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HomeMy WebLinkAboutSUB201500112 Plan - Revision 2015-09-11J O B N O . S H E E T N O . S C A L E D E S I G N E D B Y C H E C K E D B Y DATE D R A W N B Y D A T E REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. R:\103\36167-Dunlora_Subdivision\DWG\Sheet\CD\Road Plan\36167C-C0.0 COVER.dwg | Plotted on 9/10/2015 2:27 PM | by Clint Shifflett 0 6 / 2 2 / 1 5 DUNLORA V ROAD PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 COUNTY COMMENTS9/9/2015 N / A P R O P O S E D S I T E C 0 . 0 COVER J . W I L S O N C . S H I F F L E T T C . K O T A R S K I S h e e t L i s t T a b l e S h e e t N u m b e r S h e e t T i t l e C 0 . 0 C O V E R C 1 . 0 N O T E S & D E T A I L S C 1 . 1 N O T E S & D E T A I L S C 1 . 2 N O T E S & D E T A I L S C 1 . 3 N O T E S & D E T A I L S C 2 . 0 E X I S T I N G C O N D I T I O N S & D E M O L I T I O N P L A N C 3 . 0 L A Y O U T & U T I L I T I E S P L A N C 4 . 0 G R A D I N G & D R A I N A G E P L A N C 5 . 0 U T I L I T Y P R O F I L E S C 5 . 1 S T O R M W A T E R P R O F I L E S C 5 . 2 R O A D A N D S I G H T D I S T A N C E P R O F I L E S C 5 . 3 S T O R M S E W E R D R A I N A G E A R E A M A P L 1 . 0 P L A N T I N G P L A N L 1 . 1 L A N D S C A P E N O T E S & D E T A I L S J O B N O . S H E E T N O . S C A L E D E S I G N E D B Y C H E C K E D B Y DATE D R A W N B Y D A T E REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. R:\103\36167-Dunlora_Subdivision\DWG\Sheet\CD\Road Plan\36167C-C1.0 N&D.dwg | Plotted on 9/10/2015 2:27 PM | by Clint Shifflett 0 6 / 2 2 / 1 5 DUNLORA V ROAD PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 COUNTY COMMENTS9/9/2015 N / A C 1 . 0 NOTES & DETAILS J . S H O W A L T E R C . S H I F F L E T T C . K O T A R S K I S I T E D A T A : T A X M A P P A R C E L : T M 6 1 - 1 6 4 ( D B 2 4 7 6 P G 6 2 6 ; D B 2 0 5 1 P G 3 ; D B 1 8 8 0 P G 9 8 & 1 0 2 ; D B 4 6 1 8 P G 7 3 7 ) Z O N I N G : R 4 . T H I S S I T E L I E S W I T H I N T H E A I R P O R T I M P A C T A R E A . M A G I S T E R I A L D I S T R I C T : R I O P R O J E C T A R E A : 4 . 8 4 A C R E S . ( 4 . 9 4 A C R E S - 0 . 1 0 A C R E T O B E C O N V E Y E D T O A D J A C E N T P A R C E L ) S O U R C E O F B O U N D A R Y A N D T O P O G R A P H Y : T I M M O N S G R O U P . 2 8 1 5 N A U G U S T A S T S U I T E C S T A U N T O N , V A 2 4 4 0 1 ( 5 4 0 ) 8 8 5 - 0 9 2 0 C O N D U C T E D O N F E B U A R Y , 1 3 T H 2 0 1 5 D A T U M : H O R I Z O N T A L : B A S E D O N N A D 8 3 , V I R G I N I A S T A T E G R I D S O U T H Z O N E . V E R T I C A L : B A S E D O N N A V D 8 8 , E S T A B L I S H E D T H R O U G H L E I C A S M A R T N E T B U I L D I N G S E T B A C K S : F R O N T : 5 F T ( M I N ) , 2 5 F T ( M A X ) S I D E : N O N E , 1 0 F T B U I L D I N G S E P A R A T I O N R E Q U I R E D R E A R : 2 0 F T P R O P O S E D U S E S : 2 0 S I N G L E F A M I L Y U N I T S L O T S : L O T S A L L O W E D : 4 . 8 4 A C x 4 L O T / A C x 1 . 0 5 ( P R E S E R V E D W O O D S B O N U S F A C T O R ) = 2 0 . 3 3 L O T S L O T S P R O V I D E D : 2 0 L O T S L O T S I Z E : N O M I N I M U M L O T S I Z E ( C L U S T E R D E V E L O P M E N T ) P R E S E R V E D W O O D S : P R E S E R V E D W O O D S R E Q U I R E D : 4 . 8 4 A C x 1 0 % = 0 . 4 8 4 A C P R E S E R V E D W O O D S P R O V I D E D : 0 . 6 0 5 A C C L U S T E R D E V E L O P M E N T O P E N S P A C E R E Q U I R E M E N T S : O P E N S P A C E R E Q U I R E D : 4 . 8 4 A C x 2 5 % = 1 . 2 3 A C O P E N S P A C E P R O V I D E D : 1 . 3 3 A C P A R K I N G : A L L P A R K I N G S H A L L B E L O C A T E D O F F S T R E E T I N D R I V E W A Y S A N D G A R A G E S . P H A S I N G : P R O J E C T S H A L L B E B U I L T I N O N E P H A S E . B U I L D I N G S I T E S : P A R C E L S 1 - 2 0 M A Y N O T B E F U R T H E R D I V I D E D . O N L Y 1 D W E L L I N G U N I T P E R L O T S H A L L B E A L L O W E D . B U R I A L S I T E S : N O C E M E T E R I E S E X I S T O N S I T E . W E T L A N D I M P A C T S : N O N E U T I L I T I E S : A C S A S T O R M W A T E R : W A T E R Q U A L I T Y C R E D I T S W I L L B E P U R C H A S E D O F F S I T E , W H I L E F L O W A T T E N U A T I O N W I L L B E A C H I E V E D T H R O U G H A N U N D E R G R O U N D D E T E N T I O N S Y S T E M . . D R A I N A G E D I S T R I C T : U P P E R R I V A N N A R I V E R W A T E R S H E D . T H I S P A R C E L I S N O T W I T H I N A W A T E R S U P P L Y W A T E R S H E D . A G R I C U L T U R A L / F O R E S T D I S T R I C T : N O N E T H E R E A R E N O C O N S T R U C T I O N A C T I V I T I E S P R O P O S E D W I T H I N T H E 1 0 0 - Y R F L O O D P L A I N . N O S T R E A M B U F F E R S E X I S T O N S I T E . B U I L D I N G S I T E N O T E : E A C H P R O P O S E D L O T ( O T H E R T H A N T H E S P E C I A L L O T S ) C O N T A I N S A B U I L D I N G S I T E T H A T C O M P L I E S W I T H S E C T I O N 4 . 2 . 1 O F T H E A L B E M A R L E C O U N T Y Z O N I N G O R D I N A N C E . P A R C E L A R E A S U M M A R Y : P U B L I C R / W : 4 0 5 1 1 S F P R O P O S E D L O T S : 1 1 6 5 7 1 S F O P E N S P A C E : 5 3 6 0 4 S F T O T A L S I T E A R E A : 2 1 0 6 8 6 S F ( 4 . 8 4 A C R E S ) O P E N S P A C E O W N E R S H I P / M A I N T A N E N C E : A L L P R O P O S E D O P E N S P A C E A R E A S A R E T O B E O W N E D A N D M A I N T A I N E D B Y A H O M E O W N E R S A S S O C I A T I O N . A V E R A G E D A I L Y T R I P S F O R S I N G L E F A M I L Y R E S I D E N T I A L ( I T E 2 1 0 ) = 1 0 A D T R O A D A : 2 0 0 A D T ( 2 0 S I N G L E F A M I L Y R E S I D E N T I A L U N I T S ) R O A D B : 1 1 0 A D T ( 1 1 S I N G L E F A M I L Y R E S I D E N T I A L U N I T S ) J O B N O . S H E E T N O . S C A L E D E S I G N E D B Y C H E C K E D B Y DATE D R A W N B Y D A T E REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. R:\103\36167-Dunlora_Subdivision\DWG\Sheet\CD\Road Plan\36167C-C1.0 N&D.dwg | Plotted on 9/10/2015 2:28 PM | by Clint Shifflett 0 6 / 2 2 / 1 5 DUNLORA V ROAD PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 COUNTY COMMENTS9/9/2015 N / A C 1 . 1 NOTES & DETAILS J . S H O W A L T E R C . S H I F F L E T T C . K O T A R S K I 4 " 2 1 - B S T O N E C O M P A C T E D S U B G R A D E C O N C . W A L K E X P A N S I O N J O I N T A T M A X O F 3 0 ' , W I T H P R E M O L D E D E X P A N S I O N F I L L E R C O N T R O L J O I N T S P A C E D A T W I D T H O F W A L K 1 4 " 1 " R = 1 4 " EX. C/L PVMT. N O T E : S I D E W A L K S S H A L L B E C O N S T R U C T E D I N A C C O R D A N C E W I T H V D O T S T A N D A R D S . D E N O T E S C O N C R E T E S I D E W A L K P A V E M E N T O N P L A N S N O N - S L I P B R O O M F I N I S H N o S c a l e C O N C R E T E S I D E W A L K P A V E M E N T S E C T I O N V A R I A B L E W I D T H ' M A X . C R O S S S L O P E 2 % C O M P A C T E D S U B G R A D E 4 " 3 , 0 0 0 P S I A I R - E N T R A I N E D C O N C R E T E 4 " T Y P E 2 1 B S T O N E C O V E R N o S c a l e C O N C R E T E S I D E W A L K J O I N T D E T A I L 1 " : 1 ' 7 " C O N C C U R B A N D G U T T E R C L A S S 3 A , ( f ' c = 3 , 0 0 0 P S I ) C O N C R E T E 4 " M I N . C O M P A C T E D S U B G R A D E 1 3 " 4 " 6 " 2 " R 6 " 6 " 2 ' - 0 " N o S c a l e V D O T S T A N D A R D C G - 6 C U R B & G U T T E R C O N T I N U E 2 1 B S T O N E B A S E F R O M A D J A C E N T P A V E M E N T S E C T I O N U N D E R C U R B T C 2 4 0 . 5 STD. U POST GALVANIZEDPOST TO BEDRIVEN S I G N A G E N O T E S : 1 . A L L S I G N I N G A N D P A V E M E N T M A R K I N G S H A L L B E I N A C C O R D A N C E W I T H T H E M O S T C U R R E N T E D I T I O N O F E A C H O F T H E F O L L O W I N G A N D A N Y R E V I S I O N T H E R E T O : A . M A N U A L O N U N I F O R M T R A F F I C C O N T R O L D E V I C E S . B . T H E V I R G I N I A S U P P L E M E N T T O T H E M A N U A L O N U N I F O R M T R A F F I C C O N T R O L D E V I C E S . C . T H E V I R G I N I A D E P A R T M E N T O F T R A N S P O R T A T I O N R O A D A N D B R I D G E S P E C I F I C A T I O N S . D . T H E 2 0 0 0 I N T E R N A T I O N A L F I R E C O D E . 2 . S I G N L O C A T I O N S A R E A P P R O X I M A T E A N D A R E T O B E M O D I F I E D I N T H E F I E L D T O A V O I D C O N F L I C T W I T H U N D E R G R O U N D U T I L I T I E S O R O T H E R C O N S T R U C T I O N S , A N D T O C O M P L Y W I T H S T A N D A R D S R E F E R E N C E D I N N O T E 1 A B O V E . 3 . A L L S I G N S A N D P A V E M E N T M A R K I N G S A R E T O B E F U R N I S H E D A N D I N S T A L L E D B Y T H E C O N T R A C T O R . S T D . R 1 - 1 N O T E : S T O P S I G N S T O B E 3 0 " W I T H H I G H I N T E N S I T Y S H E E T I N G 6 ' A B O V E F I N I S H E D G R A D E No Scale ROAD CROSS SECTIONNo Scale SIGN POST 6' (PLANTING STRIP)2.5'12' (TRAVEL LANE)5' SIDEWALK 6 ' ( P L A N T I N G S T R I P ) 2 . 5 ' 12' (TRAVEL LANE)49' R/WON STREET PARKING IS NOT PERMITTED C/LROAD CROSS SECTION 5 ' S I D E W A L K 1' 1 ' 3' MIN.ROAD A AND ROAD B 2.5" BM-25.0A 1" SM-9.0AROAD A: 5.5" UNTREATED A G G R E G A T E ROAD B: 4" UNTREATED A G G R E G A T E COMPACTED SUBGRADE J O B N O . S H E E T N O . S C A L E D E S I G N E D B Y C H E C K E D B Y DATE D R A W N B Y D A T E REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. R:\103\36167-Dunlora_Subdivision\DWG\Sheet\CD\Road Plan\36167C-C1.0 N&D.dwg | Plotted on 9/10/2015 2:28 PM | by Clint Shifflett 0 6 / 2 2 / 1 5 DUNLORA V ROAD PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 COUNTY COMMENTS9/9/2015 N / A C 1 . 2 NOTES & DETAILS J . S H O W A L T E R C . S H I F F L E T T C . K O T A R S K I J O B N O . S H E E T N O . S C A L E D E S I G N E D B Y C H E C K E D B Y DATE D R A W N B Y D A T E REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. R:\103\36167-Dunlora_Subdivision\DWG\Sheet\CD\Road Plan\36167C-C1.0 N&D.dwg | Plotted on 9/10/2015 2:28 PM | by Clint Shifflett 0 6 / 2 2 / 1 5 DUNLORA V ROAD PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 COUNTY COMMENTS9/9/2015 N / A C 1 . 3 NOTES & DETAILS J . S H O W A L T E R C . K O T A R S K I C . K O T A R S K I G G GGG G G W W W W W W W W W W W W W W W W W W W W D U N L O R A D R I V E DUNLORA D R I V E X X X X X X R I O R O A D E A S T V A R . W I D T H R / W V D O T P R O J . 0 6 3 1 - 0 0 2 - 1 2 8 ( M E A D O W C R E E K P K W Y ) O H P O H P O H P O H P O H P O H P O H P O H P O H P OH P OHP G G G G G G G G G G G G G G R E M O V E G R A V E L D R I V E W A Y R E M O V E G R A V E L D R I V E W A Y R E M O V E S T R U C T U R E R E M O V E S T R U C T U R E R E M O V E B R I C K P A T I O A N D W A L K S R E M O V E P O R C H R E M O V E P O W E R P O L E R E M O V E F U E L T A N K R E M O V E S T E P S R E M O V E W O O D S H E D R E M O V E P O W E R P O L E R E M O V E O V E R H E A D P O W E R R E M O V E F O U N D A T I O N R E M N A N T S R E M O V E L A N D S C A P I N G R E M O V E S H E D R E M O V E S T O N E C O L U M N S M A I N T A I N A S P H A L T P A T H D U R I N G C O N S T R U C T I O N . A F T E R C O N S T R U C T I O N I S C O M P L E T E R E P A V E P A T H R E M O V E 1 8 " C M P R E M O V E 1 8 " R C P J O B N O . S H E E T N O . S C A L E D E S I G N E D B Y C H E C K E D B Y DATE D R A W N B Y D A T E REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. R:\103\36167-Dunlora_Subdivision\DWG\Sheet\CD\Road Plan\36167C-C2.0-EXISTING CONDITIONS & DEMO.dwg | Plotted on 9/10/2015 2:28 PM | by Clint Shifflett 0 6 / 2 2 / 1 5 DUNLORA V ROAD PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 COUNTY COMMENTS9/9/20151 " = 3 0 ' 0 S C A L E 1 " = 3 0 ' 6 0 ' 3 0 ' NAD 8 3 C 2 . 0 EXISTING CONDITIONS & DEMOLITION PLAN J . W I L S O N C . K O T A R S K I C . K O T A R S K I A P P R O X I M A T E L O C A T I O N O F M A N A G E D S T E E P S L O P E S G G GGG G G W W W W W W W W W W W W W W W W W W W W D U N L O R A D R I V E DUNLORA D R I V E X X X X X X R I O R O A D E A S T V A R . W I D T H R / W V D O T P R O J . 0 6 3 1 - 0 0 2 - 1 2 8 ( M E A D O W C R E E K P K W Y ) O H P O H P O H P OH P OHP G G G G G G G G G G G G G G W W W W W W W W W W W W W V A R I A B L E W I D T H A C S A E A S E M E N T R 3 0 0 ' V A R I A B L E W I D T H A C S A E A S E M E N T R 2 5 ' R 2 1 2 ' R2 5 ' R 2 1 2 ' R 2 1 2 ' L O T 1 5 2 1 9 S F L O T 2 5 0 7 1 S F L O T 3 5 0 9 7 S F L O T 4 6 0 8 6 S F L O T 5 6 4 6 0 S F L O T 6 6 6 9 3 S F L O T 7 6 8 0 3 S F L O T 8 6 5 1 0 S F L O T 9 4 9 0 6 S F L O T 1 0 4 9 7 7 S F L O T 1 1 4 6 6 1 S F L O T 1 2 4 6 2 8 S F L O T 1 3 4 6 2 8 S F L O T 1 4 4 6 6 6 S F L O T 1 5 4 7 4 1 S F L O T 1 6 4 7 8 7 S F L O T 1 7 4 7 7 4 S F L O T 1 8 4 6 8 1 S F L O T 1 9 4 6 7 0 S F L O T 2 0 6 8 1 3 S F C G - 6 C G - 6 3 0 ' 2 4 ' 6 ' 5 ' 6 ' 5 ' 2 4 ' 6 ' 5 ' 2 0 ' R E A R S E T B A C K ( T Y P ) 5 ' F R O N T S E T B A C K ( T Y P ) 1 2 ' B U I L D I N G S E P A R A T I O N ( T Y P ) 1 8 ' ( T Y P ) 2 4 ' R 1 5 ' R 5 ' F I R E H Y D R A N T A S S E M B L Y P R O P O S E D A C C E S S E A S E M E N T R O A D A 4 9 ' P U B L I C R / W S A N S A N S A N S A N SAN S A N SAN S A N SAN SAN V D O T S T D C G - 9 B A L O N G D R I V E W A Y ( T Y P ) C G - 2 C G - 2 S T O P S I G N S T O P S I G N 4 ' W I D E R E B U I L T A S P H A L T P A T H T E M P O R A R Y T U R N A R O U N D T A P E R C U R B T O T I E T O E X I S T I N G A S P H A L T T A P E R C U R B T O T I E T O E X I S T I N G A S P H A L T T A P P I N G S L E E V E A N D V A L V E WATERLINE A W A T E R L I N E B 8" GV;BOA B L O W O F F A S S E M B L Y 8 X 8 T E E W A T E R M E T E R ( T Y P ) 2 8 0 ' S I G H T D I S T A N C E 2 8 0 ' S I G H T D I S T A N C E S T R E E T N A M E S I G N 3 0 ' R O A D B 4 9 ' P U B L I C R / W R 2 5 ' R 2 5 ' O P E N S P A C E B 2 6 4 7 7 S F O P E N S P A C E A 1 4 8 4 1 S F O P E N S P A C E D C O N S E R V A T I O N E A S E M E N T 1 2 0 1 1 S F O P E N S P A C E E 1 9 5 3 S F S W M E A S E M E N T W 2 7 0 ' S I G H T D I S T . T O I N T X . 1 2 0 ' S I G H T D I S T . T O E N D O F R O A D V A R I A B L E W I D T H P E D E S T R I A N A C C E S S E A S E M E N T A C C E S S E A S E M E N T DUNLORA DR I V E VAR. WIDTH P U B L I C R / W P R O P O S E D A C S A E A S E M E N T + / - 5 2 ' +/- 90' REMOVABLEBOLLARD(TYP.) S W M M A I N T . E A S E M E N T A . R . V . C 3 . 0 LAYOUT & UTILITIES PLAN J . W I L S O N C . S H I F F L E T T C . K O T A R S K I J O B N O . S H E E T N O . S C A L E D E S I G N E D B Y C H E C K E D B Y DATE D R A W N B Y D A T E REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. R:\103\36167-Dunlora_Subdivision\DWG\Sheet\CD\Road Plan\36167C-C4.0-LAYOUT AND UTILITIES.dwg | Plotted on 9/10/2015 2:29 PM | by Clint Shifflett 0 6 / 2 2 / 1 5 DUNLORA V ROAD PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 COUNTY COMMENTS9/9/20151 " = 3 0 ' 0 S C A L E 1 " = 3 0 ' 6 0 ' 3 0 ' NAD 8 3 G G GGG G G W W W W W W W W W W W W W W W W W W W W D U N L O R A D R I V E DUNLORA D R I V E X X X X X X R I O R O A D E A S T V A R . W I D T H R / W V D O T P R O J . 0 6 3 1 - 0 0 2 - 1 2 8 ( M E A D O W C R E E K P K W Y ) O H P O H P O H P OH P OHP G G G G G G G G G G G G G G W W W W W W W W W W W W W V A R I A B L E W I D T H A C S A E A S E M E N T V A R I A B L E W I D T H A C S A E A S E M E N T L O T 1 5 2 1 9 S F L O T 2 5 0 7 1 S F L O T 3 5 0 9 7 S F L O T 4 6 0 8 6 S F L O T 5 6 4 6 0 S F L O T 6 6 6 9 3 S F L O T 7 6 8 0 3 S F L O T 8 6 5 1 0 S F L O T 9 4 9 0 6 S F L O T 1 0 4 9 7 7 S F L O T 1 1 4 6 6 1 S F L O T 1 2 4 6 2 8 S F L O T 1 3 4 6 2 8 S F L O T 1 4 4 6 6 6 S F L O T 1 5 4 7 4 1 S F L O T 1 6 4 7 8 7 S F L O T 1 7 4 7 7 4 S F L O T 1 8 4 6 8 1 S F L O T 1 9 4 6 7 0 S F L O T 2 0 6 8 1 3 S F P R O P O S E D A C C E S S E A S E M E N T R O A D A 4 9 ' P U B L I C R / W S A N S A N S A N S A N SAN S A N SAN S A N SAN SAN 2 8 0 ' S I G H T D I S T A N C E 2 8 0 ' S I G H T D I S T A N C E R O A D B 4 9 ' P U B L I C R / W O P E N S P A C E B 2 6 4 7 7 S F O P E N S P A C E A 1 4 8 4 1 S F O P E N S P A C E D C O N S E R V A T I O N E A S E M E N T 1 2 0 1 1 S F O P E N S P A C E E 1 9 5 3 S F S W M E A S E M E N T W 2 7 0 ' S I G H T D I S T . T O I N T X . 1 2 0 ' S I G H T D I S T . T O E N D O F R O A D V A R I A B L E W I D T H P E D E S T R I A N A C C E S S E A S E M E N T A C C E S S E A S E M E N T DUNLORA DR I V E VAR. WIDTH P U B L I C R / W P R O P O S E D A C S A E A S E M E N T S W M M A I N T . E A S E M E N T 4 6 1 . 5 0 4 6 6 . 5 0 4 7 6 . 6 0 4 7 7 . 9 6 4 7 7 . 1 4 4 7 7 . 8 0 4 7 9 . 8 8 4 7 7 . 7 6 4 7 8 . 2 3 4 7 4 . 6 1 4 7 4 . 9 9 4 7 1 . 5 0 4 6 8 . 5 2 4 7 8 . 3 2 4 7 8 . 9 7 4 7 9 . 3 3 4 7 9 . 0 8 4 7 9 . 4 4 4 7 8 . 1 7 4 7 8 . 8 9 4 6 6 . 8 3 4 6 3 . 5 0 4 7 1 . 2 5 S T O R A G E S Y S T E M # 2 ( 1 6 0 L F - 9 6 " C M P ) T I E T O E X I S T I N G S T R U C T U R E T I E T O E X I S T I N G P I P E S T O R A G E S Y S T E M # 1 ( 6 8 L F - 9 6 " C M P ) 3 5 ' 6 5 ' 60' J O B N O . S H E E T N O . S C A L E D E S I G N E D B Y C H E C K E D B Y DATE D R A W N B Y D A T E REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. R:\103\36167-Dunlora_Subdivision\DWG\Sheet\CD\Road Plan\36167C-C5.0-GRADING AND DRAINAGE PLAN.dwg | Plotted on 9/10/2015 2:30 PM | by Clint Shifflett 0 6 / 2 2 / 1 5 DUNLORA V ROAD PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 COUNTY COMMENTS9/9/20151 " = 3 0 ' 0 S C A L E 1 " = 3 0 ' 6 0 ' 3 0 ' NAD 8 3 C 4 . 0 GRADING & DRAINAGE PLAN J . W I L S O N C . S H I F F L E T T C . K O T A R S K I H O R I Z S C A L E : 1 " = 5 0 ' V E R T S C A L E : 1 " = 5 W A T E R L I N E B 8 ' ' C L A S S 5 2 D I P 4 6 5 4 7 0 4 7 5 4 8 0 4 8 5 4 6 5 4 7 0 4 7 5 4 8 0 4 8 5 H O R I Z S C A L E : 1 " = 5 0 ' V E R T S C A L E : 1 " = 5 M H 7 - M H 2 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 4 8 5 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 4 8 5 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5 WATERLINE A 8'' CLAS S 5 2 D I P 450 455 460 465 470 475 480 4 5 0 4 5 5 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 H O R I Z S C A L E : 1 " = 5 0 ' V E R T S C A L E : 1 " = 5 M H 1 - E X 1 445 450 455 460 465 470 475 480 4 4 5 4 5 0 4 5 5 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 478.21 478.99 478.30 477.32 476.11 474.74 475.04 9 + 5 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 4 + 5 0 7 S T A 1 0 + 0 0 . 0 0 T O P 4 7 8 . 4 5 I N V O U T 4 7 2 . 0 8 ( 7 - 6 ) 7 - 6 1 5 5 . 9 8 ' O F 8 " P V C @ 1 . 0 0 % 6 S T A 1 1 + 5 5 . 9 8 T O P 4 7 7 . 1 7 I N V I N 4 7 0 . 5 2 ( 7 - 6 ) I N V O U T 4 7 0 . 3 2 ( 6 - 2 ) 6 - 2 1 8 6 . 2 2 ' O F 8 " P V C @ 0 . 6 8 % 2 S T A 1 1 + 1 4 . 5 4 T O P 4 7 5 . 6 4 I N V I N 4 6 9 . 0 5 ( 6 - 2 ) I N V I N 4 6 9 . 0 5 ( 1 - 2 ) I N V O U T 4 6 8 . 8 5 ( 2 - 3 ) 9 + 5 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 478.60477.32476.46472.78469.10 466.00 464.62 461.83 460.43 9+5010+0011+0012+00 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 6 + 5 0 1STA 10+00.00TOP 478.60INV OUT 474.55 (1-2)1-2114.54' OF8" PVC@ 4.80%2STA 11+14.54TOP 475.64INV IN 469.05 (6-2)INV IN 469.05 (1-2)INV OUT 468.85 (2-3)2-397.22' OF8" PVC@ 5.41%3STA 12 + 1 1 . 7 7 TOP 46 8 . 3 5 INV IN 4 6 3 . 5 9 ( 2 - 3 ) INV OU T 4 5 8 . 2 8 ( 3 - 4 ) 3-478.20' OF8" PVC@ 0.65% 4 A S T A 1 2 + 8 9 . 9 6 T O P 4 6 4 . 9 6 I N V I N 4 5 7 . 7 7 ( 3 - 4 ) I N V O U T 4 5 7 . 5 7 ( 4 A - 4 ) 4 A - 4 9 4 . 6 4 ' O F 8 " P V C @ 3 . 5 6 % 4 S T A 1 3 + 8 4 . 6 1 T O P 4 6 2 . 0 8 I N V I N 4 5 4 . 2 0 ( 4 A - 4 ) I N V O U T 4 5 4 . 0 0 ( 4 - 5 ) 4 - 5 1 0 5 . 6 5 ' O F 8 " P V C @ 1 . 2 1 % 5 S T A 1 4 + 9 0 . 2 5 T O P 4 5 9 . 2 4 I N V I N 4 5 2 . 7 2 ( 4 - 5 ) I N V O U T 4 5 2 . 5 2 ( 5 - E X ) 5 - E X 8 2 . 9 2 ' O F 8 " P V C @ 0 . 5 8 % STA. 12+74.08X8 TEETIE TO EXISTINGWATERLINE VERIFYLOCATION ANDELEVATION 8 " P L U G 1.0'1.0' 1 . 7 ' PIPE 107A(STORM)PIPE 109(STORM)PIPE 209(STORM) P I P E 6 - 2 ( S A N I T A R Y ) EXISTING GRADE PROPOSED G R A D E S T A . 1 2 + 2 9 . 7 8 " X 6 " T E E ; F H A 8 " P L U G P R O P O S E D G R A D E E X I S T I N G G R A D E 1 . 6 ' 1 . 0 ' P I P E 2 1 5 ( S T O R M ) P I P E 2 2 5 ( S T O R M ) C O N N E C T T O W A T E R L I N E A W I T H 8 X 8 T E E E L E V = 4 6 9 . 2 5 ' 1.6' W A T E R L I N E A W A T E R L I N E A WATERLI N E A P I P E 1 0 1 A ( S T O R M ) PR O P O S E D GR A D E E X I S T I N G G R A D E P I P E 2 1 3 ( S T O R M ) E X I S T I N G G R A D E P R O P O S E D G R A D E 1 . 3 ' 1 . 7 ' 1 . 0 ' 1 . 3 ' 1 . 7 ' 2.9'PIPE 3-4(SANITARY)DROP CONNECTIONPIPE 4-5(SANITARY) 3 ' M I N 3' MIN B L O W O F F A S S E M B L Y R E F E R T O D E T A I L S H E E T C 1 . 2 B L O W O F F A S S E M B L Y R E F E R T O D E T A I L S H E E T C 1 . 2 E X I S T . 8 " W A T E R L I N E 2 . 0 ' 1 . 6 ' P I P E 1 0 9 A ( S T O R M ) PIPE 109(STORM)459.35460.34461.77464.27467.75 472.27 476.30 477.56 9+5010+0011+0012+00 1 3 + 0 0 1 4 + 0 0 1 4 + 5 0 PIPE 101A 1.0' S T A . 1 2 + 4 0 . 0 A . R . V P I P E 2 2 3 ( S T O R M ) 1 . 0 ' J O B N O . S H E E T N O . S C A L E D E S I G N E D B Y C H E C K E D B Y DATE D R A W N B Y D A T E REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. R:\103\36167-Dunlora_Subdivision\DWG\Sheet\CD\Road Plan\36167C-C7.0-PROFILES.dwg | Plotted on 9/10/2015 2:31 PM | by Clint Shifflett 0 6 / 2 2 / 1 5 DUNLORA V ROAD PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 COUNTY COMMENTS9/9/2015 A S N O T E D P R O F I L E S C A L E 0 0 5 0 5 C 5 . 0 UTILITY PROFILES J . W I L S O N C . K O T A R S K I C . K O T A R S K I HORIZ SCALE: 1"=50'VERT SCALE: 1"=5 STR224 - STR212 455 460 465 470 475 480 485 4 5 5 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 4 8 5 H O R I Z S C A L E : 1 " = 5 0 ' V E R T S C A L E : 1 " = 5 S T R 2 2 6 - S T R 2 2 0 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 4 8 5 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 4 8 5 H O R I Z S C A L E : 1 " = 5 0 ' V E R T S C A L E : 1 " = 5 S T R 2 1 0 - S T R 2 1 8 4 5 5 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 4 5 5 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 471.16 473.40 9 + 5 0 1 0 + 0 0 1 1 + 0 0 1 1 + 5 0 H O R I Z S C A L E : 1 " = 5 0 ' V E R T S C A L E : 1 " = 5 S T R 2 0 1 - E X 1 4 5 0 4 5 5 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 4 5 0 4 5 5 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 478.05 472.05 470.55 466.15 9 + 5 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 200: MH-1 STA 10+78.82 TOP 470.20 INV IN 462.50 (201) INV OUT 462.40 (199) 2 0 1 7 8 . 8 2 ' O F 1 5 " R C P @ 1 . 9 0 % 1 9 9 1 2 1 . 2 1 ' O F 1 5 " R C P @ 1 . 6 8 % H O R I Z S C A L E : 1 " = 5 0 ' V E R T S C A L E : 1 " = 5 S T R 1 2 2 - S T R 1 0 2 4 4 0 4 4 5 4 5 0 4 5 5 4 6 0 4 6 5 4 4 0 4 4 5 4 5 0 4 5 5 4 6 0 4 6 5 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5 STR112 - STR106 445 450 455 460 465 470 475445450455460465470475475.17472.62470.019+5010+0011+0012+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5 STR110A - STR108 445 450 455 460 465 470 475445450455460465470475461.559+5010+0011+00 H O R I Z S C A L E : 1 " = 5 0 ' V E R T S C A L E : 1 " = 5 S T R 1 0 4 - E X 2 4 3 5 4 4 0 4 4 5 4 5 0 4 5 5 4 6 0 4 6 5 4 7 0 4 3 5 4 4 0 4 4 5 4 5 0 4 5 5 4 6 0 4 6 5 4 7 0 462.40 9 + 5 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 459.90 9 + 5 0 1 0 + 0 0 1 1 + 0 0 1 1 + 5 0 112: DI-3B 6 ft ThroatSTA 10+00.00TOP 466.34INV OUT 459.77 (109)10929.41' OF15" HDPE@ 0.73%110: DI-3B 6 ft ThroatSTA 10+29.41TOP 465.72INV IN 459.56 (109)INV OUT 459.46 (107)10779.02' OF15" HDPE@ 2.42%108: DI-3B 6 ft ThroatSTA 11+08.43TOP 461.84INV IN 457.55 (107A)INV IN 457.55 (107)INV OUT 457.45 (105)10512.47' OF15" HDPE@ 2.48%108A: DI-3B 6 ft ThroatSTA 10+29.99TOP 461.79INV IN 458.00 (109A)INV OUT 457.90 (107A)107A28.05' OF15" HDPE@ 1.25%108: DI-3B 6 ft ThroatSTA 11+08.43TOP 461.84INV IN 457.55 (107A)INV IN 457.55 (107)INV OUT 457.45 (105) 1 0 3 3 0 . 3 0 ' O F 1 5 " H D P E @ 2 . 6 2 % 102: DI-3B 6 ft Throat STA 10+30.30 TOP 460.24 INV IN 450.70 (103) INV IN 450.70 (101A) INV OUT 450.60 (101) 1 0 1 3 5 . 4 7 ' O F 1 5 " H D P E @ 1 . 3 3 % 100: DI-1 STA 10+65.77 TOP 458.50 INV IN 450.13 (101) INV OUT 450.03 (99) 9 9 5 1 . 5 9 ' O F 1 5 " H D P E @ 2 . 0 0 % 122: DI-1 STA 10+00.00 TOP 458.50 INV OUT 456.25 (121) 1 2 1 2 9 . 2 3 ' O F 1 5 " H D P E @ 1 . 8 2 % 120: DI-3B 6 ft Throat STA 10+29.23 TOP 460.02 INV IN 455.72 (121) INV OUT 450.95 (101A) 1 0 1 A 3 0 . 0 3 ' O F 1 5 " H D P E @ 0 . 8 3 % 102: DI-3B 6 ft Throat STA 10+30.30 TOP 460.24 INV IN 450.70 (103) INV IN 450.70 (101A) INV OUT 450.60 (101) 1 . 4 ' W A T E R L I N E A P I P E 4 - 5 ( S A N I T A R Y ) E X I S T I N G G R A D E P R O P O S E D G R A D E E X I S T I N G G R A D E P R O P O S E D G R A D E PROPOSED GRADE EXISTING GRADEWATERLINE A WATERLINE A WATERLINE B1.5' E X I S T I N G G R A D E P R O P O S E D G R A D E 1 . 0 ' P R O P O S E D G R A D E E X I S T I N G G R A D E PROPOSEDGRADE EXISTINGGRADE S T O R A G E S Y S T E M # 2 1 6 0 T O T A L L F - 9 6 " C M P S T O R A G E S Y S T E M # 2 1 6 0 T O T A L L F - 9 6 " C M P I N V 4 6 4 . 0 0 ' STORAGE SYSTEM #168 LF - 96" CMP STORA G E S Y S T E M # 1 6 8 L F - 9 6 " C M P I N V 4 5 1 . 5 0 ' 3 . 8 ' 1.0'1'109A29.99' OF12" HDPE@ 0.90%110A: 15" Basin - Square GrateSTA 10+00.00TOP 463.50INV OUT 458.27 (109A) INV 457.14'476.26477.53478.73478.70477.23476.10474.85473.809+5010+0011+0012+0013+0014+ 0 0 1 4 + 5 0 224: DI-3B 6 ft ThroatSTA 10+00.00TOP 476.26INV OUT 472.26 (223)222: DI-2B 6 ft ThroatSTA 10+27.72TOP 476.27INV IN 471.93 (223)INV OUT 471.83 (221)220: DI-2B 6 ft ThroatSTA 11+77.02TOP 477.65INV IN 471.65 (225)INV IN 470.00 (221)INV OUT 469.90 (219)218: DI-2B 6 ft ThroatSTA 13+48.23TOP 473.66INV IN 467.63 (209)INV IN 467.62 (219)INV OUT 467.52 (215)214: DI-2C 6 ft ThroatSTA 13+72.29TOP 474.12INV IN 467.23 (215)INV OUT 467.13 (213)221149.30' OF15" HDPE@ 1.23%22327.72' OF15" HDPE@ 1.20%219171.20' OF15" HDPE@ 1.33%21524.07' OF15" HDPE@ 1.20% I N V 4 6 6 . 8 3 ' EXISTING GRADEPROPOSED GRADE P I P E 6 - 2 ( S A N I T A R Y ) 1 . 0 ' 210: DI-2B 6 ft Throat STA 10+00.00 TOP 471.55 INV OUT 468.58 (209) 218: DI-2B 6 ft Throat STA 10+58.05 TOP 473.66 INV IN 467.63 (209) INV IN 467.62 (219) INV OUT 467.52 (215) 2 0 9 5 8 . 0 5 ' O F 1 5 " H D P E @ 1 . 6 4 % W A T E R L I N E A 21322.20' OF15" HDPE@ 1.37% 474.46 9 + 5 0 1 0 + 0 0 1 0 + 7 5 2 2 6 : D I - 3 B 6 f t T h r o a t S T A 1 0 + 0 0 . 0 0 T O P 4 7 8 . 2 6 I N V O U T 4 7 1 . 9 9 ( 2 2 5 ) 220: DI-2B 6 ft Throat STA 11+77.02 TOP 477.65 INV IN 471.65 (225) INV IN 470.00 (221) INV OUT 469.90 (219) 2 2 5 2 6 . 1 1 ' O F 1 5 " H D P E @ 1 . 3 0 % E X I S T I N G G R A D E P R O P O S E D G R A D E W A T E R L I N E B 1 . 0 ' WATERLINE B 1.0' 0.5% 0 . 5 % 0 . 5 % 0 . 5 % J O B N O . S H E E T N O . S C A L E D E S I G N E D B Y C H E C K E D B Y DATE D R A W N B Y D A T E REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. R:\103\36167-Dunlora_Subdivision\DWG\Sheet\CD\Road Plan\36167C-C7.0-PROFILES.dwg | Plotted on 9/10/2015 2:31 PM | by Clint Shifflett 0 6 / 2 2 / 1 5 DUNLORA V ROAD PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 COUNTY COMMENTS9/9/2015 A S N O T E D P R O F I L E S C A L E 0 0 5 0 5 C 5 . 1 STORMWATER PROFILES J . W I L S O N C . S H I F F L E T T C . K O T A R S K I HORIZ SCALE: 1"=50'VERT SCALE: 1"=5 ROAD A CENTERLINE PROFIL E 445 450 455 460 465 470 475 480 485 4 4 5 4 5 0 4 5 5 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 4 8 5 459.39460.39461.87464.31467.72472.08 476.21 477.59 9+5010+0011+0012+0013 + 0 0 1 4 + 0 0 1 4 + 5 0 60' V C K = 7. 5 0 STOPPING S. D . = 1 6 4 . 8 9 A.D. = -8 . 0 0 % PVI ELEV = 4 7 6 . 4 7 PVI STA = 1 2 + 9 4 . 0 3 HIGH PT STA = 1 3 + 2 4 . 0 3 HIGH POINT EL E V = 4 7 7 . 0 7 BVCS = 12+64.03BVCE = 473.47 EVCS = 13+24.03 EVCE = 477.07 208' VC K = 26.00HEADLIGHT S.D.= 157.01 A.D. = 8.00%PVI ELEV = 462.47 PVI STA = 11+54 LOW POINT STA = 10+50.00LOW POINT ELEV = 460.39BVCS = 10+50.00BVCE = 460.39EVCS = 12+58.00EVCE = 472.872.00%10.00% 2 . 0 0 % R O A D A E P S T A = 1 3 + 9 5 . 3 5 E L E V = 4 7 8 . 5 0 0 TIE TO SHEPERDSRIDGE ROAD EP ATELEVATION 459.39' R O A D B I N T E R S E C T I O N S T A 1 2 + 6 9 . 1 7 E L E V 4 7 3 . 9 7 H O R I Z S C A L E : 1 " = 5 0 ' V E R T S C A L E : 1 " = 5 R O A D B C E N T E R L I N E P R O F I L E 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 4 8 5 4 9 0 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 4 8 5 4 9 0 473.97 474.09 475.19 476.40 477.61 478.62 478.52 477.21 475.46 9 + 5 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 5 + 5 0 2 0 ' V C A . D . = 4 . 0 0 % P V I E L E V = 4 7 3 . 5 3 P V I S T A = 1 0 + 2 2 L O W P O I N T S T A = 1 0 + 2 2 . 0 0 L O W P O I N T E L E V = 4 7 3 . 6 3 BVCS = 10+12.00 BVCE = 473.73 EVCS = 10+32.00 EVCE = 473.73 2 8 ' V C K = 6 7 . 5 5 A . D . = 0 . 4 1 % P V I E L E V = 4 7 4 . 6 1 P V I S T A = 1 0 + 7 6 L O W P O I N T S T A = 1 0 + 6 2 . 0 0 L O W P O I N T E L E V = 4 7 4 . 3 3 BVCS = 10+62.00 BVCE = 474.33 EVCS = 10+90.00 EVCE = 474.95 1 2 0 ' V C K = 2 0 . 2 8 S T O P P I N G S . D . = 2 4 2 . 4 0 A . D . = - 5 . 9 2 % P V I E L E V = 4 7 9 . 5 9 P V I S T A = 1 2 + 8 2 H I G H P T S T A = 1 2 + 7 1 . 0 1 H I G H P O I N T E L E V = 4 7 8 . 7 3 BVCS = 12+22.00 BVCE = 478.14 EVCS = 13+42.00 EVCE = 477.49 - 2 . 0 0 % - 3 . 5 0 % 2 . 0 0 % 2 . 4 2 % R O A D A I N T E R S E C T I O N S T A 1 0 + 0 0 . 0 0 E L E V 4 7 3 . 9 7 R O A D B E P S T A = 1 4 + 2 7 . 5 1 E L E V = 4 7 4 . 5 0 PROPOSED GRADE EXIST. GRADE E X I S T . G R A D E P R O P O S E D G R A D E C D - 1 C D - 1 HORIZ SCALE: 1"=50'VERT SCALE: 1"=5 ROAD B SIGHT DISTANCE P R O F I L E 455 460 465 470 475 480 485 490 4 5 5 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 4 8 5 4 9 0 460.40462.28468.07471.51 473.55 477.01 478.00 7+208+009+0010 + 0 0 1 1 + 0 0 1 1 + 5 0 HEIGHT OF EYE: 3.5'SIGHT DISTANCE LINE LEFT270' TO SHEPHERD'S RIDGE ROAD INTX. H E I G H T O F O B J E C T : 3 . 5 ' HEIGHT OF OBJECT: 3.5'EXISTING GRADE S I G H T D I S T A N C E L I N E R I G H T 1 2 0 ' T O E N D O F R O A D A PROPOSED GRA D E H O R I Z S C A L E : 1 " = 5 0 ' V E R T S C A L E : 1 " = 5 R O A D A S I G H T D I S T A N C E P R O F I L E 4 4 5 4 5 0 4 5 5 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 4 4 5 4 5 0 4 5 5 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 459.47 7 + 0 0 8 + 0 0 9 + 0 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 S I G H T D I S T A N C E L I N E R I G H T 2 8 0 ' A L O N G S H E P H E R D ' S R I D G E R O A D S I G H T D I S T A N C E L I N E L E F T 2 8 0 ' A L O N G S H E P H E R D ' S R I D G E R O A D H E I G H T O F O B J E C T : 3 . 5 ' H E I G H T O F O B J E C T : 3 . 5 ' P R O P O S E D G R A D E E X I S T I N G G R A D E H E I G H T O F E Y E : 3 . 5 ' J O B N O . S H E E T N O . S C A L E D E S I G N E D B Y C H E C K E D B Y DATE D R A W N B Y D A T E REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. R:\103\36167-Dunlora_Subdivision\DWG\Sheet\CD\Road Plan\36167C-C7.0-ROAD PROFILE.dwg | Plotted on 9/10/2015 2:32 PM | by Clint Shifflett 0 6 / 2 2 / 1 5 DUNLORA V ROAD PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 COUNTY COMMENTS9/9/2015 A S N O T E D P R O F I L E S C A L E 0 0 5 0 5 C 5 . 2 ROAD AND SIGHT DISTANCE PROFILES J . W I L S O N C . S H I F F L E T T C . K O T A R S K I P R O F I L E S C A L E 0 0 5 0 5 G G GGG G G W W W W W W W W W W W W W W W W W W W W D U N L O R A D R I V E DUNLORA D R I V E X X X X X X R I O R O A D E A S T V A R . W I D T H R / W V D O T P R O J . 0 6 3 1 - 0 0 2 - 1 2 8 ( M E A D O W C R E E K P K W Y ) O H P O H P O H P OH P OHP G G G G G G G G G G G G G G W W W W W W W W W W W W W S A N S A N S A N S A N SAN S A N SAN S A N SAN SAN W S T O R A G E S Y S T E M # 2 ( 1 6 0 L F - 9 6 " C M P ) T I E T O E X I S T I N G S T R U C T U R E T I E T O E X I S T I N G P I P E S T O R A G E S Y S T E M # 1 ( 6 8 L F - 9 6 " C M P ) 0 . 0 7 0 . 7 4 2 2 0 0 . 1 4 0 . 7 4 2 2 2 0 . 4 6 0 . 6 7 2 1 4 0 . 1 0 0 . 7 4 1 2 0 0 . 2 3 0 . 5 2 1 1 0 A 0 . 2 5 0 . 7 2 2 1 8 0 . 1 0 0 . 5 2 1 0 8 0 . 0 6 0 . 6 3 1 0 2 0 . 2 5 0 . 7 7 2 1 0 0 . 1 8 0 . 6 9 1 1 0 0 . 0 8 0 . 5 6 1 0 8 A 0 . 0 9 0 . 6 6 1 1 2 0 . 0 7 0 . 5 8 1 0 0 0 . 9 2 0 . 3 6 1 2 2 0 . 1 5 0 . 7 5 2 2 4 0 . 0 6 0 . 8 2 2 2 6 3 5 ' 6 5 ' 60' J O B N O . S H E E T N O . S C A L E D E S I G N E D B Y C H E C K E D B Y DATE D R A W N B Y D A T E REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. R:\103\36167-Dunlora_Subdivision\DWG\Sheet\CD\Road Plan\36167C-C5.0-GRADING AND DRAINAGE PLAN.dwg | Plotted on 9/10/2015 2:33 PM | by Clint Shifflett 0 6 / 2 2 / 1 5 DUNLORA V ROAD PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 COUNTY COMMENTS9/9/20151 " = 3 0 ' 0 S C A L E 1 " = 3 0 ' 6 0 ' 3 0 ' NAD 8 3 C 5 . 3 STORM SEWER DRAINAGE AREA MAP J . W I L S O N C . S H I F F L E T T C . K O T A R S K I G G GGG G G W W W W W W W W W W W W W W W W W W W W X X X X X X O H P O H P O H P OH P OHP G G G G G G G G G G G G G G W W W W W W W W W W W W W V A R I A B L E W I D T H A C S A E A S E M E N T R 3 0 0 ' V A R I A B L E W I D T H A C S A E A S E M E N T R 2 5 ' R 2 1 2 ' R2 5 ' R 2 1 2 ' R 2 1 2 ' L O T 1 5 2 1 9 S F L O T 2 5 0 7 1 S F L O T 3 5 0 9 7 S F L O T 4 6 0 8 6 S F L O T 5 6 4 6 0 S F L O T 6 6 6 9 3 S F L O T 7 6 8 0 3 S F L O T 8 6 5 1 0 S F L O T 9 4 9 0 6 S F L O T 1 0 4 9 7 7 S F L O T 1 1 4 6 6 1 S F L O T 1 2 4 6 2 8 S F L O T 1 3 4 6 2 8 S F L O T 1 4 4 6 6 6 S F L O T 1 5 4 7 4 1 S F L O T 1 6 4 7 8 7 S F L O T 1 7 4 7 7 4 S F L O T 1 8 4 6 8 1 S F L O T 1 9 4 6 7 0 S F L O T 2 0 6 8 1 3 S F C G - 6 C G - 6 3 0 ' 2 4 ' 6 ' 5 ' 6 ' 5 ' 2 4 ' 6 ' 5 ' 1 8 ' ( T Y P ) 2 4 ' R 1 5 ' R 5 ' F I R E H Y D R A N T A S S E M B L Y P R O P O S E D A C C E S S E A S E M E N T R O A D A 4 9 ' P U B L I C R / W S A N S A N S A N S A N SAN S A N SAN S A N SAN SAN V D O T S T D C G - 9 B A L O N G D R I V E W A Y ( T Y P ) C G - 2 C G - 2 4 ' W I D E R E B U I L T A S P H A L T P A T H T E M P O R A R Y T U R N A R O U N D T A P E R C U R B T O T I E T O E X I S T I N G A S P H A L T T A P E R C U R B T O T I E T O E X I S T I N G A S P H A L T T A P P I N G S L E E V E A N D V A L V E WATERLINE A W A T E R L I N E B 8" GV;BOA B L O W O F F A S S E M B L Y 8 X 8 T E E W A T E R M E T E R ( T Y P ) 2 8 0 ' S I G H T D I S T A N C E 2 8 0 ' S I G H T D I S T A N C E 3 0 ' R O A D B 4 9 ' P U B L I C R / W R 2 5 ' R 2 5 ' O P E N S P A C E B 2 6 4 7 7 S F O P E N S P A C E A 1 4 8 4 1 S F O P E N S P A C E D C O N S E R V A T I O N E A S E M E N T 1 2 0 1 1 S F O P E N S P A C E E 1 9 5 3 S F S W M E A S E M E N T W 2 7 0 ' S I G H T D I S T . T O I N T X . 1 2 0 ' S I G H T D I S T . T O E N D O F R O A D V A R I A B L E W I D T H P E D E S T R I A N A C C E S S E A S E M E N T A C C E S S E A S E M E N T DUNLORA DR I V E VAR. WIDTH P U B L I C R / W P R O P O S E D A C S A E A S E M E N T S W M M A I N T . E A S E M E N T A . R . V . 2 2 P I N O A K ( T Y P ) 1 3 R O S E H I L L W H I T E A S H ( T Y P ) 1 0 ' L A N D S C A P E E A S E M E N T 8 L E Y L A N D C Y P R E S S ( T Y P ) L 1 . 0 PLANTING PLAN J . W I L S O N C . K O T A R S K I C . K O T A R S K I J O B N O . S H E E T N O . S C A L E D E S I G N E D B Y C H E C K E D B Y DATE D R A W N B Y D A T E REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. R:\103\36167-Dunlora_Subdivision\DWG\Sheet\CD\Road Plan\36167C-L1.0-PLANTING PLAN.dwg | Plotted on 9/10/2015 2:34 PM | by Clint Shifflett 0 6 / 2 2 / 1 5 DUNLORA V ROAD PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 COUNTY COMMENTS9/9/20151 " = 3 0 ' 0 S C A L E 1 " = 3 0 ' 6 0 ' 3 0 ' NAD 8 3 J O B N O . S H E E T N O . S C A L E D E S I G N E D B Y C H E C K E D B Y DATE D R A W N B Y D A T E REVISION DESCRIPTION These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. R:\103\36167-Dunlora_Subdivision\DWG\Sheet\CD\Road Plan\36167C-L1.0-PLANTING PLAN.dwg | Plotted on 9/10/2015 2:34 PM | by Clint Shifflett 0 6 / 2 2 / 1 5 DUNLORA V ROAD PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 COUNTY COMMENTS9/9/20151 " = 3 0 ' L 1 . 1 LANDSCAPE NOTES & DETAILS J . W I L S O N C . K O T A R S K I C . K O T A R S K I P L A N V I E W N O T E : O N L Y S T A K E T R E E S W I T H L A R G E C R O W N S , 2 " C A L I P E R O R G R E A T E R , I F L O C A T E D O N W I N D Y S I T E S , O R W H E R E T A M P E R I N G M A Y O C C U R . P R U N E C O D O M I N A T E L E A D E R S R E M O V E B R O K E N , B A D L Y D E F O R M E D , R U B B I N G , N A R R O W C R O T C H A N G L E S , W A T E R S P R O U T S , O R C R O S S - B R A N C H E S . R E M O V E T A G S , L A B E L S , A N D P L A S T I C S L E E V I N G . D O N O T S T A K E U N L E S S S P E C I F I E D ( S E E N O T E ) D O N O T W R A P T R U N K P R U N E S U C K E R S I F F I E L D G R O W N , C U T A W A Y A L L B A L L I N G R O P E S . R E M O V E B U R L A P O R W I R E B A S K E T F R O M T O P 1 3 O F B A L L . I F C O N T A I N E R G R O W N , R E M O V E C O N T A I N E R A N D C U T C I R C L I N G R O O T S 1 : 1 S L O P E O F S I D E S O F P L A N T I N G H O L E S C A R I F Y S I D E S B E F O R E P L A N T I N G P L A C E R O O T B A L L O N U N E X C A V A T E D O R T A M P E D S O I L T A M P S O I L A R O U N D R O O T B A L L B A S E F I R M L Y W I T H F O O T P R E S S U R E S O T H A T R O O T B A L L D O E S N O T S H I F T 1 " C O M P O S T L A Y E R 6 " S A U C E R B A C K F I L L P L A N T I N G P I T W I T H N A T I V E S O I L . I N C O R P O R A T E S L O W - R E L E A S E G R A N U L A R F E R T I L I Z E R S E T R O O T B A L L F L U S H T O G R A D E O R 1 - 2 " H I G H E R I N S L O W L Y D R A I N I N G S O I L S . D O N O T C O V E R T H E T O P O F T H E R O O T B A L L W I T H S O I L . R O O T F L A R E S H A L L B E V I S I B L E A B O V E F I N I S H E D G R A D E 2 - 3 " M U L C H L A Y E R T O E D G E O F D R I P L I N E . K E E P 4 - 6 " A W A Y F R O M T R U N K F L A R E 8 ' 2 " x 2 " H A R D W O O D S T A K E , 2 ' - 6 " M I N B E L O W S U R F A C E . S T A K E S H A L L B E D R I V E N A M I N 1 8 " O U T F R O M T R U N K A N D O U T S I D E O F R O O T B A L L G A L V A N I Z E D W I R E G U Y 1 2 G A U G E . A L L O W F O R A S L I G H T A M O U N T O F M O V E M E N T 3 - 2 " x 2 " H A R D W O O D S T A K E S 1 2 G A U G E G A L V A N I Z E D W I R E R O O T B A L L 3 X R O O T B A L L D I A M E T E R B & B C O N T A I N E R R E M O V E A L L S T R I N G , W I R E , A N D B U R L A P F R O M T O P 1 3 O F B A L L R E M O V E A L L D E A D , B R O K E N , D I S E A S E D , A N D W E A K B R A N C H E S A T T I M E O F P L A N T I N G I N S T A L L S H R U B S S O T H A T T H E T O P O F T H E R O O T B A L L I S A T T H E S A M E G R A D E A S O R I G I N A L L Y G R O W N O R 1 - 2 " A B O V E I N P O O R D R A I N I N G S O I L S . D O N O T C O V E R T H E T O P O F T H E R O O T B A L L W I T H S O I L 2 - 3 " M U L C H L A Y E R , K E E P A W A Y F R O M T R U N K 1 " C O M P O S T L A Y E R P R O V I D E M U L C H U P A N D O V E R S A U C E R 6 " S A U C E R R E M O V E C O N T A I N E R . S C A R I F Y P E R I M E T E R R O O T S B A C K F I L L P L A N T I N G P I T W I T H N A T I V E S O I L . I N C O R P O R A T E S L O W - R E L E A S E G R A N U L A R F E R T I L I Z E R S C A R I F Y B O T T O M A N D S I D E S O F P I T G E N E R A L L A N D S C A P E N O T E S P R E - C O N S T R U C T I O N x C O N T R A C T O R I S R E S P O N S I B L E F O R C O N T A C T I N G " M I S S U T I L I T Y " A T 1 . 8 0 0 . 5 5 2 . 7 0 0 1 F O R L O C A T I O N O F A L L U T I L I T Y L I N E S . T R E E S S H A L L B E L O C A T E D A M I N I M U M O F 5 F E E T F R O M S E W E R / W A T E R C O N N E C T I O N S . N O T I F Y L A N D S C A P E A R C H I T E C T O F C O N F L I C T S . x V E R I F Y A L L P L A N T M A T E R I A L Q U A N T I T I E S O N T H E P L A N P R I O R T O B I D D I N G , P L A N T L I S T T O T A L S A R E F O R C O N V E N I E N C E O N L Y A N D S H A L L B E V E R I F I E D P R I O R T O B I D D I N G . x P R O V I D E P L A N T M A T E R I A L S O F Q U A N T I T Y , S I Z E , G E N U S , S P E C I E S , A N D V A R I E T Y I N D I C A T E D O N P L A N S . A L L P L A N T M A T E R I A L S A N D I N S T A L L A T I O N S H A L L C O M P L Y W I T H R E C O M M E N D A T I O N S A N D R E Q U I R E M E N T S O F A N S I Z 6 0 . 1 " A M E R I C A N S T A N D A R D F O R N U R S E R Y S T O C K " . I F S P E C I F I E D P L A N T M A T E R I A L I S N O T O B T A I N A B L E , S U B M I T P R O O F O F N O N A V A I L A B I L I T Y T O T H E A R C H I T E C T S , T O G E T H E R W I T H P R O P O S A L F O R U S E O F E Q U I V A L E N T M A T E R I A L . x P R O V I D E A N D I N S T A L L A L L P L A N T S A S I N A C C O R D A N C E W I T H D E T A I L S A N D C O N T R A C T S P E C I F I C A T I O N S C O N S T R U C T I O N / I N S T A L L A T I O N x L A N D S C A P E A R C H I T E C T R E S E R V E S T H E R I G H T T O R E J E C T A N Y P L A N T S A N D M A T E R I A L S T H A T A R E I N A N U N H E A L T H Y O R U N S I G H T L Y C O N D I T I O N , A S W E L L A S P L A N T S A N D M A T E R I A L S T H A T D O N O T C O N F O R M T O A N S I Z 6 0 . 1 " A M E R I C A N S T A N D A R D F O R N U R S E R Y S T O C K " x L A B E L A T L E A S T O N E T R E E A N D O N E S H R U B O F E A C H V A R I E T Y A N D C A L I P E R W I T H A S E C U R E L Y A T T A C H E D , W A T E R P R O O F T A G B E A R I N G T H E D E S I G N A T I O N O F B O T A N I C A L A N D C O M M O N N A M E . x I N S T A L L L A N D S C A P E P L A N T I N G S A T E N T R A N C E S / E X I T S A N D P A R K I N G A R E A S A C C O R D I N G T O P L A N S S O T H A T M A T E R I A L S W I L L N O T I N T E R F E R E W I T H S I G H T D I S T A N C E S . x C O N T R A C T O R I S R E S P O N S I B L E F O R W A T E R I N G A L L P L A N T M A T E R I A L D U R I N G I N S T A L L A T I O N A N D U N T I L F I N A L I N S P E C T I O N A N D A C C E P T A N C E B Y O W N E R . C O N T R A C T O R S H A L L N O T I F Y O W N E R O F C O N D I T I O N S W H I C H A F F E C T S T H E G U A R A N T E E . I N S P E C T I O N S / G U A R A N T E E x U P O N C O M P L E T I O N O F L A N D S C A P E I N S T A L L A T I O N , T H E L A N D S C A P E C O N T R A C T O R S H A L L N O T I F Y T H E G E N E R A L C O N T R A C T O R W H O W I L L V E R I F Y C O M P L E T E N E S S , I N C L U D I N G T H E R E P L A C E M E N T O F A L L D E A D P L A N T M A T E R I A L . C O N T R A C T O R I S R E S P O N S I B L E F O R S C H E D U L I N G A F I N A L I N S P E C T I O N B Y T H E L A N D S C A P E A R C H I T E C T . x A L L E X T E R I O R P L A N T M A T E R I A L S S H A L L B E G U A R A N T E E D F O R O N E F U L L Y E A R A F T E R D A T E O F F I N A L I N S P E C T I O N A G A I N S T D E F E C T S I N C L U D I N G D E A T H A N D U N S A T I S F A C T O R Y G R O W T H . D E F E C T S R E S U L T I N G F R O M N E G L E C T B Y T H E O W N E R , A B U S E O R D A M A G E B Y O T H E R S , O R U N U S U A L P H E N O M E N A O R I N C I D E N T S W H I C H A R E B E Y O N D T H E C O N T R A C T O R S C O N T R O L A R E N O T T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R x P L A N T M A T E R I A L Q U A N T I T I E S A N D S I Z E S W I L L B E I N S P E C T E D F O R C O M P L I A N C E W I T H A P P R O V E D P L A N S B Y A S I T E P L A N R E V I E W A G E N T O F T H E P L A N N I N G D E P A R T M E N T P R I O R T O T H E R E L E A S E O F T H E C E R T I F I C A T E O F O C C U P A N C Y . x R E M O V E A L L G U Y W I R E S A N D S T A K E S 1 2 M O N T H S A F T E R I N S T A L L A T I O N .