRFFI ONTRO DEVIE PNS POE OTION DETIS POE OTION DETI "F" OTION ND DESIGN DIVISION TRFFI ENGINEERING FUVNN OUNTY NOT TO SE 1401 EST ROD STREET RIHMOND, V (2)2

9 12:56:04 PM t (02b).dgn MNGER J. K. Rose (540) (ulpeper District) SURVEYED Y Michael. Mauro (540) (ulpeper District) DESIGN SUPERVISED YSaeed Sayyar P.E. (804) (entral Office) DESIGNED Y D. K. Tingler (804) (entral Office), (2) DESIGN FETURES RETING TO ONSTRUTION OR TO REGUTION ND ONTRO OF TRFFI MY E SUJET TO HNGE S DEEMED NEESSRY Y THE DEPRTMENT SERVIE OTION NO. STNDRD TYPE VOTGE EETRI SERVIE SFETY SWITH MPERGE FUSE MPERGE ONTRO ENTER WIRING ONTTOR W-1 VOTGE TYPE MPERGE VDOT ocation & Design Richmond, Virginia TRFFI ENGINEER 1 SE-8 240/ PNE ORD SHEDUE MPERGE MPERGE OD DESRIPTION WIRE SIZE RKR. MPS OD MPS IRUIT NUMER 1 2 IRUIT NUMER OD MPS RKR. MPS WIRE SIZE OD DESRIPTION PHOTOE IGHT IGHT IGHT ED ORHED UMINIRE IGHT SPRE SPRE 7 8 SPRE IMING POINT 100 DISTNE FROM ENTER OF UMINIRE Street Side House Side DISTNE FROM ENTER OF UMINIRE ISOFOOTNDE DIGRM * PPROX. 260 WTT & 23, 700 UMEN, ED UMINIRE SSIFITION TYPE III, UG RTING 3-U0-G3 40-FT MOUNTING HEIGHT N.T.S. * ISOFOOT NDE DIGRM REPRESENTS THE UMINIRE IUMINTION PTTERN WITH IGHT OSS FTOR OF TRFFI ONTRO DEVIE PNS OTION ND DESIGN DIVISION TRFFI ENGINEERING 1401 EST ROD STREET RIHMOND, V PNE ORD SHEDUE & UMINIRE DETIS FUVNN OUNTY 7(2)

10 48 Std. PE-1Type IV Req d Match Eisting (-1.98% Grade) 03/14/ :56:51 PM t (03).dgn MNGER J. K. Rose (540) (ulpeper District) SURVEYED Y Michael. Mauro (540) (ulpeper District) DESIGN SUPERVISED YSaeed Sayyar P.E. (804) (entral Office) DESIGNED Y D. K. Tingler (804) (entral Office), (3) - 2 #8 1 #8 EG DESIGN FETURES RETING TO ONSTRUTION OR TO REGUTION ND ONTRO OF TRFFI MY E SUJET TO HNGE S DEEMED NEESSRY Y THE DEPRTMENT Sta , Rte. S. onst. See Detail ""Sheet 7(2)1 VDOT ocation & Design Richmond, Virginia TRFFI ENGINEER (R= = ) (R= = ) ED W S Prop. Paved Shoulder St d G-7 Req d Route it. onc. 108 James Madison Highway Ex. 0 VEPO Esmt. D 64 PG 481 Ex. 20 East oast Transport, Inc. Temporaryonstruction Esmt. D 814 PG James Madison Highway(Route ) - Surveyaseline IRF onc. Mon. w/ Disk # IRF ( ) Shoulder James Madison Highway IRF Route it. onc. T Tele. Ped. #12964 #G1-7 P Post = "Rt. PI Gate Utility Pole Post 307 # G051M6 Route Southonstr. ase ine urve S_R-1 PI = T = = R = 1, P = PT = E =Existing V=Existing 308 F PT ( ) Mixed Smal Hardwoods /Pines/ edars it. onc. Rte Southonstr P Prop. Paved Shoulder St d Rad. G-7 Req d Route Southonstr. ase ine St d G-7 Req d St d MS-2 (G-2) Req d Mixed Smal Hardwoods /Pines/ edars F 312 PI St d G-7 Req d St d Rad. G-7 Req d Match ine Sheet 7(4) Station Rte. (South of Roundabout) (R= = ) (R= = ) Mixed Smal Hardwoods /Pines/ edars Water Valve Water Witness Post Ex. 0 VEPO Esmt. D 64 PG 481 Inv. In (a) = Inv. In (b) = Inv. Out (a) = Inv. Out (b) = (2) In Pl "MP (2) onc. Endwa l 18"MP (a) 18"MP (b) REFERENES ( PN ND DETI SHEETS) SE TRFFI ONTRO DEVIE PNS Roadway Plan Sheet 3 PN OTION ND DESIGN DIVISION TRFFI ENGINEERING FUVNN OUNTY 1401 EST ROD STREET RIHMOND, V (3)

11 12:57:38 PM t (04).dgn MNGER J. K. Rose (540) (ulpeper District) SURVEYED Y Michael. Mauro (540) (ulpeper District) DESIGN SUPERVISED YSaeed Sayyar P.E. (804) (entral Office) DESIGNED Y D. K. Tingler (804) (entral Office), (4) egin Proj., RW201 PI = "Rt. DESIGN FETURES RETING TO ONSTRUTION OR TO REGUTION ND ONTRO OF TRFFI MY E SUJET TO HNGE S DEEMED NEESSRY Y THE DEPRTMENT Sta , = "Rt. PI Match ine Sheet 7(3) Station Rte. (South of Roundabout) Rte. S. onst. See Detail ""Sheet 7(2)1 St d E-2 W=8 D=0.6 Req d (R= ) St d G-7 Req d egin onnection Rte Shoulder (R= = ) (R= = ) urve S_R-2 PI = POT Rte S PO /53 R =578 60"RT ED W S Ex. Permanent UtilityEsmt. For entral Virginia Electric ooperative Per VDOT Project # V04, RW-201, -501 St d E-2 W=8 Rte Southonstr. St d Rad. G-7 Req d Sta , Route Southonstr. ase ine See Detail "F"Sheet 7(2)2 Project V04 St d E-2 W=8 D=0.5 Req d D=0.7 Req d Project V04 St d MS-2 (G-2) Req d St d D-2 Req d St d UD-4 Req d 4-1 egin Proj., RW201 J2 Rte. 53 onst. Rte. SouthST J St d 12 FE-G Req d POT ED W E S " % Grade St d UD-4 Req d PT St d PE-1, Type I Req d TR " Entrance onstr " St d E-2 W=12 D=0.4 Req d St d Rad. G-7 Req d Std. G-7 Req d P Project V04 PT PT F St d Rad. G-7 Req d St d G-7 Req d Mod. Rad G-3 Req d P TR F PT St d Rad. G-7 Req d PO PI "M Pipe ED W S Inv. = it. onc Route it. onc. Gate "M Pipe Inv. = Post James Madison Highway arbed Wire 18" Utility Pole # D0 3 T 18 Surveyaseline Thomas Jefferson Parkway Route 53 James Madison Highway(Route ) TR St d UD-4 Req d RTE 53 onstr. St d Rad G-2 Req d Matchine Sheet 7(5) Station onn. Rte. 53 St d GR-9 Req d (Powder oated) 3 POT it. onc D Metal Guardrail St d UD-4 Req d St d E-3, Type W=4 St d E-3, Type D=0.7 Req d POT St d Rad GR-2 Req d (Powder oated) St d Rad. G-7 Req d Prop. RW W=4,D=0.6 Req d onc. Walk Roundabout onstr ENTRNE G-11 Rt. of ROUNDOUT Shrubs Shrubs 119 Metal Guardrail S St d MS-1 (G-2) Req d St d MS-1 (G-2) Req d Thomas Jefferson Parkway (Route 53) - Survey aseline St d G-7 Req d St d Rad. G-7 Req d St d Rad. G-7 Req d Metal Guardrail " Per VDOT Project # D 750 PG Shared Use Path Project V04 POT Rte 53 St d GR-2 Req d (Powder oated) ED S Sta , St d Rad. G-7 Req d Remove Existing Guardrail PO /53 R =9128 1RT St d Rad. G-3 Req d See Detail ""Sheet 7(2)1 ED W S D 4-17 onc. Walk " 4-14 Ex. Permanent UtilityEsmt. For entral Virginia Electric ooperative V04, RW-201, St d 4"4:1EW-12 Req d Roundabout onst. Sta , T =2.61 = R =72.00 See Detail ""Sheet 7(2)1 J2 J Roundabout onst. St d GR-11 Req d (Powder oated) 120 St d G-3 Req d RTE Northonstr. P F Shrubs St d Rad. G-3 Req d Metal Guardrail VDOT ocation & Design Richmond, Virginia TRFFI ENGINEER 53 urve 53_R-1 PI = T = = R = P = Rip Rap urve N-R1-1 Underdrain T PT = E = Normal rown V = 25 mph Remove Existing Guardrail PI Remove Existing Guardrail ED S Sta , Route North Rte. N. onst. See Detail "D"Sheet 7(2)2 12 Shrubs F PT Route Route Survey aseline = = "t. SS Survey aseline End Proj., PE101, 501 Mod GR-FO-1 Req d (Powder oated) St d GR-2 Req d (Powder oated) onc. Walk 200 Prop. Paved Shoulder Rte. NorthST Prop. Paved Shoulder PI = "Rt. Shrubs 203 POT onc. butment Rip Rap St d GR-FO-1 Req d (Powder oated) E =Normal rown See Profile for Super Transition Sta , Rte. S. onst. See Detail ""Sheet 7(2)1 0 SE D E REFERENES ( PN ND DETI SHEETS) TRFFI ONTRO DEVIE PNS ORED ORED Roadway Plan Sheet 4 PN - 2 #8 1 #8 EG - 3 #8 1 #8 EG - 3 #8 1 #8 EG - 2 #8 1 #8 EG OTION ND DESIGN DIVISION TRFFI ENGINEERING FUVNN OUNTY 1401 EST ROD STREET RIHMOND, V (4)

12 t (05).dgn 12:58:24 PM MNGER J. K. Rose (540) (ulpeper District) SURVEYED Y Michael. Mauro (540) (ulpeper District) DESIGN SUPERVISED YSaeed Sayyar P.E. (804) (entral Office) DESIGNED Y D. K. Tingler (804) (entral Office) Inv. In = pprox. Direction "RP IRF M.. Shrub Shrub Shrub 9 End Proj., RW201, (5) S Rte. 53 ST DESIGN FETURES RETING TO ONSTRUTION OR TO REGUTION ND ONTRO OF TRFFI MY E SUJET TO HNGE S DEEMED NEESSRY Y THE DEPRTMENT onc VDOT ocation & Design Richmond, Virginia TRFFI ENGINEER Sprint Tel. MH F IRF T T Sta , Rte. 53 onst. See Detail "E"Sheet 7(2)2 Ex. Permanent UtilityEsmt. For entral Virginia Electric ooperative ED W Per VDOT Project # S V04, RW-201, St d PE-1Type IV Req d 206 " 5-22 St d Rad. G-7 Req d Match Existing (-0.50% Grade) F TR Thomas Jefferson Parkway 6 Route 53 it. onc. Post Post Rte 53 onstr. rea of roken urb Prop. Paved Shoulder urb St d PE- 1Type IV Req.d -5.00% Grade Ret. Wall Pad Round Rail Fence E onc. T = = R = P= PT = E =Normal rown V=25 mph - 6 #8 1 #8 EG - 2 #8 1 #8 EG - 3 #8 1 #8 EG D ORED - 3 #8 1 #8 EG 205 P St d MS-2 (G-2) Req-d it. onc. onc. Overhang onc. #30 Overhang Ret. Wa l 1- Sty. Fr. ldg. w/ smt. Pad onc. Round Rail Fence Service ocation No. 1 Prop. RW St d G-7 Req d Utility Pole entel # G0-19 egin Proj., RW201 Rte. 53 ST "INV= San. /O - 2 Twin 10"pple 003 PI = "Rt. 4"INV= " Req d San. /O - 1 Utility Pole " Hydraulic ement Sidewalk St d Rad. G-7 Req d w/ 3 Guys entel # G1-0 Utility Pole 7 TR 204 # D0-1 18" W RIP Rap Post SE-8 24" 24" J3 T " T " 18" b S Metal Guardrail a onc. a St d MS-1 (G-2) Req d PI Matchine Sheet 7(4) Station onn. Rte. 53 D Shared Use Path J urb S b c it. onc. Shrubs -5.00% Grade (R= ) St d G-7 Req d (DTUR) 37 St d PE-1Type IV Req d it. onc. Thomas Jefferson Parkway (Route 53) - Survey aseline onc. St d Rad G-7 Req d Ex. Perm. Drainage Esmt. Per VDOT Project # Remove Existing Guardrail V04, RW it. onc. Project V04 Roundabout IPF urve NWORNER2 PI = Sta , Rte. 53 onst. See Detail ""Sheet 7(2)1 ED W S T =2.61 = SE REFERENES ( PN ND DETI SHEETS) TRFFI ONTRO DEVIE PNS Roadway Plan Sheet 5 PN OTION ND DESIGN DIVISION TRFFI ENGINEERING FUVNN OUNTY 1401 EST ROD STREET RIHMOND, V (5)