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HomeMy WebLinkAboutSDP201300063 Plan - Approved 2015-08-07SDP-` 201300063 FINAL SITE PLAN L C 0 S 0 S C A S S 9 D F - D - � I - - - r- III AX M AV` 4 5 FDA 1111-'1%:; C E L 10 013 'RIO 9 ALIED)EMAR)LE COU IA DIST'R'ICT, NTY, VIR)GIN SITE DATA SHEET INDEX SITE PLAN NUMBER: SDP2013000063, WP0201300075 C -100 ......... COVERSHEET LEGAL REFERENCE: TAX MAP 45, PARCEL 10013 C- 101......... EXISTING CONDITIONS AND DEMOLITION PLAN C- 201........ SITE PLAN SOURCE OF TITLE: DB 4356, PAGE 399 C -202 ........ GRADING & UTILITY PLAN C -203 ....... LANDSCAPE PLAN PARCEL ADDRESS: 660 RIO ROAD WEST C -204 ......... PHOTOMETRIC PLAN C- 301........ SITE DETAILS & NOTES OWNER /APPLICANT: KSR INVESTMENTS, LLC C -302 ........ MAINTENANCE OF TRAFFIC PLAN 943 GLENWOOD STATION LANE CHARLOTTESVILLE, VA 22901 ZONING: C1 - COMMERCIAL, EC- ENTRANCE CORRIDOR, AIA- AIRPORT IMPACT AREA MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY: DEED RECORDED IN DB 297, PAGE 5. LEGEND SOURCE OF TOPOGRAPHY: 4 -FOOT CONTOUR INTERVAL FROM ALBEMARLE COUNTY CIS MAPS (USGS DATUM). PP POWER POLE A VISUAL INSPECTION OF THE TOPOGRAPHY WAS PERFORMED BY TIMOTHY MILLER, WM WATERMATER L.S. ON MARCH 20, 2014 AND VERIFIED THAT IT IS CORRECT. SSM SANITARY SEWER MANHOLE FFE FINSHED FLOOR ELEVATION PAVING SPECIFICATIONS: SURFACE MATERIAL -1 1/2" VDOT SM9.,5A TPD TELEPHONE PEDESTAL BASE MATERIAL - 6" VDOT #21A LP LIGHT POLE SIDEWALK SPECIFICATIONS: SIDEWALK - 4" CONCRETE BASE MATERIAL - 4" VDOT 57 CURRENT USES: VACANT PLUMBING FIXTURES PROPOSED USE: AUTOMOBILE REPAIR WITH 3 BAYS. ADT = 30 TPD. EXISTING FIXTURES: EXISTING BUILDING SHALL BE USED FOR STORAGE. LAVATORY ....... 1 TOILET .............. 1 PARKING SCHEDULE: BATHTUB ......... 1 REQUIRED: AUTOMOBILE REPAIR -2 SPACES /BAY * 3 BAYS = 6 SPACES 1 SPACE /EMPLOYEE * 3 EMPLOYEES = 3 SPACES NEW FIXTURES: TOTAL REQUIRED = 9 SPACES. LAVATORY ...... 1 PROVIDED: 9 SPACES (INCLUDES 1 VAN ACCESSIBLE SPACE) TOILET .............. 1 WATER AND SEWER: ALBEMARLE COUNTY WATER AND SEWER AUTHORITY SWM WATER QUALITY: ONSITE BIORETENTION -LEVEL 2. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. Land Use Table Description Pre - Development % Post - Development % Buildings 816 2.5% 3,403 10.3% Paved 0 0.0% 5,626 17.1% Pervious 32,092 97.5% 23,879 72.6% Total 32,908 100.09/. 32,908 100.0% SIGNATURE PANEL APPROVALS , 1 iDEPARTMENT DEVELOPMENT PLANNER/ZONIN,"i 1 2� 'I'll, RI, ENGINEER INSPECTIONS Q �d �.. w 'DEPARTMENT L�1' =[I'� II►►� :VIRGINIA DEPARTMENT--OF TRANSPORTATION i ■ ■ ■ %' /. i J 2 VICINITY MAP � 0 SCALE: 1 "= 1000' , I I I , , J, I I I I I I I I "Y W 1 PARCEL OVERVIEW -10 SCALE: 1" = 50' ti \ / TMP 45 -IOIB + AUTO, LLC " DB 2130 -30 USE. VACANT ZONING: C1 S. 42128'26-- -E - - - - - - - 87.12 _ - -' Refer to Sheets I 1 L '-- - - - - -- Zo- sAN► Aftr EAS��+I< "T I I C -101 C-201, \ 1 \ 1 DB 1270 -701 1 1 C -202, C -203 1 I 1 I I TMP 45 -100 ` + KSR INVESTMENTS, LLC + r' 32,908 SF / I 0..755 ACRES DB 4356 -399 TMP 45 -IOOA I , TMP 45- IOOC USE: VACANT JOHN THOMAS TON DINH DB 36 1 -52 ZONING: I✓1 I GRDB ESTATE 297 544 l USE: V CANT ; ; USE. VACANT ZONI C1 x r: ZONING: C1 , rj � r-------- i 5n Dow I -32 I I I I i i 1 / - - 112-0 371154' � ' I 8. i + 280' TO Berkmar Drive - STATE ROUTE 63> RIO Rn A n ., `sYST rBLIC R11jr i r ! r r r 1 t r r r r t r r � ! , fI 1 , r , i r r r r I i 50 0 50 100 150 In N? VNIINP111111 mop SCALE: 1 " =50 �� \NIA M J� � 1 2� ZI: r o � z � � Q �d 'YO 6 4 / Jar n Q� >� Z C\2 Z CQ o u c12 w f W 30 z co,a �D E-, �.w z zCO U� � w I� CJ W w L2 Q o o �° CS 0 I f- w w ° E E E 0 0 0 C-3 U U =3 =3 =3 O O O C..) U U Hee© M E--- q Z co U Z W O C N = � w � M N Q ry H TO H V LJ J I- O ~ m m m Z Q Q � a W ) SHEET NO. Z D ° M Cn W W O � 0 p Fn W p U >� Z C\2 Z CQ o u c12 w f W 30 z co,a �D E-, �.w z zCO U� � w I� CJ W w L2 Q o o �° CS 0 I f- w w ° E E E 0 0 0 C-3 U U =3 =3 =3 O O O C..) U U Hee© co E--- q co U Z W � w � TO H V LJ J I- ~ W O � a W ) SHEET NO. C-6-100 SHEET 1 of 8 MA T CHLINE A 488--- - _ -- SSM Top= 487.54 Inv In = 478.94 TMP 45 -101 B ' / /` Inv Out = 478.64 AUTO, LLC - - — _VB 2130 -30 USE:-VACANT - % ZONIN6%-Cr \ - `--- 484 ----- Existing Trees - � 1270 -701 -488-- - - - - ` -- SSM Top= 487.54 I I Inv In = 478.94 Inv Out = 478.64 I 496__ ;w -- CIA- T_- _CHLINE A \ -- TMP 45 -100B -- -504 ` -- I KSR INVESTMENTS, LLC 32,908 SF 0.755 ACRES DB 43-56 392, USE: VACANT 508,_ ZONING: Cl ° -- e 512— Existing Trees � a, ( ( TMP 4 - C I I TON D1 ( 1 -Story Structure ( DB 3651 -52 \ ( USE: VACANT I Storage Area ZONING: C1 ( FFE= 524.38 (` \ Height =15 JL Water Service J-1526 Portion to Be \ ` removed \ L-- `i Existing Tree ( 530 I — ( I t. 1 30 17i1• Ciln.. C -532 10 Parking Set ac l 4 d '• - Lo _ \ >-o t- c ° Z O I I 520 I 1 -528- - _ e - To Sawcut alk and Curb ' `— T��mov\c ct -- -- Line _ — __ •�� ATE ROUTE 6a --, VARIABLE 411DTH pUST ' Left Turb _ Arroy 7o Be o Era icated "`-- 8 DI WATER MAIN 'a 20 0 20' 40' 60' - SCALE: 1 " =20' — - I �rV�.�Ly. L ' �0�� C:) \ O � � w t o I Q H Q Q m m m V1 _ m n U U) z 0 w 71 0 w Y E-4 W Li H w Q l J;4 ~ w 0 o U a� w V) a� Z 5) 0 CQ w awco i a � z ` � ( Z L) TMP °4`5,- 100A JOHN THOMAS GREEN, EST-A-T -Y .� DB 297 -544 z USE: VACANT j W ZONING: Cl I I 520 I 1 -528- - _ e - To Sawcut alk and Curb ' `— T��mov\c ct -- -- Line _ — __ •�� ATE ROUTE 6a --, VARIABLE 411DTH pUST ' Left Turb _ Arroy 7o Be o Era icated "`-- 8 DI WATER MAIN 'a 20 0 20' 40' 60' - SCALE: 1 " =20' — - z O Q_ X Ld E E E 0 0 0 U U U U U U -;�"l ::, fl OM©© �rV�.�Ly. L ' �TC � � w o (1 H 4W V1 E-4 W z O Q_ X Ld E E E 0 0 0 U U U U U U -;�"l ::, fl OM©© SHEET NO. C-Ml SHEET 2 of 8 �rV�.�Ly. L ' �TC o (1 H o V1 E-4 W Li H H Q 0 J;4 ~ w 0 o a� w V) SHEET NO. C-Ml SHEET 2 of 8 / / TMP 45 -fOfB AUTO, LLC DB 2130 -30 USE: VACANT ZONING: C1 - -r I I _ i Ir 61 • ' • • � I 1 I I � I ( I I ( ( I 1 i 1 L U U) I TMP 45- f00B ASR .INVESTMENTS, LLC 32,908 SF 0.755 ACRES I DB 4356 -399 I USE. VACANT ZONING: C1 I I ( I ( I j New SWM Access & Maintenance I 1 I Easement I I ) _ TMP 45 -100C (' — -i4.00' ( I I TON DINH ) i -Story Structure ) DB 3651 -52 f a e Area o Storage I) ) USE. • VACANT FFE= 24.38 °' 5 I - ZONING: C1 )C`+ (� -` I Height -15' `14 (_ 34.00' I ) ) o I I I .00 50.00'--T-- 0.00' A I . I New 1 -Story Building 2,500 SF o FFE= 525.50 Height =20' New WP I cp- ( I , Office Concrete I (FFE= 530.801 Sidewalk I 50.00' 3 14.00'- CG -12 CC --6 .47' j 4 Space @ 9')18' I XN — 'I - d Reserved for Future -� -_ — — -� C14 ��♦. Commercial Entrance l Easements. •M 4 Space @ 9'x 6' 2' Ove hang 10 PnrLtn,, c_� "ft- NO TMP 45 -IOOA JOHN THOMAS GREEN, ESTATE DB 297 -544 USE: VACANT ZONING: C1 New Bioretention- Level 2 (Specification No. 9) See Detail 1/C -302 I ) I ) I ) I ) New Retaining Wall With Handrail Max Height =3.5' " Asphalt Curb 16.6 2R — — STAY ROUTE 63> -- RIO ROAD WEST — --- VARIABLE WIDTH `- PUBLIC R/ ► IL � A, a A b i A ti...J J� w ' o o L �� J Z � 0 0�,� 0 Q�OF z O v W ° E E E U v U 5M©E ti...J ON" 0 z �4 '� a� o 0 t� � UOWW z O to N = I- z �z z N r7 Q ry Of r O W III m m m Z 4 Q U z 0 0 m Ln W W 0 No. Q Z Y SHEET 3 of 8 ry 0W ° n czi z O v W ° E E E U v U 5M©E ti...J ON" �z �4 '� a� o t� � UOWW z O I z I I- z �z z W z O v W ° E E E U v U 5M©E ON" r� o I I I W O z O v W ° E E E U v U 5M©E r� o W O J r rHn f= H 0 0 Uj SHEET No. C�201 SHEET 3 of 8 CIA T CHLINE C �G�� I A ¢ < SSM I I z O Top = 487.54 Inv In = 478.94 TMP 45 -101B , j Inv Out = 478 .664 _ I I I �0 O� AUTO, LLC _ 0 Q� _DB 2130 -30 ° ° 1 -' \ `�. -492- I ,, I --_,_ / U9E.- V.,4CANT ZONING: --E'1' r --"'_ \ `� I ( -- --- - - -" -- o z t I t � __._ ' ! _" --- ¢�4_ - .__- ___-- ---- -- -'`- -� - --- - _____-- ---- -- �,, \ \ •.,. _.__ ____ __ - __-_. ____. __-_ __ ____ __. _.__- __._ ______ ____ - ass- --._. --__ . I t; (1) z � W - sement I 1 _ - \ c? cLi 20 Sanitary F e I ( o 1270-701 1 C> Connect ipteral \ t existin stub MATCH.JNE'-C Ssm 1 Top= 487.54 I I �50 �1 Inv In = 478.94 I I \ \ I \ TMP 45 -100B \ \`• I I 1 \ KSR INVESTMENTS, LLC -- �j E­1 -+ I -Inv Out,= 47864 \ \ I 32,908 SF ° > -_ 1 0 -- -- _492- - I - \ \ -- -- -- _ 0.755 ACRES ° W B$-43-56- -30.4. � o I �' �,,• � C) ' W � Cz CO USE: VACANT .508 -° v '-� I I \ \ ZONING: C1 w d, co _512 -- CO a TMP 45 -IOOA \ e ',,JOHN THOMAS G.RFEN, EST-kYY -+ DB 297 -544 USE: VACANT ZONING: C1 I � W New Bioretentio� Level 2 (Specification No. �) 4" See Detail 1%C -302` TMP 45 -900C --- " I Roof Drain I ` --1 I ` \ I TON DINH DB 3659 -52 1 -Story Structure USE: VACANT � � Storage Area ZONING: C1 FFE 8 I ! Height =15' I c I I I I BW17.5I °' I i '' t - _ _ ♦ i 520 1 \ ' Roof rain �- TW21.0 New Water S24 1 B 7.5_ 1 I Service ; 520 - New 1 -Story Building TC26.0 TC2r Tw23.0 New Retaining Wall -- 2,500 SF TC 5.0 With Handrail BW21.0 FFE= 525.50 � Max Height =3.5' Height =20' New WP I TC25.8 o 1 e New Backflow TC26.0 TC25.8 I _ TW23.8 o M ° m co .,Preventer I BW23.8 I o o Office I s28 FFE�530.80 r� 526 - _J4-" ,Roof Drain I _j TC30.9 TC 9.5 528 - 2 3C30.7 I I 0 Cn W W I J 1 TC29.5 w 0 CD ` TC29.5 ,-TC29.6 I ° E E E �-- - - - U c0 c° °530 TC .95 -- -2'J !' N w Water mployees Only `52 Service ~� Sign ` 0 0 0 .� 530 ``�' v v v I TC31.2 30-- TC30.8 ' `532 TC i2.0 TC 2.0 Wm► .' ' -.. 532 �' -` ► - ' 32.1 ench j. H XIn :a }x ... ---- sidewalk �m 'No Left Turn' �� , , . A . > � Elev��3�$ ` Ent ry� New Pavement Section STATE g --- match exist* shall Q �j - - - _ - ROUTE 63� sec ion r g pavement RIO ROAD VEST n Rio` -R`o`od VARIABLE T1'IDTH `� `�` `- ,-- � PUBLIC R' -" t� "`.,_, •/ iii 8" DI WA MAIN - Ld 1 6 TER _____ f O a w V) SHEET NO. '` -.- , -,... ""'w '•" "'-- ---- -_. -"' --._ � 4 .. 4 Fes""' x /i� 20' 0 20' 40' 60' _ C�202 °" SNEET4of 8 SCALE: 1 " =20' r ` - - _ _ --_ _. -'_- MATCHLINE D . Existing Trees To Remyin_..- -- \ TP V) o 0-•__. -488 -- MA.TCHLINE_D_ TMP 45 -1OOB --- ° I ( \ \ KSR INVESTMENTS LLC 32,908 SF > 492 -�- _ I I _ -- _ _ _ ~ _ _ w 0.755 ACRES ,w — DB- -$3.56 -3&a o \ USE: VACANT &0,3 \ ZONING: C1 > -- 512— \ Existing Trees ~~ _ To Remain ( `° (10,900 SF) `. — --- ----- 516 a County of Albemarle Conservation Plan Checklist – To be placed on Landscape Plans (Handbook, pp III- 284 -111 -297 for complete specifications) 1. The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre - Construction Conference: i� Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: 1� Trees to be retained within 40 feet of a proposed building or grading activity shall be protectied by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 14. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall sharp be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommmended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE f (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 CONSERVATION PLAN CHECKLIST SCALE: NTS LANDSCAPE SCHEDULE SYMBOL KEY NAME SPECIES QUANTITY Minimum Size CANOPY PE TREE SUBTOTAL CANOPY T -2 White Oak aiba Quercus 5 2.5" caliper 289 1445 ® T -3 Dogwood Cornus Florida 4 2" caliper r ' TMP 45 -101 B ' r Eastern Redbud Cercis Canadensis 6 AUTO, LLC 124 744 ® — 492 - - _ Japanese Holly - , DB 2130 -30 24 24" in Height N/A N/A j I TMP 4 - C UST L- 174CANT �-- - - _ — — ---i TOTAL= 2,685 I 1 -Story Structure USE. CAT VAN I Storage Area FFE= 524.3$ ) ZONING: C1 �' ` Height =15' i - ` — . Existing Trees To Remyin_..- -- \ TP V) o 0-•__. -488 -- MA.TCHLINE_D_ TMP 45 -1OOB --- ° I ( \ \ KSR INVESTMENTS LLC 32,908 SF > 492 -�- _ I I _ -- _ _ _ ~ _ _ w 0.755 ACRES ,w — DB- -$3.56 -3&a o \ USE: VACANT &0,3 \ ZONING: C1 > -- 512— \ Existing Trees ~~ _ To Remain ( `° (10,900 SF) `. — --- ----- 516 a County of Albemarle Conservation Plan Checklist – To be placed on Landscape Plans (Handbook, pp III- 284 -111 -297 for complete specifications) 1. The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre - Construction Conference: i� Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: 1� Trees to be retained within 40 feet of a proposed building or grading activity shall be protectied by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 14. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall sharp be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommmended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE f (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 CONSERVATION PLAN CHECKLIST SCALE: NTS TREE CANOPY CANOPY REQUIRED (10% OF TOTAL AREA) ...... 32,908 *0.10 = 3,291 SF EXISTING CANOPY TO REMAIN ................... ............................... 12,800 SF STREET TREES FRONTAGE ON RIO ROAD ................... 86 LF TREES REQUIRED (1/50 LF) ............. 86/50 = 1.7 TREESPROVIDED ................ ............................... 2 PLANTING SPACE PLANTING SPACE REQUIRED (5% OF PAVED PARKING AND TRAVELWAY AREA) ....... 4,625 SF *0.05 = 231 SF PLANTINGSPACE PROVIDED ....................................................................................... ............................... 390 SF 2 LANDSCAPING SCHEDULE �-20y SCALE: NTS LANDSCAPE NOTES: 1. All site plantings of trees and shrubs shall be allowed to reach, and be rnaintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 'Sr 4�1r 0, �O LANDSCAPE SCHEDULE SYMBOL KEY NAME SPECIES QUANTITY Minimum Size CANOPY PE TREE SUBTOTAL CANOPY T -2 White Oak aiba Quercus 5 2.5" caliper 289 1445 ® T -3 Dogwood Cornus Florida 4 2" caliper 124 496 T -4 Eastern Redbud Cercis Canadensis 6 2.5" caliper 124 744 ® S -1 Japanese Holly Iles Crenota 24 24" in Height N/A N/A j I TMP 4 - C `152 0. �-- - - _ — — ---i TOTAL= 2,685 TREE CANOPY CANOPY REQUIRED (10% OF TOTAL AREA) ...... 32,908 *0.10 = 3,291 SF EXISTING CANOPY TO REMAIN ................... ............................... 12,800 SF STREET TREES FRONTAGE ON RIO ROAD ................... 86 LF TREES REQUIRED (1/50 LF) ............. 86/50 = 1.7 TREESPROVIDED ................ ............................... 2 PLANTING SPACE PLANTING SPACE REQUIRED (5% OF PAVED PARKING AND TRAVELWAY AREA) ....... 4,625 SF *0.05 = 231 SF PLANTINGSPACE PROVIDED ....................................................................................... ............................... 390 SF 2 LANDSCAPING SCHEDULE �-20y SCALE: NTS LANDSCAPE NOTES: 1. All site plantings of trees and shrubs shall be allowed to reach, and be rnaintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 'Sr 4�1r 0, �O I "� °: Roof Dra °n r — I 3 A ( z �- o 0 Q� N o N o to Existing Trees N 0 ry ft� To Remain I < ~ (1,900 SF) o w w Z Q Q m m M 0 1 E0 _ 1 I � l � I � a E- .-a I w _ I �1" 9C `\ �+ >' Cs co b �ozW \\ Z U�z ( \ P \ TMP 4� -100A - Z JOHN THOMAS GRREN,_,,..EST-A-TY � \ DB 297 -544 USE: VACANT l Z ZONING: C1 W \ I New Bioretentio�"Level 2 (Specification No. �) See Detail 1/C -302` J I I l 1-- - - - --� l 520 New Retaining Wall With Handrail Max Height =3.5' W T a- IQ CD O CO I i0 N �o I Z 0 T- I I = C \ l o E E E r U U U - 5,30 -528- __ -' N w Water s` Service 0 0 0 \ 530 - I _ C N M S -1(9 - - - -2 \ 532 T -3 H -3 C) � -3 �9 a ; . --- --- — T- T- ♦ 532 1 r STATROUTE 631, --- F—+ RIO ROAD WE --- Q-+ VARIABLE WIDTH ST PUBLIC H W -' Q- > ♦ A.- 4 SHEET NO. a, W _ 7J SHEET 5 of 8 , Q* I I \ 4" Roof Drai n ( j I TMP 4 - C `152 0. �-- - - _ — — ---i TON DINH DB 365152 I 1 -Story Structure USE. CAT VAN I Storage Area FFE= 524.3$ ) ZONING: C1 �' ` Height =15' i - ` — I r " Roofra' V Ak New Water S24 T -4 Service T -4 - New 1 -Story Building - - - 2,500 SF I FFE= 525.50 New WP Height =20' ( ' New Backflow ° .'Preventer I - _ r r r -1 Office T- T ` S2 T 4 !�F �5 0 80� $26 I "� °: Roof Dra °n r — I 3 A ( z �- o 0 Q� N o N o to Existing Trees N 0 ry ft� To Remain I < ~ (1,900 SF) o w w Z Q Q m m M 0 1 E0 _ 1 I � l � I � a E- .-a I w _ I �1" 9C `\ �+ >' Cs co b �ozW \\ Z U�z ( \ P \ TMP 4� -100A - Z JOHN THOMAS GRREN,_,,..EST-A-TY � \ DB 297 -544 USE: VACANT l Z ZONING: C1 W \ I New Bioretentio�"Level 2 (Specification No. �) See Detail 1/C -302` J I I l 1-- - - - --� l 520 New Retaining Wall With Handrail Max Height =3.5' W T a- IQ CD O CO I i0 N �o I Z 0 T- I I = C \ l o E E E r U U U - 5,30 -528- __ -' N w Water s` Service 0 0 0 \ 530 - I _ C N M S -1(9 - - - -2 \ 532 T -3 H -3 C) � -3 �9 a ; . --- --- — T- T- ♦ 532 1 r STATROUTE 631, --- F—+ RIO ROAD WE --- Q-+ VARIABLE WIDTH ST PUBLIC H W -' Q- > ♦ A.- 4 SHEET NO. a, W _ 7J SHEET 5 of 8 , Q* LUMINAIRE SCHEDULE N \ N Description Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts X 0.1 fc 0.4 fc 0.0 fc N/A N / A Lithonia DSX2 LED DSX2 LED W /2LARGE & m ❑ B 1 100C 700 50K 2 MEDIUM LIGHT LED DSX2—LED-10 Absolute 1.00 218 Z Q TFTM MVOLT HS ENGINES, (2) 700mA OC_700 -50K T to MOUNTED ON ,DRIVERS, 5000K LED, FTM_MVOLT 0 LJJ _ LITHONIA SSS 16 TYPE TFTM OPTICS, HS.ies - 4C POLE WITH HOUSE SIDE V SHIELD Lithonia CSXW CSXW LED WITH 1 LIGHT C 1 LED 1 3OB700 /40K ENGINE, 700mA DRIVER, LED CSXW LED _1 Absolute 1.00 74 N SR2 MVOLT 4000K LED, TYPE 2 _3013700 40K_ 4 OPTICS SR2_MVOLTA es STATISTICS N \ N Description Symbol Avg Max Min Max/Min Avg/Min Coles Auto X 2.3 fc 10.2 fc 0.1 fc 102.0:1 23.0:1 Property Line X 0.1 fc 0.4 fc 0.0 fc N/A N / A LUMINAIRE LOCATIONS N \ N No. Label X Location Y Z MH Orientation Tilt 1 B 202.0 127.9 16.0 16.0 40.3 0.0 2 C 272.3 190.2 15.0 15.0 130.1 0.0 MOTES: 1. Outdoor lighting shall consist of one pole mounted and one wall 2. Light pole shall be mounted on a concrete base. Top of base 3. Color of light fixtures shall be Dark Bronze. 4. Each outdoor luminaries equipped with a lamp that emits 3,000 be a full cutoff luminaries and shall be orrannged or shielded to adjoining residential districts and away from iadjacent roads. The luminaries onto public roads and property in residential or rural not exceed one —half foot— candle. 5. Photometric plan provided by Illumination Corncepts & Sales. mounted fixture. shall be flush with ground. or more initial lumens shall reflect light away from spillover of lighting from areas zoning districts shall AM, LLC M 2131 -V ZONIK.- C1 SrAit Ralf 6�I vq�Q ROAD �'CC 4-,,W 0) N r7 N \ N Z 0 = Q ::E Q Z W Q W Q m m m M 0 0 Ln Z Q 0 W Z 0 W Y rn to G! 0 � W 0 LJJ _ O - d 0 V O .- N C\2 W W ��M 5lz 4 El CCA &'O O °4 U2 ova �W10 Z W Z 0 h iz V) +✓ W N N E E E C) U U ::1 71 � v° lee© i r 1 W � W ~ H W 0 v W 0 d o_ SHEET NO. W W O C -204 SHEET 6 of 8 Ln W `- rn to O - O .- N r- O O Z 0 h iz V) +✓ W N N E E E C) U U ::1 71 � v° lee© i r 1 W � W ~ H W 0 v W 0 d o_ SHEET NO. W W O C -204 SHEET 6 of 8 12" TYP r T RESERVED PARKING 18" VAN CORNER RADIUS 6"ACCESSIBLE IS 1.5" (TYP) PENALTY " awaY mnE 12 14 "R boo -sou RnE 4" WIDE WHITE PAINTED LINES 8" DIA. ! 1' i 4" 10" 1' -10" �---- 9' --�-- - 8' SEE _ I _ 8' Min , NOTE 1 T Min V4" WIDE WHITE PAINTED LINES TIRE STOP (TYP) 4" WIDE WHITE PAINTED LINES NOTES: 1. ACCESS AISLE WIDTH SHALL BE 5' FOR HANDICAP SPACES AND 8' FOR VAN ACCESSIBLE SPACES. 2. SEE SITE PLAN FOR LOCATION AND DIMENSION OF HANDICAP SPACES. DIMENSIONS SHOWN HERE ARE MINIMUMS. 3. TIRE STOPS SHALL BE INSTALLED 2' FROM FACE OF CURB IN EACH' HANDICAP SPACE. 4. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN, THE VIRGINIA STANDARD "RESERVE PARKING" SIGN AND STANDARD "PENALTY, TOW -AWAY ZONE" SIGN SHALL BE INSTALLED. 5. FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN AS VAN ACCESSIBLE, PROVIDE "VAN ACCESSIBLE" SIGN WITH MINIMUM "2" HIGH LETTERING MOUNTED UNDERNEATH RESERVED PARKING SIGN. 6. SIGNS SHALL BE MOUNTED WITH THE BOTTOM OF THE SIGN NO LESS THAN 5' AND NO MORE THAN 7' ABOVE THE FINISHED GRADE. 7. THE REQUIRED ITEMS MAY BE CONTAINED ON ONE OR MULTIPLE SIGNS. SUBMIT SHOP DRAWINGS FOR SIGNS. 8. SIGNS SHALL COMPLY WITH THE LATEST EDITION OF UFAS (UNIFORM FEDERAL ACCESSIBILITY STANDARDS), VUSBC (VIRGINIA UNIFORM STATEWIDE BUILDING CODE), AND THE CODE OF VIRGINIA SECTION 36- 99.11. HANDICAP ACCESSIBLE PARKING DETAIL SCALE: NTS COMPACT SAUCER 3" MULCH - MIN. DEPTH FINISHED GRADE 8" MINIMUM DEPTH 1-12 OF PREPARED SOIL 9" MINIMUM MIXTURE - TAMP TO PREVENT SETTLEMENT 3 SHRUB PLANTING DETAIL -301 SCALE: NTS ALBEMARLE COUNTY ENGINEERING GIN' A Saw-cut Exist New Paved Entrance GENERAL CONSTRUCTION NOTES N Pavement 1 from p = , existing gutter Match Existing Rio Road New 1.5" VDOT SM -9.5A = �\ Pavement 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING F- \ a d Exist Pavement New 6" VDOT 21A CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA an Rio Road DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY � :.::..w• REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 0 z 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE N 3: APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, 0 GRADING OR OTHER CONSTRUCTION. M o 1­1 ]:�i Existing i 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. r W 0 Sub grade 10, 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY o w lw 2 NEW PAVEMENT DETAIL, OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. o < Z o 0 LJJ -301 SCALE: NTS 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION o < 71 v OF THE COUNTY, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ° w r p U 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM ACSA GENERAL WATER & SEWER CONDITIONS TRAFFIC CONTROL DEVICES. 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE CLASS Ill. WORK. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. a H r, �� _10 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND Z Q SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IS NATIONAL GEODETIC SURVEY. ALBEMARLE COUNTY ENGINEERING w 5 ED Z " GENERAL STORMWATER MANAGEMENT NOTES �' F C 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING KISS UTILITY (1- 800 - 552 - 7001). (`�' � w o � 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum �I x 0 . � 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical Z PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND engineer is to be present during construction of dams. CO WATER LINES, ETC. ,-, co a . Pipe and riser joints are to be watertight within stormwater management facilities. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater W `� management facilities; conversion is not to take place until the site is stabilized, and 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A permission has been obtained from the County erosion control inspector. FUTURE EXTENSION OF THE LINE. Q.I 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT.) ,- -------- � I � t 1 i I it I j I I 1 I !1 I ! 1 I I I I M• 1-�s �u 1 l A �Qy' �---- - - - --1 I FM ! ! nr "�1 '"`Y [`y 1 r -i I i Kj - W i ---- ",°"'.�'s�l"""-,�.'�► --� ..iii �.w.�..,- ,,, -.-�1A 5 DETAIL FOR SITE DISTANCE -301 SCALE: 1"=50' Varies -- Expansion Joint 3000 psi Concrete Depth = 4 inches Finished Grade Compacted VDOT 21A Depth = 4 inches 4 CONCRETE SIDEWALK DETAIL -301 SCALE: NTS I ! I 1 I I I i I I I , Il , Wa Iff , vu HWPKV 1 1 , I I I , I , I I I , Iy , ! I , X400 Sight / I / r 1r �l nvA.D WEST I f I I 5-0" MAX -0. 1 7 METAL HANDRIAL DETAIL -301 SCALE: NTS - BLACK METAL RAILING MAX CLEAR OPENING BETWEEN MEMBERS = 4" FTOP OF CONC. w � WALL d ,°, o C° o cal 0 0 EMBED POSTS IN CONC. AS PER MFG'S RECOMMENDATIONS Z 0 Vo co co Cn ov �, C C c Note: ° E E E Load Condition A Shown E E E (No Backslope - No Surcharge) U U C.) c c c 28" Top Block Move Blocks Forward During o 0 0 Installtion to Engage Shear C' " `' SETBACK = 1.25" Handrail Knobs (Typical) (4.0° Batter Angle on Wall) O N n _ Ground Level III 1;-111 ... •�_._ _. ... -il !li ii (i IlE7, Iii. -1!L Ili -11 111 I� � II' I �_ �!, I !� I � -:!(�= III lil Ili III ll� ICI !I�_ II III -1� �1- !I �i! -' E I!I;.I II!. i Exposed p III .III lip II( iii - Wall I! ! ' ' _ -' Free Draining Backfili to Extend Wall 3.5 Max L- III III -u Ili -il at Least 12" Behind Wall Height it i. li' ill Ili I W Non -Woven Geotextile Ground Level =II. Iil_,It "i,I''I! L F Specified) - I Fabric (If Speci II li ! i_li II _rill. It= I: III 1 I'TI I I u I iii i l t i _I 46 ', i - r- 28" Bottom Block Levelinglllil Till lllil ' , l!II II 1liill1�ll1 1, Pad I_I�IIlil " iil -ll W ni Iii Ilk H ll 1 i I i it 1 II I ! ^I E Q h-� --- Perforated Sock Drain r--I ,Ii ii!ii it - ,,i.' Crushed Stone (As Specified by Engineer) Q Leveling Pad Color of Wall shall be See Redi- Rock.com for Detailed Buffalo Brown RC5004 Section Drawings of Each Condition Shown in the Design Charts H W ui DRAWN BY d- J. JOHNSON 12/08106 Redi -Rock International, O LLC CHECKED BY APPROVED BY DRAWING FILE REVISION Typical 28 in Block Gravity Wall.dwg 4" ISSUE DATE SCALE SHEET NO NO SCALE I 1 OF 1 14- 7 METAL HANDRIAL DETAIL -301 SCALE: NTS - BLACK METAL RAILING MAX CLEAR OPENING BETWEEN MEMBERS = 4" FTOP OF CONC. w � WALL d ,°, o C° o cal 0 0 EMBED POSTS IN CONC. AS PER MFG'S RECOMMENDATIONS Z 0 Vo co co Cn ov �, C C c Note: ° E E E Load Condition A Shown E E E (No Backslope - No Surcharge) U U C.) c c c 28" Top Block Move Blocks Forward During o 0 0 Installtion to Engage Shear C' " `' SETBACK = 1.25" Handrail Knobs (Typical) (4.0° Batter Angle on Wall) O N n _ Ground Level III 1;-111 ... •�_._ _. ... -il !li ii (i IlE7, Iii. -1!L Ili -11 111 I� � II' I �_ �!, I !� I � -:!(�= III lil Ili III ll� ICI !I�_ II III -1� �1- !I �i! -' E I!I;.I II!. i Exposed p III .III lip II( iii - Wall I! ! ' ' _ -' Free Draining Backfili to Extend Wall 3.5 Max L- III III -u Ili -il at Least 12" Behind Wall Height it i. li' ill Ili I W Non -Woven Geotextile Ground Level =II. Iil_,It "i,I''I! L F Specified) - I Fabric (If Speci II li ! i_li II _rill. It= I: III 1 I'TI I I u I iii i l t i _I 46 ', i - r- 28" Bottom Block Levelinglllil Till lllil ' , l!II II 1liill1�ll1 1, Pad I_I�IIlil " iil -ll W ni Iii Ilk H ll 1 i I i it 1 II I ! ^I E Q h-� --- Perforated Sock Drain r--I ,Ii ii!ii it - ,,i.' Crushed Stone (As Specified by Engineer) Q Leveling Pad Color of Wall shall be See Redi- Rock.com for Detailed Buffalo Brown RC5004 Section Drawings of Each Condition Shown in the Design Charts H W ui DRAWN BY J. JOHNSON 12/08106 Redi -Rock International, O LLC CHECKED BY APPROVED BY DRAWING FILE REVISION Typical 28 in Block Gravity Wall.dwg ISSUE DATE SCALE SHEET NO NO SCALE I 1 OF 1 6 RETAINING WALL DETAIL �-30V SCALE: NTS L o 0 w d V) SHEET N0. C�301 01 SHEET 7 of 8 , t 2 i f , j f , t : .._ —__ I I I r 1 i l 1 ! I 1 I August 2011 I I t t rJ t - - - -' ' _ -- — - t 1 1 L_J ... II 1 r -------------- Ii-------- ' � I 1 , ,. - -•-- _ - 250 ` Channelizing evice Shadow aisle - °_-'_ -'-'__ 1 END "` "'" ax spacing of 40' - - - - -- _ _ -- 70' ROAD WORK �______ - -................ .--- -Y"`-- - -``" _ - - - -- "' - R10 hannelizing Device r READ, ` --- G20 -2 V EST - -Max spacing of 20' ( t -- _ 1 ---- -- rJ t -------------- _ r t t � r t t i t 1 , t ' r t I -------------- t r -� _J ' r 1 ' f t ` 1 _ , t ! r 1 r l � , r t t 1 t r 1 , f f Page 6H -5 Page 6H -38 August 2011 August 4 -2R LAN ENDS MERGE j EF W9 -2L i t t t 1 I i- I If t 1 t 1 r , t 1� �f I Table 6H -2, Taper Length (L) Typical Traffic Control Outside Lane Closure O eration on a Four -Lane Roadwa Posted Speed Limit (mph) Width of Offset (Feet) g 10 11 s 25 95 105 1:15 30 135 150 165 35' 1$5 205 225 40 240 270 295 45 645— 675 REQUIRED (TMA REQUIREMENT 50 450 500 550 55 !495. ! 5501 X05. 60 540 600 660 65 5$5 . 650 720 70 630 700 770 L imiteci Access Highway merging taper I.PQ gfih ivL) pos. ted' Speed. ;S -L is d'.Sire �4J' i�iL S�E�Eti'g: c�) minirrMUi°ri. Table 611-3, Buffer Space/ Flagger Distance from Work Area Posted Speed Limit (mph) Distance (Feet) NOTES 115 -120 25 155-165 30 2(30 35 250- 260 2011 Virginia Supplement to the MUTCD, 2011 30 45 360- 380 50_, the posted speed limit is 45 mph or less. 55 500- 520 60. ` 65 645— 675 Outside Lane Closure Operation on a Four-Lane Roadway r y (Figure TTC -16.0) (Figure TTC -16.0) 1� NOTES NOTES: Standard: 1. This project is to be constructed in accordance 1. On divided highways having a median wider than 81, right and left sign assemblies shall be 135 required. 165 Guidance: 2011 Virginia Supplement to the MUTCD, 2011 2. Sign spacing should be 1300'-1500' for Limited Access highways. For all other roadways, the sign Virginia Work Area Protection [Manual. spacing should be 500' -800' where the posted speed limit is greater than 45 mph, and 350' -500' where 2. The location and mounting of the temporary signs the posted speed limit is 45 mph or less. 240 3. Care should be exercised when establishing the limits of the work zone to insure maximum possible 295 sight distance in advance of the transition, based on the posted speed limit and at least equal to or SHADOW VEHICLE greater than the values in Table 6H -3. For Limited Access highways a minimum of 1000' is desired. REQUIRED (TMA REQUIREMENT 4. All vehicles, equipment, workers, and their activities should be restricted to one side of the pavement. SEE NOTE 8) Standard: 450 5. Taper Length (L) and Channelizing Device Spacing shall be: SEE NOTE 7 Taper Length (L) Speed Limit Lane Width (Feet)_ (mph) 9 10 11 12 1� NOTES: t` 1. This project is to be constructed in accordance 30 135 150 165 180 2011 Virginia Supplement to the MUTCD, 2011 Virginia Work Area Protection [Manual. > `! 2. The location and mounting of the temporary signs 40 240 270 295 320 45. ,; 405 45t) 49a,.' 50 450 500 550 600 0 t l` 60 540 600 660 720 11 o Z a ¢�y�� 70 630 700 770 840 ITaper = "/3 L Minimum On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 6. An arrow board shall be used when a lane is closed. When more than one lane is closed, a separate arrow board shall be used for each closed lane (see Figure TTC -18). 7. The buffer space length shall be shown in Table 6H -3 on Page 6H -5 for the posted speed limit. 8. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at least one high intensity amber rotating, oscillating, or amber strobe light shall be parked 80' -120' in advance of the first work crew. When the posted speed limit is 45 mph or greater, a truck - mounted attenuator shall be used. 9. Vehicle hazard warning signals shall not be used instead of the vehicle's high4ntensity amber rotating, flashing, oscillating, or strobe lights. Vehicle hazard warning signals can be used to supplement high - intensity amber rotating, flashing, oscillating, or strobe lights. 10. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed as needed. R4 -V7L SEE NOTES 243 G2062 M ILLUMINATED FLASHING (AMBER CAUTION MODE)' TYK B OR ;C I 1� NOTES: t` 1. This project is to be constructed in accordance h with 2007 VDOT Road & Bridge Specifications, 2008 Road and Bridge Standards, 2009 MUTCD, 11 2011 Virginia Supplement to the MUTCD, 2011 Virginia Work Area Protection [Manual. > `! 2. The location and mounting of the temporary signs 1, shall be done in coordination with the VDOT Q�o� Inspector. M 3. The contractor shall provide additional temporary s___ - --- --� signs as required by VDOT. E 4. The allowable work hours for the entrance 0 connection to Rio Road will be 8:00 PM to 6:00 1 11 AM per NWRO allowable work hours. om% MT� V1 CQ W MAINTENANCE OF TRAFFIC PLAN SCALE: 1 » =80' W9 -39 LANE CLOSED 3S01 W20 -1 OAD WORK HEAD 44ST e I., errlaTV19 1� W N 4 1} U U) 1, cn Q�o� I, M LO o 1 E E I' 0 0 1 0 0 0 t l` Q 11 o Z a ¢�y�� M W r M M N M W (\ 1 MAINTENANCE OF TRAFFIC PLAN SCALE: 1 » =80' W9 -39 LANE CLOSED 3S01 W20 -1 OAD WORK HEAD 44ST e I., errlaTV19 r 1 H W C�+�C\2 �ZU oo L-12 w w U M z W CO A �D =� Z CO Z W Ln LC, Z O �G \N I A W N 4 U U) 0 0 cn Q�o� M LO o E E E 0 0 0 0 0 Q ry o Z a ¢�y�� M W r M M N M W w bi p U r 1 H W C�+�C\2 �ZU oo L-12 w w U M z W CO A �D =� Z CO Z W Ln LC, Z O U U) 0) cn LO o E E E 0 0 0 O N M O '� Cd , Z W w-1 E.. W d HQ Q) � � v cd � H � �-, o o LIJ tY- CL _ Fn SHEET N0. C-302 SHEET 8 of 8