60X36 THESE PLANS ARE UNFINISHED
3
S EE S HEET 13 S T A . 746 + 00 S B I- 81 C ON S T . B . L . MA T C H L I N E S EE S HEET 13 S T A . 347 + 00 N B I- 81 C ON S T . B . L . MA T C H L I N E S EE I N S ET T HI S S HEET S T A . 3 71 + 50 N B I- 81 C ON S T . B . L . MA T C H L I N E S EE I N S ET T HI S S HEET S T A . 371 + 50 N B I- 81 C ON S T . B . L . MA T C H L I N E THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT OF WAY. ADDITIONAL EASEMENTS FOR UTILITY RELOCATIONS MAY BE REQUIRED BEYOND THE PROPOSED RIGHT- OF- WAY SHOWN ON THESE PLANS. L O C H HAV E N D R R T 780 C OV E R D N W RT 419 N ELEC T RI C RD RT 419 N ELEC T RI C RD N 14 14 Legend North Arrow & Scale Project Location of Transportation Virginia Department PLAN ROLL REFERENCES ( PROFILES, DETAIL & DRAINAGE DESCRIPTION SHEETS, ETC. ) Profile Rolls Alignment Data Construction Utility Owners I-81 WIDENING MM 136.6 TO 141.8 S H E E T N O . 14A - 14B 1G(1) - 1G(9) 1F(2) City of Salem Roanoke County / Federal Project Number UPC 116203 0081-080-946, P101, R201, C501 Roanoke County / City of Salem, Virginia I-81 Widening MM 136.6 to 141.8 [email protected] Comments may also be sent to: Salem, VA 24153 731 Harrison Avenue Virginia Department of Transportation Project Manager / Assistant District L&D Engineer Craig Moore. PE Contact Information 0 SCALE 50' 100' S H EET NO . F C G B C N Proposed Full Depth Pavement Demolition of Pavement Proposed Planing and Resurfacing/Build-Up Proposed Limits of Construction - Cut Proposed Limits of Construction - Fill Potential Location of Stormwater Facility Existing Right of Way Existing Easements Proposed Right of Way Proposed Permanent Drainage Easement Proposed Temporary Construction Easement Property Line Low Maintenance Median Treatment Proposed Concrete Median Barrier Proposed Curbing Proposed Guardrail W Proposed Retaining Wall for Terrain/Topography Potential Noise Barrier Adjusted DATE: 1/26/21 Only For Information RFP PLANS ADDENDUM #3 SURVEY SUE QUALITY LEVEL B FILE FOR CI/ASCE 38-02 SEE THE SU116203C.DGN 4. NOISE BARRIER LOCATIONS REPORT FOR POTENTIAL ANALYSIS TECHNICAL SEE PRELIMINARY NOISE 3. REQUIRED. CORRIDOR LIGHTING MAY BE INTERCHANGE, BRIDGE, AND 2. MEASURES. VEGETATION RESTORATION CONSTRUCTION MAY REQUIRE AREAS DENUDED DURING 1. NOTES: MH S S S T Fi b e r Pu ll bo x Fi b e r Pu ll b ox Pu ll Bo x E ( e o i ) ( e o i ) S S S S 8 " PV C Pi p e Ou t =116 9 . 8 6 ' 8 " PV C Pi p e I n =1 16 9 . 90 ' I n Pl a ce SSMH Top =11 7 5 . 61 ' 8 " PV C Pi p e Ou t =1 1 75 . 34 ' 8 " PV C Pi p e I n =1175 . 41 ' I n Pl ac e SSMH To p =1 1 82. 9 5 ' A p p r o x . S S 8 " PV C Pi p e Ou t =11 6 3. 68 ' 8 " PV C Pi p e I n =116 4 . 31 ' ( fr o m c l ea n o u t ) 8 " PV C Pi p e I n =1 163. 72' I n Pl ac e SSMH To p =11 6 9 . 63' 8 " DI Pi p e Ou t =11 5 6 . 49 ' 8 " DI Pi p e I n =1156 . 53' I n Pl ac e SSMH Top =116 2. 25 ' AEP C - WS 7 AEP C - WS 6 Traffic Signal Pole 800063 A Traffic Signal Cabinets 800063 Traffic Vault So l a r Pa n e l On Po l e P / P # A C E W 803 P o l e# S P S K 6 08 05 A 4 0 FOM # 88 8 - 8 AEP- NOC A EP #3690 - 45 5 2 ( C I S A ) ( C I S A ) C I SA #36 6 0 - 4 437 L . W . E = 12 00 . 5 L . W . E = 1202 . 8 L . W . E . = 12 09 . 6 L . W . E . = 121 7 . 4 ( T r a n s m i ss i on ) ( C I S A ) ( C I S A ) ( T r a n s m i ss i on ) L . W . E . = 121 2 . 1 L . W . E = 1200 . 5 4 W i r e s ( T o t a l ) 4 W i r e s ( T o t a l ) TC C I S A P o l eN o# TC C I S A # 37 35 - 44 71 C I S A #3745 - 4456 TC TC TC TC TC TC TC VDO T # 80062 V DO T # 8 00 V DO T # 8 00062 A TC V D O T #8000 6 2 B TC F TMS #0 2047501 F F ( C T C ) ( C T C ) ( C T C ) ( C T C ) ( C T C ) ( C T C ) F O 8 G4 ( WV WA) ( WV WA) ( WV WA) ( W V WA) ( WV WA) ( W V W A ) ( W V W A ) ( WV WA ) TC TC TC12 TC8 E11 TC TC TC TC G N 3 TC E12 E12 E10 ( A E P ) ( A E P ) ( AEP) E11 C I SA #36 5 6 - 4434 C I SA #366 7 - 4439 E 13 G 8 G N 3 E1 4 E15 GN 3 TC 1 4 E15 E15 Si ng l e Wi r e ( C I SA) Si n g l e Wi r e ( C I SA) Si ng l e Wi r e ( C I SA) S7 S7 S9 S 9 S9 To p =1188 . 7 7 ' I n PL . Gr a t e I nv . Ou t =1182. 79 ' I nv . I n =1 186 . 69 ' I n Pl . 156 . 5 ' o f 24 " RC Pi p e P a v e d S hou l d e r Gu a r d r a i l G u a r d r a il Asphalt A s ph a lt Asphalt G u a r d r a il G u a r d r a il G u a r d r a il P a v e d S h o u l d e r P a v e d S hou l d e r Me t a l Si gn Me t a l Si gn Me t a l Si gn Me t a l Si gn P a v e d S hou l d e r Pa v e d Sh o u l d e r C on c . D it c h 10 " Mu l t i - Re d b ud C on c . D it c h C on c . D it c h G u a r d r a il P a v e d S hou l d e r Me t a l Si gn 6 " Dog wood P i n e s M i x e d H a r d w oo d s / A s ph a l t P a v e d S h ou l d e r I - 81 N . B . L . I- 81 N . B . L . Wood Si g n A s p h a lt P a v e d S ho u l d e r G u a r d r a il P a v e d S h ou l d e r 24 " Ma p l e M i x e d H a r d w ood s P a v e d S hou l d e r P a v e d S hou l d e r P a v e d S h o u l d e r P a v e d S ho u l d e r w/ C on c . He a d wa ll s I nv . Ou t =1164 . 68 ' I nv . I n =1166 . 04 ' I n Pl . 84 . 5 ' Of 48 " RC Pi p e on c . Hea d wa l l s t =116 2. 67 ' =1164 . 35 ' 110 . 5 ' Of 48 " RC Pi p e w/ C o n c . Hea d wa ll I n v . Ou t =1163. 41 ' I nv . I n =1167 . 80 ' I n Pl . 7 9 . 0 ' Of 24 " RC Pi p e Top =1175 . 50 ' I n Pl . St o r m Gr a t e 4 ' W o v e n W i r eF e n c e Me t a l Ha nd r a il P l a n t e r P l a n t e r Me t a l Si gn 4 ' W o v e nW i r eF e n ce 4 ' W o v e nW i r eF e n ce 10 " Bl o c k Wa ll M i x e d H a r d w ood s& B r u s h Me t a l Si gn Me t a l Si gn #1 8 3 5 W / C r a w l s p a ce 1 - S - F r a m e Sh i pp i n g C o n t a i n e r Wo od Sh e d M i x e d H a r d w ood s& B r u s h 6 ' Wood Fe n c e I nv . Ou t =1169 . 74 ' I n v . I n =1171 . 23' I n Pl . 33. 5 ' Of 15 " C P Pi p e Asphalt C o n c . C u r b & G u t t e r Me t a l Si gn S c ho o l S t ud i o s " " L i f e T ou c h N a t i on a l N o# 2 - S - F r a me Asphalt P a v e d S hou l d e r P a v e d S hou l d e r I- 8 1 S . B . L . I - 81 S . B . L . G u a r d r a i l G u a r d r a il A s ph a lt P a v e d S hou l d e r P a v e d S hou l d e r L o c h Ha v e n D r i v e L o c h Ha v e n Dr i v e C o n c . C u r b& G u tt e r C on c . C u r b C on c . C u r b Asphalt Asphalt Asphalt I nv . Ou t =Unkn o wn I nv . I n =1171 . 02' I n Pl . Unkno wn ' Of 4 " C P Pi p e Di g it a l Si gn Gu a r d r a il C on c . D it c h P a v e d S hou l d e r G u a r d r a i l P a v e d S hou l d e r W oo d S i gn M e t a l S i g n W ood S i gn W o o d S i gn M e t a l S i gn M e t a l S i gn Asphalt C on c . Dit c h Top =1 15 2. 9 5 ' I n PL . Gr a t e w/ C on c . Hea d wa ll s I nv . Ou t =1115 . 86 ' I nv . I n =1126 . 80 ' I n Pl . 176 . 0 ' o f 42" RC Pi p e w/ C o n c . Hea d wa l l I n v . Ou t =11 37 . 1 2' I nv . I n =1 14 5 . 40 ' I n Pl . 99 . 0 ' o f 30 " RC Pi p e w/ C o n c . Hea d wa ll I nv . Ou t =114 5 . 80 ' I nv . I n =1 1 53. 42' I n Pl . 83. 5 ' o f 30 " RC Pi p e w/ C on c . He a d wa ll s I nv . Ou t =1127 . 80 ' I nv . I n =1 1 35 . 30 ' I n Pl . 168 . 5 ' o f 30 " RC Pi p e C i t yO f S a l e m C it y Of Sa l e m Ro a nok e C ou n t y R o a nok eC o u n t y Mixed Hardwoods/Softwoods & Brush C on c . D it c h Me t a l Si gn Ov e r h ea d P a v e d S ho u l d e r I- 8 1 S . B . L . P a v e d S h ou l d e r G r a s s P a v e d S hou l d e r I- 8 1 N . B . L . P a v e d S hou l d e r M e t a l G u a r d r a il M e t a l G u a r d r a il Wood Si gn Me t a l Gu a r d r a il Pa v e d Sh o u l d e r Pa v e d Sh ou l d e r C o n c . C on c . C u r b I s l a nd Mixed Hardwoods/Softwoods M e t a l G u a r d r a il G r a s s W oo d Si gn W o od S i gn 6 " C on c . C u r b 6 " C on c . C u r b 6 " C o n c . C u r b 6 " C o n c . C u r b W ood Si gn Woo d S i g n 8 " R e d B ud Mixed Hardwoods/Softwoods M e t a l S i gn Mixed Hardwoods/Softwoods & Brush W o o d Si gn 8 " R e d B u d 8 " Re d Bu d Me t a l Gu a r d r a il F l a gP o l e 6 " R e d b ud Me t a l Si g n M e t a l G u a r d r a il Me t a l G u a r d r a il Me t a l G u a r d r a il Mixed Hardwoods/Softwoods & Brush Mixed Hardwoods/Softwoods & Brush Me t a l Gu a r d r a i l Me t a l Si g n " Mi l e 1 41 . 4 " Me t a l Si g n Me t a l Si gn Me t a l Si gn Me t a l Si gn " Mi l e 141 . 4 " W ov e n W i r eF e n ce 6 " Und e r d r a i n Me t a l Si gn Me t a l Si g n Me t a l Si gn Me t a l Si gn Wo od Si g n Me t a l Si gn " Mi l e 1 41 . 5 " C on c . D it c h C o n c . D i t c h C on c . Dit c h C o n c . D it c h C o n c . Dit c h W ov e nW i r eF e n ce( D o w n ) C on c . C u r b I s l a nd 6 " C on c . C u r b 6 " C on c . C u r b 6 " C o n c . C u r b 6 " C o n c . C u r b I- 81 S . B. En t r a n ce Ra mp I- 81 S . B. Ex it Ra mp Mixed Hardwoods/Softwoods Mixed Hardwoods/Softwoods Mixed Brush & Small Hardwoods I - 8 1 N . B . E n t r a n ceR a m p I - 81 N . B . E x i t R a m p C on c . Dit c h C o n c . D it c h n Pl . 223. 5 ' Of 4 8 " C M Pi p e 4 ' Wov e n Wi r e Fe n ce ( C T C ) I - 81 N . B . L . P i n e s M i x e d H a r d w o o d s / P a v e d S hou l d e r A s ph a lt P a v e d S ho u l d e r M i x e d H a r d w ood s P i n e s M i x e d H a r d w ood s / P a v e d S h ou l d e r 4 ' Wov e n Wi r e Fe n ce I- 8 1 S . B . L . G r e e nR i d g eR o a d 4 ' W ov e nW i r eF e n c e P a v e d S h ou l d e r A s p h a l t I - 81 N . B . L . G u a r d r a i l G u a r d r a i l M i x e d P i n e s / B r u s h G u a r d r a il P a v e d S ho u l d e r P a v e d S ho u l d e r M i x e d H a r d w oo d s A s ph a lt A s p h a l t P a v e d S h o u l d e r I - 81 S . B . L . C on c . D i t c h S t ' d . R S - 1 R e q ' d . R e q ' d . S t a . 506 + 50 B e g i nS t ' d . R S - 1 R/ W Mon . R/ W Mon . R/ W Mo n . R/ W Mo n . R/ W Mo n . R/ W Mon . R/ W Mo n . R/ W Mon . R/ W Mon . R/ W Mon . R/ W Mon . R/ W Mo n . R/ W Mon . R/ W Mon . R/ W Mon . R/ W Mo n . R/ W Mo n . Ex i s ti ng R/ W Pr o j ec t 0081 - 080 - 001 , RW- 202 ( N 16 ° 26 ' 37 " W ( S 18 ° 0 6 ' 11 " E ( S 18 ° 05 ' 5 4 " E 00 8 1 - 0 80 - 00 1 , R W - 2 0 2 E x i s ti n g R / W P e rVD O T P r o j e c t 0081 - 080 - 001 , RW- 202 Ex i s t i ng R/ W Pe r V DOT Pr o j e c t 0 081 - 08 0 - 00 1 , R W - 202 E x i s ti n g R / W P e rVDO T P r o j e c t 0081 - 08 0 - 001 , RW- 202 x i s ti ng L i mit e d Acce s s Pe r V DOT Pr o j e c t 0081 - 080 - 001 , R W - 202 E x i s ti ng L i m it e d A c c e ss P e rVDO T P r o j ec t 0081 - 080 - 001 , R W - 202 E x i s ti ngL i m it e d A cce s sP e rVDO T P r o j ec t E x i s t . R / W & L . A . P r o j . 0081 - 0 80 - 001 , R W - 202 E x i s t . R / W & L . A . P r o j . 0081 - 080 - 001 , R W - 202 Ex i s t . R/ W & L . A . Pr o j . 008 1 - 080 - 0 01 , RW- 202 E x i s t . R / W & L . A . P r o j . 0081 - 0 80 - 0 01 , R W- 202 E x i s t . R / W & L . A . P r o j . 0 081 - 080 - 0 01 , R W - 20 2 Ex i s t . R/ W & L . A. Pr o j . 008 1 - 0 8 0 - 0 0 1 , RW- 202 Ex i s t . R/ W & L . A. Pr o j . 0081 - 0 80 - 001 , RW- 202 00 81 - 08 0 - 00 1 , RW- 20 2 Ex i s t . R/ W & L . A. Pr o j . 0081 - 080 - 00 1 , RW- 20 2 Ex i s t . R/ W & L . A. Pr o j . E x i s t . R / W & L . A . P r o j . 0 0 81 - 0 8 0 - 00 1 , R W - 2 0 2 008 1 - 080 - 001 , R W - 202 E x i s t . R / W & L . A . P r o j . P r o j e c t 0081 - 080 - 001 , R W - 202 E x i s t . R / W & L . A . P r o j . V a r i a b l e Wi d t h St o r m Wa t e r Ma n a g e me n t a nd Acce ss Ea s e me n t I n s t r u me n t # 20150 0 605 V a r i a b l e Wi d t h St o r m Wa t e r Ma n a g e me n t a nd Acce ss Ea s e me n t I n s t r u me n t # 20150 0 605 P r i v a t eV a r i a b l eW i d t hD r a i n a g eE a s e m e n t I n s t r u m e n t #201 5 0060 5 P r i v a t eV a r i a b l eW i d t hD r a i n a g eE a s e m e n t I n s t r u m e n t #201 5 0060 5 V a r i a b l e Wi d t h St o r m Wa t e r Ma n a g e me n t a n d Acc e s s Ea s e me n t I n s t r u me n t # 201 5 0 06 0 5 P r i v a t eV a r i a b l eW i d t hD r a i n a g eE a s e m e n t I n s t r u m e n t #2 01500605 C it y O fS a l e m E l ec t r i cE a s e m e n t D . B . 1197P g . 1592 C it y O fS a l e m E l ec t r i cE a s e m e n t D . B . 1197P g . 1592 ( Un d e r g r o und Ut il it y L i n e No t De s i g n a t e d ) Ex i s t i n g 20 ' AEP Fi b e r Op t i c Ea s e me n t C e n t e r e d Ov e r Un d e r g r ound L i n e I n s t r u me n t #20 0809 6 9 6 I n s t r u me n t # 20 1 0053 2 4 St o r m Wa t e r Ma n a g e me n t Ea s e me n t I n s t r u me n t # 20 1 0053 2 4 St o r m Wa t e r Ma n a g e me n t Ea s e me n t 15 ' S a n i t a r y S e w e rE a s e m e n t D . B . 1 2 9 9 P g . 1420 15 ' S a n i t a r y S e w e rE a s e m e n t D . B . 1 2 9 9 P g . 1420 I P T AX M A P #036 . 11 - 02 - 04 . 04 - 0000 3 . 3114 A C . I n s t . #P B 201604087 E D W A R D R O S E D E V EL O P M E N T C O M P AN T LL C T AX M A P #036 . 10 - 01 - 14 . 03 - 0000 46 . 4 A C . I n s t . #P B 0123400254 A PP A L A C H I AN P O W E R C O M P ANY T AX M A P #0 36 . 1 1 - 0 2 - 0 4 . 0 2 - 0 0 0 0 3.4126 AC. Inst.# PB201604087 E D W A R D R O S E D E V EL O P M E N T C O M P AN T LL C T AX M A P #036 . 11 - 03 - 01 . 00 - 0000 3 . 36 A C . I n s t . #D B 201005324 W I NG M A R K A T AX M A P #036 . 10 - 01 - 14 . 00 - 0000 7 . 1845 A C . I n s t . #D B 201606589 R ND 20 LL C T a x M a p#4 - 1 - 1 . 2 2 . 35 A C . I n s t r . #P B 12 - 24 / 25 C O R D I A LHO SP I T A L I T YL L C T a x Ma p # 4 - 1 - 1 . 1 1 . 52 5 A C . I n s t r . # P B 12 - 24 / 25 C O R D I A L HO SP I T A L I T Y LL C T a x M a p#4 - 1 - 1 4 . 378 A C . I n s t r . #140000916 S H I VA HO SP I T A L I T YLL C T a x M a p#3 - 1 - 2 1 . 011 A C . I n s t r . #P B 12 - 24 / 25 C O R D I A LHO SP I T A L I T YLL C T a x M a p#6 - 1 - 1 6 . 4 1 A C . I n s t r . #721 - 528 H I N C H EE LL OYD M & H I N C H EE R AY M OND D P / P # A C E W 803 P o l e# S P S K 6 08 05 A 4 0 FOM # 88 8 - 8 AEP- NOC A EP #3690 - 45 5 2 ( C I S A ) ( C I S A ) C I SA #36 6 0 - 4 437 L . W . E = 12 00 . 5 L . W . E = 1202 . 8 L . W . E . = 12 09 . 6 L . W . E . = 121 7 . 4 ( T r a n s m i ss i on ) ( C I S A ) ( C I S A ) ( T r a n s m i ss i on ) L . W . E . = 121 2 . 1 L . W . E = 1200 . 5 4 W i r e s ( T o t a l ) 4 W i r e s ( T o t a l ) TC C I S A P o l eN o# TC C I S A # 37 35 - 44 71 C I S A #3745 - 4456 TC TC TC TC TC TC TC VDO T # 80062 V DO T # 8 00 V DO T # 8 00062 A TC V D O T #8000 6 2 B TC F TMS #0 2047501 F F ( C T C ) ( C T C ) ( C T C ) ( C T C ) ( C T C ) ( C T C ) F O 8 G4 ( WV WA) ( WV WA) ( WV WA) ( W V WA) ( WV WA) ( W V W A ) ( W V W A ) ( WV WA ) TC TC TC12 TC8 E11 TC TC TC TC G N 3 TC E12 E12 E10 ( A E P ) ( A E P ) ( AEP) E11 C I SA #36 5 6 - 4434 C I SA #366 7 - 4439 C I SA # 3675 - 4 432 E 13 G 8 G N 3 E1 4 E15 GN 3 TC 1 4 E15 E15 Si ng l e Wi r e ( C I SA) Si n g l e Wi r e ( C I SA) Si ng l e Wi r e ( C I SA) CONST. ESMT. PROP. TEMP. BMP (UPC 108906) POTENTIAL MODIFICATION OF 773 774 PCC 7 74 + 02 . 75 77 5 776 7 7 7 778 PC 371 + 98 . 69 372 373 374 375 3 7 6 3 77 37 8 37 9 (Under Construction by Others) 0081-080-903, C501 DESIGN REFERENCED FROM FOR INFORMATION ONLY STA. 376+75.00 NB I81 CONST. B.L. END CONSTRUCTION END PROJECT 0081-080-946, P101, R201, C501 C F C C 746 747 748 74 9 750 PT 750 + 22 . 94 751 752 753 754 755 756 757 75 8 75 9 760 761 762 7 6 3 PC 763 + 08 . 22 764 7 6 5 766 767 7 6 8 7 6 9 770 347 348 349 PT 349 + 68 . 25 350 351 352 353 354 PC 354 + 82 . 43 355 356 357 358 359 360 361 PCC 361 + 29 . 74 362 363 364 365 366 36 7 368 369 PT 369 + 65 . 91 370 371 PC 3000 + 00 . 00 3001 PC C 3001 + 98 . 05 3002 3003 3004 300 5 3006 3007 PCC 3 007 + 09 . 61 PT 3007 + 95 . 60 3008 300 9 30 10 30 1 1 PO T 30 1 1 + 6 5 . 96 PO T 3100 + 00 . 00 3100 3101 3102 3103 3104 PC 3104 + 44 . 95 3105 3 1 06 3107 P T 3107 + 11 . 68 3108 3109 P C 3109 + 25 . 79 3110 3111 3112 311 3 PT 3113 + 50 . 53 PC 3200 + 00 . 00 3200 3201 3202 3203 3204 3205 3206 P CC 3206 + 46 . 26 3207 3208 32 09 3210 PT 32 1 0 + 37 . 17 3211 3212 PO T 3212 + 78 . 48 PO T 3300 + 00 . 00 PC 3 302 + 26 . 81 330 5 3 30 6 3 307 P T 3 307 + 38 . 32 P C 3307 + 97 . 46 3308 3309 3310 3 3 11 3312 331 3 33 1 4 PT 3314 + 31 . 25 S B I 81 C ON S T . B . L . S T A . 763 + 00 . 00 E ND C ON S T R U C T I ON 48 ' 36 ' 16 ' 18 ' 18 ' 16 ' 4 8 ' 4 8 ' S B I 81 C ON S T . B . L . N B I 81 C ON S T . B . L . L B . T S N O C B P L 9 1 4 T R L B . T S N O C D P R 9 1 4 T R L B . T S N O C D P L 9 1 4 T R R T 419 L P B C ON S T . B . L . S T A . 3002 + 50 . 00 E ND C ON S T R U C T I ON R T 419 R P B C ON S T . B . L . S T A . 3111 + 00 . 00 B E G I N C ON S T R U C T I ON R T 419 L P D C ON S T . B . L . S T A . 3203 + 00 . 00 E ND C ON S T R U C T I ON R T 419 R P D C ON S T . B . L . S T A . 3311 + 75 . 00 B E G I N C ON S T R U C T I ON STA. 357+96.10 NB I81 CONST. B.L. BEGIN PROJECT 0081-080-946, B681 STA. 358+69.78 NB I81 CONST. B.L. END PROJECT 0081-080-946, B682 (Under Construction by Others) 0081-080-903, C501 DESIGN REFERENCED FROM FOR INFORMATION ONLY RT 419 RPB C ON S T . BL Curve TG27 PI = 768+56.32 T = 548.10' L = 1,094.53' R = 8,088.00' 763+08.22 PC = PCC = 774+02.75 Curve TG26 PI = 745+10.88 T = 522.35' L = 1,034.41' R = 3,012.00' 739+88.53 PCC = PT = 750+22.94 SB I81 CURVE DATA D S = E = 65 M P H 5 . 60 % Curve C28 PI = 3001+04.11 T = 104.11' L = 198.05' R = 260.00' 3000+00.00 3001+98.05 PC = PCC = Curve C29 PI = 3007+06.79 T = 508.74' L = 511.56' R = 220.00' 3001+98.05 PCC = PCC = 3007+09.61 Curve C30 PI = 3007+52.83 T = 43.22' L = 85.99' R = 345.00' 3007+09.61 PCC = PT = 3007+95.60 RT 419 LOOP B CURVE DATA 25 M P H D S = 25 M P H D S = E = 6 . 8 0 % E = 7 . 30 % Curve C22 PI = 3111+60.66 T = 234.86' L = 424.74' R = 400.00' 3109+25.79 PC = PT = 3113+50.53 Curve C21 PI = 3105+90.33 T = 145.39' L = 266.73' R = 270.00' 3104+44.95 PC = PT = 3107+11.68 RT 419 RAMP B CURVE DATA 35 M P H D S = 7.90% E = Curve C23 PI = 3204+28.91 T = 428.91' L = 646.26' R = 385.00' 3200+00.00 PC = PCC = 3206+46.26 Curve C24 PI = 3209+00.60 T = 254.34' L = 390.91' R = 240.00' 3206+46.26 PCC = PT = 3210+37.17 RT 419 LOOP D CURVE DATA 25 M P H D S = 5 . 8 0 % E = Curve C26 PI = 3311+97.35 T = 399.89' L = 633.80' R = 410.00' 3307+97.46 PC = PT = 3314+31.25 Curve C25 PI = 3305+55.79 T = 328.99' L = 511.52' R = 320.00' 3302+26.81 PC = PT = 3307+38.32 RT 419 RAMP D CURVE DATA 35 M P H D S = 7 . 80 % E = 24 . 00 ' R T S T A . 3000 + 00 . 00 R T 419 L P B C ON S T . B . L . S T A . 362 + 04 . 09 I 81 N B C ON S T . B . L . B E G I N C ON S T R U C T I ON 24 . 00 ' R T S T A . 3113 + 50 . 53 R T 419 R P B C ON S T . B . L . S T A . 369 + 43 . 82 I 81 N B C ON S T . B . L . E ND C ON S T R U C T I ON 36 . 00 ' LT S T A . 3200 + 00 . 00 R T 419 L P D C ON S T . B . L . S T A . 757 + 06 . 71 I 81 S B C ON S T . B . L . B E G I N C ON S T R U C T I ON 36 . 00 ' LT S T A . 3314 + 31 . 25 R T 419 R P D C ON S T . B . L . S T A . 748 + 33 . 52 I 81 S B C ON S T . B . L . E ND C ON S T R U C T I ON G G G G G G G G B B B B G MEMORIAL EXISTING MARKER/ DO NOT DISTURB F C C C F C F F C F F F F C C F F C C F C F F C C F F F C C F F C F C C C F C C F C Curve TG13 PI = 393+69.19 T = 2,170.49' L = 4,285.24' R = 10,930.64' 371+98.69 PC = PT = 414+83.94 Curve TG46 PI = 365+48.22 T = 418.47' L = 836.17' R = 7,900.00' 361+29.74 PCC = PT = 369+65.91 Curve TG45 PI = 358+06.17 T = 323.74' L = 647.31' R = 11,500.00' 354+82.43 PC = PCC = 361+29.74 NB I81 CURVE DATA Curve TG11 PI = 339+93.14 T = 1,077.63' L = 2,052.74' R = 2,730.00' 329+15.51 PC = PT = 349+68.25 D S = E = 65 M P H 6 . 00 % D S = E = 65 M P H 2 . 00 % D S = E = 65 M P H 2 . 4 0 % F C
Transcript of 60X36 THESE PLANS ARE UNFINISHED
C O
N S
C O
N S
C O
N S
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ADDITIONAL EASEMENTS FOR UTILITY
RELOCATIONS MAY BE REQUIRED
LOCH
SHEET NO.
14A - 14B
1G(1) - 1G(9)
[email protected]
Salem, VA 24153
731 Harrison Avenue
Craig Moore. PE
Existing Right of Way
F ib
P u ll B
8 " P
Traffic Signal Cabinets 800063
O n P o le
P/P #ACE W803
(CI SA)
(CI SA)
C IS
4 3 7
F
F
4 3 4
4 3 9
A )
A )
A )
S7
S7
S9
S9
S9
9 '
In P l. 1 5 6 . 5 ' o f 2 4 "
R C P ip
Guardrail
Asphalt
Asphalt
Asphalt
Guardrail
Guardrail
n
n
n
n
Conc. Ditch
Conc. Ditch
Conc. Ditch
n
6 "
n
O f 4 8 "
R C P ip
m
Planter
n
n
n
#1835
Mixed Hardwoods & Brush
v .
n
"L if e
Conc. Curb & Gutter
In v . In =
O f 4 "
n
Conc. Ditch
Paved Shoulder
0 '
In P l. 1 7 6 . 0 ' o f 4 2 "
R C P ip
In v . In =
R C P ip
R C P ip
0 '
In P l. 1 6 8 . 5 ' o f 3 0 "
R C P ip
C it y O f S a le
m R o a n o k e C o u n ty
Roanoke County
n
Paved Shoulder
n
P a v e d S h o u ld
e r
P a v e d S h o u ld
e r
C u r b Is la
n d
Mixed Hardwoods/Softwoods
Metal Guardrail
n
n
u rb
n
n
8 "
n
n
8 "
Flag Pole
6" Redbud
n
M e ta l S ig
n "M il e 14
1. 4 "
n
n
n
n "M il e 14
1. 4 "
M e ta l S ig
n
n
n
n
n
n "M il e 14
1. 5 "
Woven Wire Fence (Down)
C o n c .
n d
u rb
nt ra
nc e
R am
xit R am
ntr an ce R
C on
Co nc. D itc
W ir e F e n c e
(CTC)
F en ce
R /
W
W
P r o j e c t 0 0 8 1- 0 8 0 -0
0 1, R
( S 18 °0 5 '5
4 " E
00 81-
08 0-0
01, RW-
20 2
Pe r V
DOT P roj
ect
0 0 8 1- 0 8 0 -0
0 1, R
W -2
0 2
E x is ti n g L im it e d
A c c e s s P e r V
D O T P r o j e c t
00 81-
08 0-0
01, RW-2
E xi st . R /
1-0 80 -0 01 ,R
W -2 02
& L. A . P ro j. 0 08
1-0 80 -0 01 ,R
W -2 02
E x is t. R /
W
0 1, R
W
0 1, R
0 1, R
W
0 0 8 1- 0 8 0 -0
0 1, R
W
0081-080-001, RW-202 Exist. R/W & L. A. Proj. Project
0081-080-001, RW-202
Exist. R/W & L. A. Proj.
V a r ia b le W id th S to r m
W a te r M a n a g em
en t a n d A c c es s E a s em
en t In s tr u m en t# 2 0 15
0 0 6 0 5
V a r ia b le W id th S to r m
W a te r M a n a g em
en t a n d A c c es s E a s em
en t In s tr u m en t# 2 0 15
0 0 6 0 5
Private V ariable W
idth Drai nage Eas
ement Ins trument# 20
en t a
en t In
Private Variable Width Drainage Easement Instrument# 201500605
City Of Salem Electric Easement D. B. 1197 Pg. 1592City Of Salem Electric Easement D. B. 1197 Pg. 1592
(U n d er
N ot D
n a te d )
E x is ti n g 2 0 ' A E P F ib er O p ti c E a s em
en t
C en te r ed O ve r U n d er
g r ou
n d L in e In s tr u
m en t# 2 0 0 8 0 9 6 9 6
Instrum ent# 2
S torm
S torm
15' Sanitary Sewer Easement D. B. 1299 Pg. 142 0
15' Sanitary Sewer Easement D. B. 1299 Pg. 142 0
IP
Inst.# PB201604087 EDWARD ROSE DEVELOPMENT COMPANT LLC
TAX MAP# 036.10-01-14.03-0000 46.4 AC.
Inst.# PB0123400254 APPALACHIAN POWER COMPANY
TAX MAP# 036.11-02-04.02-0000
TAX MAP# 036.11-03-01.00-0000
P/P #ACE W803
(CI SA)
(CI SA)
C IS
4 3 7
F
F
4 3 4
4 3 9
4 3 2
A )
A )
A )
2 .7
8 .6
9 3 7 2 3 7 3 3 7 4 3
7 5 3
7 6 3
7 7 3
END CONSTRUCTION
C
FC
C
2 .9
+0 8 .2
8 .2
2 .4
9 .7
P T 3 6 9 +6
5 .9
P C 3 0 0 0 +0
0 .0
8 .0 5
9 .6
5 .6
0 0 93
5 .9
0 .0
3 2 0 1
3 2 0 2
3 2 0 3
+3 7 .17
P O
0 .0
+2 6 .8
+3 1. 2 5
SB I81 CONST. B.L.
STA. 3002+50.00
STA. 3111+00.00
STA. 3203+00.00
STA. 3311+75.00
BEGIN PROJECT 0081-080-946, B681
END PROJECT 0081-080-946, B682
(Under Construction by Others)
B
L
25 MPHDS = 25 MPHDS =
E =6.80% E =7.30%
35 MPHDS =
7.90%E =
Curve C23
25 MPHDS =
5.80%E =
Curve C26
35 MPHDS =
7.80%E =
24.00' RT
STA. 362+04.09 I81 NB CONST. B.L.
BEGIN CONSTRUCTION
24.00' RT
STA. 369+43.82 I81 NB CONST. B.L.
END CONSTRUCTION
36.00' LT
STA. 757+06.71 I81 SB CONST. B.L.
BEGIN CONSTRUCTION
36.00' LT
STA. 748+33.52 I81 SB CONST. B.L.
END CONSTRUCTION
G G
THESE PLANS ARE UNFINISHED
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
Only For Information
C O
N S
C O
N S
PROFILE ROLL
[email protected]
Salem, VA 24153
731 Harrison Avenue
Craig Moore. PE
+1.96%
+2.14 %
347+00.00 348+00.00 349+00.00 350+00.00 351+00.00 352+00.00 353+00.00 354+00.00 355+00.00 356+00.00 357+00.00 358+00.00 359+00.00 360+00.00 361+00.00 362+00.00 363+00.00 364+00.00 365+00.00 366+00.00 367+00.00 368+00.00 369+00.00 370+00.00 371+00.00
1, 14
2 .0
STA. 357+96.10 NB I81 CONST. B.L.
BEGIN PROJECT 0081-080-946, B681 STA. 358+69.78 NB I81 CONST. B.L.
END PROJECT 0081-080-946, B682
EL = 1,167.46
EL = 1,192.73
L = 1,130.00
K = 419
ex = -3.81'
SSD = 951'
0
746+00.00 747+00.00 748+00.00 749+00.00 750+00.00 751+00.00 752+00.00 753+00.00 754+00.00 755+00.00 756+00.00 757+00.00 758+00.00 759+00.00 760+00.00 761+00.00 762+00.00
1, 13
9 .4
3
763+00.00 764+00.00 765+00.00 766+00.00 767+00.00 768+00.00 769+00.00
1, 17
7 .2
END CONSTRUCTION
THESE PLANS ARE UNFINISHED
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
Only For Information
C O
N S
E L E
E L E
PROFILE ROLL
[email protected]
Salem, VA 24153
731 Harrison Avenue
Craig Moore. PE
-0.46%
371+00.00 372+00.00 373+00.00 374+00.00 375+00.00 376+00.00 377+00.00 378+00.00 379+00.00 380+00.00
1, 18
END CONSTRUCTION
END PROJECT 0081-080-946, P101, R201, C501
3106+00.00 3107+00.00 3108+00.00 3109+00.00 3110+00.00 3111+00.00 3112+00.00 3113+00.00
1, 19
0 .3
BEGIN CONSTRUCTION
END CONSTRUCTION
1, 18
4 .4
7 8 9
3000+00.00 3001+00.00 3002+00.00 3003+00.00 3004+00.00 3005+00.00 3006+00.00
1,150_
1,155_
1,160_
1,165_
1,170_
1,175_
1,180_
1,185_
1,190_
1,195_
PROPOSED GRADE
EXISTING GROUND
RT 419 LOOP B CONST. B.L. STA. 3000+00.00 BEGIN CONSTRUCTION
RT 419 LOOP D CONST. B.L. STA. 3002+50.00 END CONSTRUCTION
1
VPI
7 8 9
3308+00.00 3309+00.00 3310+00.00 3311+00.00 3312+00.00 3313+00.00 3314+00.00
1, 16
4 .0
BEGIN CONSTRUCTION
END CONSTRUCTION
1, 14
9 .7
DS = 40 MPH
3200+00.00 3201+00.00 3202+00.00 3203+00.00 3204+00.00 3205+00.00 3206+00.00
1,135_
1,140_
1,145_
1,150_
1,155_
1,160_
1,165_
1,170_
1,175_
1,180_
4
VPI
1
RT 419 LOOP D CONST. B.L. STA. 3200+00.00 BEGIN CONSTRUCTION
RT 419 LOOP D CONST. B.L. STA. 3203+00.00 END CONSTRUCTION
EXISTING GROUND
PROPOSED GRADE
21 3
1, 16
2 .9
N S
C O
N S
C O
N S
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ADDITIONAL EASEMENTS FOR UTILITY
RELOCATIONS MAY BE REQUIRED
LOCH
SHEET NO.
14A - 14B
1G(1) - 1G(9)
[email protected]
Salem, VA 24153
731 Harrison Avenue
Craig Moore. PE
Existing Right of Way
F ib
P u ll B
8 " P
Traffic Signal Cabinets 800063
O n P o le
P/P #ACE W803
(CI SA)
(CI SA)
C IS
4 3 7
F
F
4 3 4
4 3 9
A )
A )
A )
S7
S7
S9
S9
S9
9 '
In P l. 1 5 6 . 5 ' o f 2 4 "
R C P ip
Guardrail
Asphalt
Asphalt
Asphalt
Guardrail
Guardrail
n
n
n
n
Conc. Ditch
Conc. Ditch
Conc. Ditch
n
6 "
n
O f 4 8 "
R C P ip
m
Planter
n
n
n
#1835
Mixed Hardwoods & Brush
v .
n
"L if e
Conc. Curb & Gutter
In v . In =
O f 4 "
n
Conc. Ditch
Paved Shoulder
0 '
In P l. 1 7 6 . 0 ' o f 4 2 "
R C P ip
In v . In =
R C P ip
R C P ip
0 '
In P l. 1 6 8 . 5 ' o f 3 0 "
R C P ip
C it y O f S a le
m R o a n o k e C o u n ty
Roanoke County
n
Paved Shoulder
n
P a v e d S h o u ld
e r
P a v e d S h o u ld
e r
C u r b Is la
n d
Mixed Hardwoods/Softwoods
Metal Guardrail
n
n
u rb
n
n
8 "
n
n
8 "
Flag Pole
6" Redbud
n
M e ta l S ig
n "M il e 14
1. 4 "
n
n
n
n "M il e 14
1. 4 "
M e ta l S ig
n
n
n
n
n
n "M il e 14
1. 5 "
Woven Wire Fence (Down)
C o n c .
n d
u rb
nt ra
nc e
R am
xit R am
ntr an ce R
C on
Co nc. D itc
W ir e F e n c e
(CTC)
F en ce
R /
W
W
P r o j e c t 0 0 8 1- 0 8 0 -0
0 1, R
( S 18 °0 5 '5
4 " E
00 81-
08 0-0
01, RW-
20 2
Pe r V
DOT P roj
ect
0 0 8 1- 0 8 0 -0
0 1, R
W -2
0 2
E x is ti n g L im it e d
A c c e s s P e r V
D O T P r o j e c t
00 81-
08 0-0
01, RW-2
E xi st . R /
1-0 80 -0 01 ,R
W -2 02
& L. A . P ro j. 0 08
1-0 80 -0 01 ,R
W -2 02
E x is t. R /
W
0 1, R
W
0 1, R
0 1, R
W
0 0 8 1- 0 8 0 -0
0 1, R
W
0081-080-001, RW-202 Exist. R/W & L. A. Proj. Project
0081-080-001, RW-202
Exist. R/W & L. A. Proj.
V a r ia b le W id th S to r m
W a te r M a n a g em
en t a n d A c c es s E a s em
en t In s tr u m en t# 2 0 15
0 0 6 0 5
V a r ia b le W id th S to r m
W a te r M a n a g em
en t a n d A c c es s E a s em
en t In s tr u m en t# 2 0 15
0 0 6 0 5
Private V ariable W
idth Drai nage Eas
ement Ins trument# 20
en t a
en t In
Private Variable Width Drainage Easement Instrument# 201500605
City Of Salem Electric Easement D. B. 1197 Pg. 1592City Of Salem Electric Easement D. B. 1197 Pg. 1592
(U n d er
N ot D
n a te d )
E x is ti n g 2 0 ' A E P F ib er O p ti c E a s em
en t
C en te r ed O ve r U n d er
g r ou
n d L in e In s tr u
m en t# 2 0 0 8 0 9 6 9 6
Instrum ent# 2
S torm
S torm
15' Sanitary Sewer Easement D. B. 1299 Pg. 142 0
15' Sanitary Sewer Easement D. B. 1299 Pg. 142 0
IP
Inst.# PB201604087 EDWARD ROSE DEVELOPMENT COMPANT LLC
TAX MAP# 036.10-01-14.03-0000 46.4 AC.
Inst.# PB0123400254 APPALACHIAN POWER COMPANY
TAX MAP# 036.11-02-04.02-0000
TAX MAP# 036.11-03-01.00-0000
P/P #ACE W803
(CI SA)
(CI SA)
C IS
4 3 7
F
F
4 3 4
4 3 9
4 3 2
A )
A )
A )
2 .7
8 .6
9 3 7 2 3 7 3 3 7 4 3
7 5 3
7 6 3
7 7 3
END CONSTRUCTION
C
FC
C
2 .9
+0 8 .2
8 .2
2 .4
9 .7
P T 3 6 9 +6
5 .9
P C 3 0 0 0 +0
0 .0
8 .0 5
9 .6
5 .6
0 0 93
5 .9
0 .0
3 2 0 1
3 2 0 2
3 2 0 3
+3 7 .17
P O
0 .0
+2 6 .8
+3 1. 2 5
SB I81 CONST. B.L.
STA. 3002+50.00
STA. 3111+00.00
STA. 3203+00.00
STA. 3311+75.00
BEGIN PROJECT 0081-080-946, B681
END PROJECT 0081-080-946, B682
(Under Construction by Others)
B
L
25 MPHDS = 25 MPHDS =
E =6.80% E =7.30%
35 MPHDS =
7.90%E =
Curve C23
25 MPHDS =
5.80%E =
Curve C26
35 MPHDS =
7.80%E =
24.00' RT
STA. 362+04.09 I81 NB CONST. B.L.
BEGIN CONSTRUCTION
24.00' RT
STA. 369+43.82 I81 NB CONST. B.L.
END CONSTRUCTION
36.00' LT
STA. 757+06.71 I81 SB CONST. B.L.
BEGIN CONSTRUCTION
36.00' LT
STA. 748+33.52 I81 SB CONST. B.L.
END CONSTRUCTION
G G
THESE PLANS ARE UNFINISHED
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
Only For Information
C O
N S
C O
N S
PROFILE ROLL
[email protected]
Salem, VA 24153
731 Harrison Avenue
Craig Moore. PE
+1.96%
+2.14 %
347+00.00 348+00.00 349+00.00 350+00.00 351+00.00 352+00.00 353+00.00 354+00.00 355+00.00 356+00.00 357+00.00 358+00.00 359+00.00 360+00.00 361+00.00 362+00.00 363+00.00 364+00.00 365+00.00 366+00.00 367+00.00 368+00.00 369+00.00 370+00.00 371+00.00
1, 14
2 .0
STA. 357+96.10 NB I81 CONST. B.L.
BEGIN PROJECT 0081-080-946, B681 STA. 358+69.78 NB I81 CONST. B.L.
END PROJECT 0081-080-946, B682
EL = 1,167.46
EL = 1,192.73
L = 1,130.00
K = 419
ex = -3.81'
SSD = 951'
0
746+00.00 747+00.00 748+00.00 749+00.00 750+00.00 751+00.00 752+00.00 753+00.00 754+00.00 755+00.00 756+00.00 757+00.00 758+00.00 759+00.00 760+00.00 761+00.00 762+00.00
1, 13
9 .4
3
763+00.00 764+00.00 765+00.00 766+00.00 767+00.00 768+00.00 769+00.00
1, 17
7 .2
END CONSTRUCTION
THESE PLANS ARE UNFINISHED
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
Only For Information
C O
N S
E L E
E L E
PROFILE ROLL
[email protected]
Salem, VA 24153
731 Harrison Avenue
Craig Moore. PE
-0.46%
371+00.00 372+00.00 373+00.00 374+00.00 375+00.00 376+00.00 377+00.00 378+00.00 379+00.00 380+00.00
1, 18
END CONSTRUCTION
END PROJECT 0081-080-946, P101, R201, C501
3106+00.00 3107+00.00 3108+00.00 3109+00.00 3110+00.00 3111+00.00 3112+00.00 3113+00.00
1, 19
0 .3
BEGIN CONSTRUCTION
END CONSTRUCTION
1, 18
4 .4
7 8 9
3000+00.00 3001+00.00 3002+00.00 3003+00.00 3004+00.00 3005+00.00 3006+00.00
1,150_
1,155_
1,160_
1,165_
1,170_
1,175_
1,180_
1,185_
1,190_
1,195_
PROPOSED GRADE
EXISTING GROUND
RT 419 LOOP B CONST. B.L. STA. 3000+00.00 BEGIN CONSTRUCTION
RT 419 LOOP D CONST. B.L. STA. 3002+50.00 END CONSTRUCTION
1
VPI
7 8 9
3308+00.00 3309+00.00 3310+00.00 3311+00.00 3312+00.00 3313+00.00 3314+00.00
1, 16
4 .0
BEGIN CONSTRUCTION
END CONSTRUCTION
1, 14
9 .7
DS = 40 MPH
3200+00.00 3201+00.00 3202+00.00 3203+00.00 3204+00.00 3205+00.00 3206+00.00
1,135_
1,140_
1,145_
1,150_
1,155_
1,160_
1,165_
1,170_
1,175_
1,180_
4
VPI
1
RT 419 LOOP D CONST. B.L. STA. 3200+00.00 BEGIN CONSTRUCTION
RT 419 LOOP D CONST. B.L. STA. 3203+00.00 END CONSTRUCTION
EXISTING GROUND
PROPOSED GRADE
21 3
1, 16
2 .9
