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HomeMy WebLinkAboutWPO201500038 Plan - Submittal (First) 2015-06-22J 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\WPO\36167C-C0.0 COVER.dwg | Plotted on 6/21/2015 1:28 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 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 . K O T A R S K I C . K O T A R S K I S h e e t I n d e x 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 C 3 . 0 E R O S I O N & S E D I M E N T C O N T R O L N O T E S & D E T A I L S C 3 . 1 E R O S I O N & S E D I M E N T C O N T R O L N O T E S & D E T A I L S C 3 . 2 E R O S I O N & S E D I M E N T C O N T R O L P L A N P H A S E I C 3 . 3 E R O S I O N & S E D I M E N T C O N T R O L P L A N P H A S E I I C 4 . 0 L A Y O U T & U T I L I T I E S P L A N C 5 . 0 G R A D I N G & D R A I N A G E P L A N C 5 . 1 S T O R M W A T E R S U M M A R Y P L A N C 6 . 0 S T O R M W A T E R M A N A G E M E N T P L A N C 6 . 1 S T O R M W A T E R D E T A I L S C 7 . 0 S T O R M W A T E R P R O F I L E S C 7 . 1 U T I L I T Y P R O F I L E S C 7 . 2 R O A D P R O F I L E S L 1 . 0 L A N D S C A P E 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 G G G W W W W W W W206+00 207+00 208+00 209+00 209+86.32 8 4 + 0 0 8 5 + 0 0 8 6 + 0 0 8 7 + 0 0 W DUNLORA DR I V E VAR. WIDTH R / W DB. 1078, PG . 5 6 6 (DUNLORA P H . 1 A ) 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 ) S H E P H E R D ' S R I D G E R D . 5 0 ' R / W D B . 1 9 0 1 , P G . 9 8 ( D U N L O R A P H . 3 A ) O H P O H P G G G G G G G W W W W S A N P R E S E R V E D W O O D S O P E N S P A C E L E G E N D 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\WPO\36167C-C1.0 N&D.dwg | Plotted on 6/21/2015 1:29 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 N / A C 1 . 0 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 SITE DATA:TAX MAP PARCEL: TM 61-164 (DB 2476 PG 626; DB 2051 PG 3; DB 1880 PG 98 & 102; DB 461 8 P G 7 3 7 ) ZONING:R4MAGISTERIAL DISTRICT: RIOPROJECT AREA: 4.94 ACRESSOURCE OF BOUNDARY AND TOPOGRAPHY:TIMMONS GROUP.2815 N AUGUSTA STSUITE CSTAUNTON, VA 24401(540) 885-0920CONDUCTED ON FEBUARY, 13TH 2015DATUM: HORIZONTAL: BASED ON NAD83, VIRGINIA STATE GRID SOUTH ZONE.VERTICAL: BASED ON NAVD 88, ESTABLISHED THROUGH LEICA SMARTNETBUILDING SETBACKS:FRONT: 5 FT (MIN), 20FT (MAX)SIDE: NONE, 10 FT BUILDING SEPARATION REQUIREDREAR: 20 FTPROPOSED USES: 20 SINGLE FAMILY UNITSLOTS:LOTS ALLOWED : 4.94 AC x 4 LOT/AC x 1.05(PRESERVED WOODS BONUS FACTOR) = 2 0 . 7 5 L O T S LOTS PROVIDED: 20 LOTSLOT SIZE: NO MINIMUM LOT SIZE (CLUSTER DEVELOPMENT)PRESERVED WOODS:PRESERVED WOODS REQUIRED: 4.94 AC x 10% = .494 ACPRESERVED WOODS PROVIDED: 0.80 ACCLUSTER DEVELOPMENT OPEN SPACE REQUIREMENTS:OPEN SPACE REQUIRED: 4.94 AC x 25% = 1.24 ACOPEN SPACE PROVIDED: 1.38 ACPARKING: ALL PARKING SHALL BE LOCATED OFF STREET IN DRIVEWAYS AND GARAGES.PHASING: PROJECT SHALL BE BUILT IN ONE PHASE.BUILDING SITES: PARCELS 1-20 MAY NOT BE FURTHER DIVIDED. ONLY 1 DWELLING UNIT P E R L O T S H A L L BE ALLOWED.BURIAL SITES: NO CEMETERIES EXIST ON SITE. WETLAND IMPACTS:NONEUTILITIES:ACSASTORMWATER: WATER QUALITY CREDITS WILL BE PURCHASED OFF SITE, WHILE FLOW A T T E N U A T I O N WILL BE ACHIEVED THROUGH AN UNDERGROUND DETENTION SYSTEM..DRAINAGE DISTRICT: UPPER RIVANNA RIVER WATERSHEDAGRICULTURAL/FOREST DISTRICT: NONETHERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAI N . N O S T R E A M BUFFERS EXIST ON SITE. 0 S C A L E 1 " = 6 0 ' 1 2 0 ' 6 0 ' NAD 8 3 P R E S E R V E D W O O D S A N D O P E N S P A C E E X H I B I T 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\WPO\36167C-C1.0 N&D.dwg | Plotted on 6/21/2015 1:29 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 N / A C 1 . 1 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 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. D E N O T E S A S P H A L T P A V E M E N T O N P L A N S N o S c a l e L I G H T D U T Y A S P H A L T P A V E M E N T S E C T I O N 8 " T Y P E 2 1 B A G G R E G A T E B A S E C O U R S E 2 . 5 " B I T U M I N O U S C O N C R E T E S U R F A C E C O U R S E - S M - 9 . 5 A C O M P A C T E D S U B G R A D E 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 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 1 " 6 " 7 " 2 ' - 0 " N o S c a l e S T A N D A R D C G - 7 C U R B & G U T T E R V D O T 2 1 - A S T O N E B A S E U N D E R C U R B & G U T T E R T O B E C H E C K E D B Y V D O T P R I O R T O P A V I N G A N D / O R B A C K F I L L I N G T O P O F C U R B 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 6' (PLANTING STRIP)2.5'11' (TRAVEL LANE)5' SIDEWALK 6 ' (PLANTI N G S T R I P ) 2 . 5 ' 11' (TRAVEL LANE)45' R/W C/L 5 ' S I D E W A L K No Scale ROAD CROSS SECTIONNo Scale SIGN POST A D T = 1 8 0 H C V = N A C B R = 5 S S V = 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\WPO\36167C-C1.0 N&D.dwg | Plotted on 6/21/2015 1:29 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 N / A C 1 . 2 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 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\WPO\36167C-C1.0 N&D.dwg | Plotted on 6/21/2015 1:29 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 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 ) S H E P H E R D ' S R I D G E R D . 5 0 ' R / W D B . 1 9 0 1 , P G . 9 8 ( D U N L O R A P H . 3 A ) 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\WPO\36167C-C2.0-EXISTING CONDITIONS & DEMO.dwg | Plotted on 6/21/2015 1:30 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 1 " = 3 0 ' 0 S C A L E 1 " = 3 0 ' 6 0 ' 3 0 ' NAD 8 3 C 2 . 0 EXISTING CONDITIONS & DEMOLITION 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\WPO\36167C-C3.0-ESC N&D.dwg | Plotted on 6/21/2015 1:31 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 1 " = 3 0 ' C 3 . 0 EROSION & SEDIMENT CONTROL 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 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\WPO\36167C-C3.0-ESC N&D.dwg | Plotted on 6/21/2015 1:31 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 1 " = 3 0 ' C 3 . 1 EROSION & SEDIMENT CONTROL 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 F I L T E R C L O T H R E I N F O R C E D C O N C R E T E 1 2 ' M I N . E X I S T I N G G R O U N D B 7 0 ' M I N . D R A I N S P A C E 1 0 ' M I N . 1 0 ' M I N . S E C T I O N B - B 6 ' - 7 " S E C T I O N A - A P L A N V I E W 3 " M I N . 3 " M I N . B 7 0 ' M I N . S I D E E L E V A T I O N 5 : 1 3 ' 1 2 ' M I N . F I L T E R C L O T H 6 " M I N . A A E X I S T I N G P A V E M E N T M O U N T A B L E B E R M ( O P T I O N A L ) W A S H R A C K ( O P T I O N A L ) E X I S T I N G P A V E M E N T P O S I T I V E D R A I N A G E T O S E D I M E N T T R A P P I N G D E V I C E V D O T # 1 C O A R S E A G G R E G A T E * M U S T E X T E N D F U L L W I D T H O F I N G R E S S A N D E G R E S S O P E R A T I O N 1 0 ' M I N . G R A V E L C U R B I N L E T S E D I M E N T F I L T E R R U N O F F W A T E R G R A V E L F I L T E R 1 2 " W I R E M E S H F I L T E R E D W A T E R S E D I M E N T C O N C R E T E G U T T E R 1 2 " C U R B I N L E T S P E C I F I C A P P L I C A T I O N : T H I S M E T H O D O F I N L E T P R O T E C T I O N I S A P P L I C A B L E A T C U R B I N L E T S W H E R E P O N D I N G I N F R O N T O F T H E S T R U C T U R E I S N O T L I K E L Y T O C A U S E I N C O N V E N I E N C E O R D A M A G E T O A D J A C E N T S T R U C T U R E S A N D U N P R O T E C T E D A R E A S . * G R A V E L S H A L L B E V D O T # 3 , # 3 5 7 O R 5 C O A R S E A G G R E G A T E . S T O R M W A T E R I N L E T P R O T E C T I O N N o S c a l e S T O N E C O N S T R U C T I O N E N T R A N C E N o S c a l e 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 ) S H E P H E R D ' S R I D G E R D . 5 0 ' R / W D B . 1 9 0 1 , P G . 9 8 ( D U N L O R A P H . 3 A ) 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 T P T P T P T P T P T P T P TP TP TP TP TP T P TP TP T P T P D R A I N A G E A R E A D I V I D E ( T Y P . ) B O T T O M 4 6 2 . 2 0 D R A I N A G E A R E A T O S E D I M E N T T R A P # 1 = 2 . 5 9 A C E R S T P 4 6 5 4 6 8 4 6 8 4 6 5 S O I L T Y P E : 2 1 C S O I L T Y P E : 2 1 B 4 6 0 4 7 0 D R A I N A G E A R E A T O S E D I M E N T T R A P # 2 = 0 . 5 5 A C E R S C E C I P C I P 4 6 5 4 6 3 2 . 5 ' D R A I N A G E A R E A T O S E D I M E N T T R A P # 3 = 0 . 3 2 A C E R S 4 6 7 4 6 8 4 6 9 4 6 9 3 ' 4 7 1 4 6 5 4 7 0 D R A I N A G E A R E A D I V I D E ( T Y P . ) 4 6 5 4 6 8 3 ' D C T S D C T S D C T S D C T S D C T S D C T S D C T S D C T S L I M I T S O F D I S T U R B A N C E = 3 . 8 7 A C R E 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\WPO\36167C-C3.1-ESC PLAN PHASE 1.dwg | Plotted on 6/21/2015 1:32 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 1 " = 3 0 ' 0 S C A L E 1 " = 3 0 ' 6 0 ' 3 0 ' NAD 8 3 3.023.053.073.08TP 3.01SAF3.313.323.35 3.093.39 3.363.38SOILS INFORMATION:21B - CULPEPER FINE SANDY LOAM, 2 TO 7 PERCENT SLOPES.40 TO 79 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED21C - CULPEPER FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES.40 TO 79 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED 3.13ST C 3 . 2 EROSION & SEDIMENT CONTROL PLAN PHASE I 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 ) S H E P H E R D ' S R I D G E R D . 5 0 ' R / W D B . 1 9 0 1 , P G . 9 8 ( D U N L O R A P H . 3 A ) 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 4 6 7 4 6 9 4 7 0 4 7 1 4 7 2 4 7 3 4 7 4 4 7 0 4 7 1 4 7 2 4 7 3 4 7 2 4 7 3 4 7 4 T P T P T P T P T P T P T P TP TP TP TP TP T P TP TP T P T P T P I P I P I P I P I P I P I P M U P S C E S F S F I P I P I P M U P S M U P S M U P S M U P S M U P S M U P S M U P S M U P S M U P S M U P S M U P S M U P S B M B M M U P S M U P S L I M I T S O F D I S T U R B A N C E = 3 . 8 7 A C R E 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\WPO\36167C-C3.2-ESC PLAN PHASE 2.dwg | Plotted on 6/21/2015 1:32 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 C 3 . 3 EROSION & SEDIMENT CONTROL PLAN PHASE II 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 1 " = 3 0 ' 0 S C A L E 1 " = 3 0 ' 6 0 ' 3 0 ' NAD 8 3 3.023.053.073.08TP 3.01SAF3.313.323.35 3.093.39 3.363.38 3.13STSOILS INFORMATION:21B - CULPEPER FINE SANDY LOAM, 2 TO 7 PERCENT SLOPES.40 TO 79 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED21C - CULPEPER FINE SANDY LOAM, 7 TO 15 PERCENT SLOPES.40 TO 79 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED 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 ) S H E P H E R D ' S R I D G E R D . 5 0 ' R / W D B . 1 9 0 1 , P G . 9 8 ( D U N L O R A P H . 3 A ) 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 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 W W W W 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 7 9 1 S F L O T 2 4 8 8 0 S F L O T 3 4 9 3 4 S F L O T 4 5 5 2 1 S F L O T 5 6 5 1 0 S F L O T 6 6 4 2 2 S F L O T 7 6 6 0 6 S F L O T 8 6 8 0 4 S F L O T 9 5 1 5 2 S F L O T 1 0 5 0 6 4 S F L O T 1 1 4 8 5 0 S F L O T 1 2 4 7 9 1 S F L O T 1 3 4 7 5 0 S F L O T 1 4 4 7 4 6 S F L O T 1 5 4 8 2 5 S F L O T 1 6 4 9 6 5 S F L O T 1 7 4 5 6 7 S F L O T 1 8 4 4 5 0 S F L O T 1 9 6 2 0 7 S F L O T 2 0 9 3 0 5 S F C G - 6 C G - 6 3 5 ' 2 2 ' 6 ' 5 ' 6 ' 5 ' 2 2 ' 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 0 ' B U I L D I N G S E P A R A T I O N ( T Y P ) 1 2 ' ( T Y P ) 2 2 ' R 5 ' R 5 ' 2 0 ' 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 B 4 5 ' R I G H T O F W A Y R O A D A 4 5 ' R I G H T O F W A Y 2 0 ' S T O R M W A T E R M A I N T E N A N C E E A S E M E N T S A N S A N S A N S A N SAN S A N SAN S A N SAN F L U S H C U R B SAN V D O T S T D C G - 7 A L O N G D R I V E W A Y ( T Y P ) 10+00 1 1 + 0 0 12+00 13+00 13+56.35 P C = 1 1 + 0 3 . 0 7 P T = 1 2 + 9 0 . 2 3 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 4 + 1 4 . 0 5 P C = 1 1 + 5 1 . 5 9 P T = 1 1 + 8 6 . 5 6 P C = 1 1 + 9 4 . 6 0 P T = 1 2 + 5 2 . 4 0 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 BLOW OFFASSEMBLYGATEVALVE (TYP) B L O W O F F A S S E M B L Y     ƒ  % ( 1 ' R 4 0 0 '     ƒ  % ( 1 '     ƒ  % ( 1 ' 8 X 8 T E E R 4 0 0 '     ƒ  % ( 1 '     ƒ  % ( 1 ' 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 C 4 . 0 LAYOUT & UTILITIES 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\WPO\36167C-C4.0-LAYOUT AND UTILITIES.dwg | Plotted on 6/21/2015 1:33 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 1 " = 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 ) S H E P H E R D ' S R I D G E R D . 5 0 ' R / W D B . 1 9 0 1 , P G . 9 8 ( D U N L O R A P H . 3 A ) 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 4 6 7 4 6 9 4 7 0 4 7 1 4 7 2 4 7 3 4 7 4 4 7 0 4 7 1 4 7 2 4 7 3 4 7 2 4 7 3 4 7 4 S T O R A G E S Y S T E M # 2 ( 2 7 5 L F O F 7 2 " A D S P P P I P E ) S T O R A G E S Y S T E M # 1 ( 1 0 2 L F O F 7 2 " A D S P P P I P E ) 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 # 3 ( 7 2 L F O F 7 2 " A D S P P P I P E ) 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\WPO\36167C-C5.0-GRADING AND DRAINAGE PLAN.dwg | Plotted on 6/21/2015 1:34 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 1 " = 3 0 ' 0 S C A L E 1 " = 3 0 ' 6 0 ' 3 0 ' NAD 8 3 C 5 . 0 GRADING & DRAINAGE 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 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 ) S H E P H E R D ' S R I D G E R D . 5 0 ' R / W D B . 1 9 0 1 , P G . 9 8 ( D U N L O R A P H . 3 A ) 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 4 6 7 4 6 9 4 7 0 4 7 1 4 7 2 4 7 3 4 7 4 4 7 0 4 7 1 4 7 2 4 7 3 4 7 2 4 7 3 4 7 4 S T O R A G E S Y S T E M # 2 ( 2 7 5 L F O F 7 2 " A D S P P P I P E ) S T O R A G E S Y S T E M # 1 ( 1 0 2 L F O F 7 2 " A D S P P P I P E ) 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 # 3 ( 7 2 L F O F 7 2 " A D S P P P I P E ) 0 . 4 2 0 . 6 8 2 2 0 0 . 2 8 0 . 7 2 2 2 2 0 . 4 5 0 . 6 6 2 1 4 0 . 1 4 0 . . 4 8 1 2 0 0 . 1 7 0 . 5 1 1 1 0 A 0 . 3 1 0 . 6 9 2 1 8 0 . 0 5 0 . 5 7 1 0 8 0 . 0 5 0 . 6 8 1 0 2 0 . 4 1 0 . 6 9 2 1 0 0 . 2 0 0 . 7 4 1 1 0 0 . 0 6 0 . 6 3 1 0 8 A 0 . 0 9 0 . 4 1 1 1 2 0 . 0 7 0 . 5 8 1 0 2 0 . 9 2 0 . 3 6 1 2 2 A R E A C S T R # 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\WPO\36167C-C5.0-GRADING AND DRAINAGE PLAN.dwg | Plotted on 6/21/2015 1:34 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 1 " = 3 0 ' 0 S C A L E 1 " = 3 0 ' 6 0 ' 3 0 ' NAD 8 3 C 5 . 1 STORMWATER SUMMARY 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 G GG G W W W W W W W W W W W X X X O H P O H P O H P G G G G G G G G P O S T D E V E L O P E D D R A I N A G E A R E A # 1 R O U T E D ( S T O R A G E S Y S T E M # 3 ) A R E A = 0 . 6 1 A C . I M P = 0 . 2 9 A C M A N A G E D T U R F = 0 . 3 2 A C C N = 8 5 T c = 9 . 4 M I N P O S T D E V E L O P E D D R A I N A G E A R E A # 2 R O U T E D ( S T O R A G E S Y S T E M # 1 ) A R E A = 1 . 4 2 A C I M P = 0 . 9 1 A C M A N A G E D T U R F = 0 . 5 1 A C F O R E S T = 0 . 0 0 A C C N = 8 9 T c = 6 . 0 M I N P O S T D E V E L O P E D D R A I N A G E A R E A # 2 ( U N R O U T E D ) A R E A = 1 . 4 6 A C I M P 0 . 1 7 A C M A N A G E D T U R F = 0 . 9 1 A C F O R E S T = 0 . 3 8 A C C N = 7 6 T c = 2 1 M I N P O S T D E V E L O P E D D R A I N A G E A R E A # 2 R O U T E D ( S T O R A G E S Y S T E M # 2 ) A R E A = 0 . 4 8 A C I M P = 0 . 2 6 A C M A N A G E D T U R F = 0 . 2 2 A C F O R E S T = 0 . 0 0 A C C N = 8 9 T c = 6 M I N P O S T D E V E L O P E D D R A I N A G E A R E A # 1 U N R O U T E D A R E A = 0 . 9 7 A C . I M P = 0 . 1 1 A C M A N A G E D T U R F = 0 . 4 4 A C F O R E S T = 0 . 4 2 A C C N = 7 5 T c = 1 3 . 4 M I N G GG G WWWWWW W W W W WXXXOHPOHPOHPOHPOHPOHP G G G G G G G G PREDEVELOPEDDRAINAGE AREA #1AREA = 1.61 AC.IMP = 0.12 ACMANAGED TURF = 0.11 ACFOREST = 1.38 ACPREDEVELOPEDDRAINAGE AREA # 2AREA = 3.33 ACIMP = 0.16 ACMANAGE TURF = 0.26 ACFOREST = 2.91 AC 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\WPO\36167C-C6.0-SWM PLAN.dwg | Plotted on 6/21/2015 1:35 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 1 " = 5 0 ' S C A L E 1 " = 5 0 ' 1 0 0 ' 5 0 ' 0 NAD 8 3 D R A I N A G E A R E A # 1 W A T E R Q U A N T I T Y C A L C U L A T I O N S : D R A I N A G E A R E A # 1 ( S E E A C R E A G E S , S U R F A C E C O N D I T I O N S A N D T c I N M A P P I N G A B O V E ) P R E D E V E L O P M E N T P O S T D E V E L O P M E N T Q 2 2 . 6 7 C F S 2 . 6 7 C F S Q 1 0 5 . 8 4 C F S 5 . 7 2 C F S WATER QUALITY CALCULATIONS:SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET (SEE CALC. B O O K ) : POST-DEVELOPMENT LAND COVER:FOREST:0.80 ACRESTURF:2.44 ACRESIMPERVIOUS:1.70 ACRESREQUIRED REMOVAL: 2.96 LB/YRCREDITS PURCHASED: 2.96 LB/YR (PROOF OF PURCHASE TO BE PROVIDED)TOTAL REMOVAL: 2.96 LB/YR D R A I N A G E A R E A # 1 D R A I N S T O T H E E X I S T I N G D U N L O R A P O N D W H E R E T H E D R A I N A G E A R E A E V E N T U A L L Y B E C O M E S L E S S T H A N O N E P E R C E N T O F T H E T O T A L D R A I N A G E A R E A . T H E E X I S T I N G P I P E S Y S T E M T H A T D R A I N S T H E 1 . 5 6 A C R E A R E A A C R O S S S H E P H E R D S R I D G E R O A D , F R O M T H I S S I T E , H A S B E E N V E R I F I E D T O B E A D E Q U A T E F O R T H E P R O P O S E D S T O R M F L O W . T H E E X I S T I N G P O N D D R A I N S T O T O W N B R A N C H , E V E N T U A L L Y M A K I N G I T S W A Y E A S T W A R D T O T H E R I V A N N A R I V E R . D R A I N A G E A R E A # 2 W A T E R Q U A N T I T Y C A L C U L A T I O N S : ( S E E A C R E A G E S , S U R F A C E C O N D I T I O N S A N D T c I N M A P P I N G A B O V E ) P R E D E V E L O P M E N T P O S T D E V E L O P M E N T Q 2 4 . 4 3 C F S 4 . 2 0 C F S Q 1 0 9 . 8 0 C F S 9 . 4 9 C F S D R A I N A G E A R E A # 2 D R A I N S A N D I S S T O R E D I N T W O C O N N E C T E D S T O R A G E P I P E S Y S T E M S . F R O M T H E S T O R A G E P I P E S T H E S T O R M S E W E R I S C O N N E C T E D I N T O A N E X I S T I N G D R O P I N L E T T H A T I S L O C A T E D W I T H I N T H E R I O R O A D R I G H T O F W A Y . T H I S S T R U C T U R E D R A I N S A C R O S S R I O R O A D T H R O U G H C A T E C , E V E N T U A L L Y O U T F A L L I N G , A N D D I S C H A R G I N G I N T O M E A D O W C R E E K . C 6 . 0 STORMWATER MANAGEMENT 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 S C A L E 1 " = 5 0 ' 1 0 0 ' 5 0 ' 0 NAD 8 3 PRE DEVELOPED DRAINAGE AREAS P O S T D E V E L O P E D D R A I N A G E A R E A 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\WPO\36167C-C6.0-SWM PLAN.dwg | Plotted on 6/21/2015 1:35 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 N / A C 6 . 1 STORMWATER 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 1 0 " O R I F I C E I N V 4 6 3 . 5 0 1 0 Y E A R W S E 4 6 8 . 4 4 2 Y E A R W S E 4 6 6 . 4 8 TOP O F 6 ' W E I R P L A T E 4 6 9 . 5 0 E L E V . 4 6 3 . 5 0 STEEL PLA T E T O P O F S T O R A G E P I P E 4 6 9 . 5 0 W E I R P L A T E S E C T I O N 4 " O R I F I C E I N V 4 5 4 . 0 0 1 0 Y E A R W S E 4 5 9 . 4 7 2 Y E A R W S E 4 5 7 . 2 7 T O P O F 4 ' W E I R P L A T E 4 5 9 . 6 0 E L E V . 4 5 4 . 0 0 S T E E L P L A T E T O P O F S T O R A G E P I P E 4 6 0 . 0 0 W E I R P L A T E S E C T I O N 5 . 0 " O R I F I C E I N V 4 5 6 . 9 5 4 . 0 ' B O T T O M O F W E I R 4 6 8 . 0 0 B O T T O M O F W E I R 4 5 9 . 4 0 4 . 0 ' 4 " X 8 " O R I F I C E I N V 4 6 2 . 6 6 1 0 Y E A R W S E 4 6 7 . 5 8 2 Y E A R W S E 4 6 6 . 0 7 T O P O F 4 ' W E I R P L A T E 4 6 8 . 6 6 E L E V . 4 6 2 . 6 6 S T E E L P L A T E T O P O F S T O R A G E P I P E 4 6 8 . 6 6 W E I R P L A T E S E C T I O N 9 . 0 " O R I F I C E I N V 4 6 5 . 9 1 B O T T O M O F W E I R 4 6 7 . 5 6 4 . 0 ' HORIZ SCALE: 1"=50'VERT SCALE: 1"=5 STR222 - STR216 455 460 465 470 475 480455460465470475480473.97474.76474.76475.309+5010+0011+0012+0012+50 222: DI-2B 6 ft ThroatSTA 10+00.00TOP 473.59INV OUT 469.84 (221)22121.51' OF15" RCP@ 1.00%220: DI-2B 6 ft ThroatSTA 10+21.51TOP 473.81INV IN 469.62 (221)INV OUT 469.52 (219)219148.27' OF15" RCP@ 1.00%218: DI-2C 8 ft ThroatSTA 11+69.78TOP 472.10INV IN 468.04 (219)INV OUT 467.94 (217)216: MH-1STA 11+87.11TOP 472.84INV IN 467.77 (217)HORIZ SC A L E : 1 " = 5 0 ' VERT SC A L E : 1 " = 5 STR210 - S T R 2 0 8 455 460 465 470 475 480 4 5 5 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 474.559+5010+00 1 1 + 0 0 1 1 + 5 0 210: DI-2B 6 ft ThroatSTA 10+00.00TOP 472.33INV OUT 468.58 (209)20937.84' OF15" RCP@ 2.14%208: MH-1STA 10+37.84TOP 472.42 INV IN 467.77 (209) H O R I Z S C A L E : 1 " = 5 0 ' V E R T S C A L E : 1 " = 5 P I P E S T O R A G E 1 - P I P E S T O R A G E 2 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 0 475.81 474.50 9 + 5 0 1 0 + 0 0 1 1 + 0 0 1 1 + 5 0 2 0 7 1 2 . 8 6 ' O F 1 5 " R C P @ 0 . 0 0 % 206: MH-1 STA 10+12.86 TOP 472.15 INV IN 463.50 (207) INV OUT 463.50 (205) 2 0 5 4 1 . 4 2 ' O F 2 4 " R C P @ 2 . 0 3 % 204: MH-1 STA 10+54.28 TOP 472.76 INV IN 462.66 (205) 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 4 - S T R 2 1 2 4 5 5 4 6 0 4 6 5 4 7 0 4 7 5 4 5 5 4 6 0 4 6 5 4 7 0 4 7 5 474.81 9 + 5 0 1 0 + 0 0 1 1 + 0 0 1 1 + 5 0 214: DI-2C 8 ft Throat STA 10+00.00 TOP 472.05 INV OUT 468.30 (213) 2 1 3 1 6 . 3 5 ' O F 1 5 " R C P @ 1 . 0 0 % 212: MH-1 STA 10+16.35 TOP 472.57 INV IN 468.14 (213) 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 0 470.60 469.29 467.54 465.79 463.44 9 + 5 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 202: MH-1 STA 10+00.00 TOP 474.45 INV OUT 462.66 (201) 200: MH-1 STA 10+80.91 TOP 470.20 INV IN 461.80 (201) INV OUT 461.70 (199) 2 0 1 8 0 . 9 1 ' O F 1 5 " R C P @ 1 . 0 6 % 1 9 9 1 2 5 . 5 5 ' O F 1 5 " R C P @ 1 . 0 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 S T R 1 2 4 - 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 21717.33' OF15" RCP@ 1.00%HORIZ SCALE: 1"=50'VERT SCALE: 1"=5 STR112 - STR106 445 450 455 460 465 470 475445450455460465470475470.869+5010+0011+0011+50HORIZ SCALE: 1"=50'VERT SCALE: 1"=5 STR110A - STR108 445 450 455 460 465 470 475445450455460465470475472.479+5010+0011+0011 + 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 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 0 466.82 460.91 459.75 9 + 5 0 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 2 + 5 0 458.45 9 + 5 0 1 0 + 0 0 1 1 + 0 0 1 1 + 5 0 112: DI-2B 6 ft ThroatSTA 10+00.00TOP 468.08INV OUT 464.33 (109)10921.43' OF15" RCP@ 1.00%110: DI-2B 6 ft ThroatSTA 10+21.43TOP 468.08INV IN 464.12 (109)INV OUT 464.02 (107)10748.63' OF15" RCP@ 8.51%108: DI-2B 6 ft ThroatSTA 10+70.05TOP 464.14INV IN 459.88 (107A)INV IN 459.88 (107)INV OUT 459.78 (105)10516.33' OF15" RCP@ 1.00%106: MH-1STA 10+86.38TOP 465.11INV IN 459.62 (105)110A: 15" Basin - Square GrateSTA 10+00.00TOP 464.49INV OUT 461.08 (109A)109A14.21' OF15" RCP@ 5.53%108A: DI-2B 6 ft ThroatSTA 10+14.21TOP 464.04INV IN 460.29 (109A)INV OUT 460.09 (107A)107A21.46' OF15" RCP@ 1.00%108: DI-2B 6 ft ThroatSTA 10+70.05TOP 464.14INV IN 459.88 (107A)INV IN 459.88 (107)INV OUT 459.78 (105) 104: MH-1 STA 10+00.00 TOP 463.11 INV OUT 454.00 (103) 1 0 3 3 9 . 6 7 ' O F 1 5 " R C P @ 1 . 0 0 % 102: DI-2B 6 ft Throat STA 10+39.67 TOP 460.30 INV IN 453.60 (103) INV IN 450.60 (101A) INV OUT 450.50 (101) 1 0 1 3 6 . 7 2 ' O F 1 5 " R C P @ 1 . 0 0 % 100: DI-1 STA 10+76.39 TOP 458.50 INV IN 450.13 (101) INV OUT 450.03 (99) 9 9 5 1 . 5 9 ' O F 1 5 " R C P @ 2 . 0 0 % 122: DI-1 STA 10+00.00 TOP 458.50 INV OUT 456.25 (121) 1 2 1 2 0 . 0 0 ' O F 1 5 " R C P @ 1 . 0 0 % 120: DI-2B 8 ft Throat STA 10+20.00 TOP 459.91 INV IN 456.05 (121) INV OUT 450.85 (101A) 1 0 1 A 2 4 . 9 3 ' O F 1 5 " R C P @ 1 . 0 0 % 102: DI-2B 6 ft Throat STA 10+39.67 TOP 460.30 INV IN 453.60 (103) INV IN 450.60 (101A) INV OUT 450.50 (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 A WATERLINE B W A T E R L I N E B PROPOSED GRADE EXISTING GRADE 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' 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 2 . 7 ' 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 I P E 6 - 2 ( S A N I T A R Y ) 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 1.0'STORAGE SYSTEM #1INV 463.50' S T O R A G E S Y S T E M # 1 I N V 4 6 3 . 5 0 ' S T O R A G E S Y S T E M # 2 I N V 4 6 2 . 6 6 ' S T O R A G E S Y S T E M # 2 I N V 4 6 2 . 6 6 ' STORAGE SYSTEM #3INV 454.00' S T O R A G E S Y S T E M # 3 I N V 4 5 4 . 0 0 ' 3 . 8 ' 1.0'1.9' 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\WPO\36167C-C7.0-PROFILES.dwg | Plotted on 6/21/2015 1:36 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 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 7 . 0 STORMWATER 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 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 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 HORIZ SC A L E : 1 " = 5 0 ' VERT SC A L E : 1 " = 5 WATERLINE A 8 ' ' C L A S S 5 2 D I P 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 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 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 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 0 474.66 474.36 473.02 472.96 474.04 474.85 474.47 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 4 . 3 0 I N V O U T 4 7 0 . 1 3 ( 7 - 6 ) 7 - 6 1 0 3 . 2 2 ' O F 8 " P V C @ 0 . 9 7 % 6 S T A 1 1 + 0 3 . 2 2 T O P 4 7 3 . 2 2 I N V I N 4 6 9 . 1 3 ( 7 - 6 ) I N V O U T 4 6 7 . 5 4 ( 6 - 2 ) 6 - 2 2 0 1 . 6 7 ' O F 8 " P V C @ 1 . 0 0 % 2 S T A 1 0 + 8 7 . 4 3 T O P 4 7 3 . 6 2 I N V I N 4 6 5 . 5 2 ( 6 - 2 ) I N V I N 4 6 8 . 0 1 ( 1 - 2 ) I N V O U T 4 6 5 . 4 2 ( 2 - 3 ) 9+5010+0011+0012+00 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 5 + 5 0 472.57 472.13 472.54 473.04 473.54 474.11 474.30 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 0 473.23474.33474.38474.24474.32 473.02 470.75 461.23 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 473.93INV OUT 469.76 (1-2)1-287.43' OF8" PVC@ 2.00%2STA 10+87.43TOP 473.62INV IN 465.52 (6-2)INV IN 468.01 (1-2)INV OUT 465.42 (2-3)2-391.56' OF8" PVC@ 2.00%3STA 11+78.99TOP 471.80INV IN 463.59 (2-3)INV OUT 463.49 (3 - 4 ) 3-4100.31' OF8" PVC@ 2.00% 4 A S T A 1 2 + 7 9 . 3 0 T O P 4 6 7 . 2 5 I N V I N 4 6 1 . 4 8 ( 3 - 4 ) I N V O U T 4 6 0 . 7 3 ( 4 A - 4 ) 4 A - 4 7 7 . 2 9 ' O F 8 " P V C @ 2 . 0 0 % 4 S T A 1 3 + 5 6 . 5 9 T O P 4 6 3 . 5 6 I N V I N 4 5 9 . 1 9 ( 4 A - 4 ) I N V O U T 4 5 4 . 0 0 ( 4 - 5 ) 4 - 5 1 0 3 . 5 8 ' O F 8 " P V C @ 0 . 9 9 % 5 S T A 1 4 + 6 0 . 1 6 T O P 4 5 9 . 2 4 I N V I N 4 5 2 . 9 7 ( 4 - 5 ) I N V O U T 4 5 2 . 8 7 ( 5 - E X ) 5 - E X 8 2 . 9 2 ' O F 8 " P V C @ 1 . 0 0 % 8X8 T E E ƒ%(1'ƒ%(1'ƒ%(1'TIE TO EXISTINGWATERLINE VERIFYLOCATION ANDELEVATION 8 " P L U G 1.2'1.0' 1 . 8 3 ' PIPE 101A PIPE 109(STORM)PIPE 209(STORM) P I P E 6 - 2 EXISTING GRADE PROPOSED GRADE F I R E H Y D R A N T A S S E M B L Y     ƒ  % ( 1 '     ƒ  % ( 1 ' 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 3 . 5 ' 1 . 0 ' P I P E 2 0 5 ( S T O R M ) P I P E 2 2 1 ( 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 8 . 6 9 ' 1.4'PIPE 107A(STORM) W A T E R L I N E A W A T E R L I N E A WATERLINE A P I P E 1 0 1 A ( S T O R M ) PROPOS E D GRADE 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 ) P I P E 2 0 5 ( 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 . 4 ' 1 . 4 ' 1.0' 1 . 0 ' 1 . 8 ' 1 . 8 ' 1.0'PIPE 3-4 DROP CONNECTION D R O P C O N N E C T I O N PIPE 4-5(SANITARY)1.9' 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 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\WPO\36167C-C7.0-PROFILES.dwg | Plotted on 6/21/2015 1:36 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 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 7 . 1 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 H O R I Z S C A L E : 1 " = 5 0 ' V E R T S C A L E : 1 " = 5 ROA D 1 C E N T E R L I N E 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 0 459.39467.63470.84473.71 475.07 474.84 474.29 473.28 471.83 8+509+0010+0011+00 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 0 1 5 + 5 0 1 0 0 ' V C K = 1 3 . 7 9 A . D . = - 7 . 2 5 % P V I E L E V = 4 7 1 . 8 4 P V I S T A = 1 1 + 9 0 HI G H P T S T A = 1 2 + 4 0 . 0 0 HI G H P O I N T E L E V = 4 7 2 . 4 7 BVCS = 11+40.00BVCE = 467.59 EVCS = 12+40.00 EVCE = 472.47 70' VC K = 10.77 A.D. = 6.50%PVI ELEV = 460.53 PVI STA = 10+56.88 LOW POINT STA = 10+21.88LOW POINT ELEV = 459.83BVCS = 10+21.88BVCE = 459.83EVCS = 10+91.88EVCE = 463.502.00%8.50% 1 . 2 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 R O A D 2 C E N T E R L I N E 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 4 6 0 4 6 5 4 7 0 4 7 5 4 8 0 474.86 475.22 474.63 474.20 474.34 475.05 474.85 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 5 0 ' V C K = 2 0 . 0 0 A . D . = 2 . 5 0 % P V I E L E V = 4 7 2 . 0 8 P V I S T A = 1 0 + 5 0 L O W P O I N T S T A = 1 0 + 5 5 . 0 0 L O W P O I N T E L E V = 4 7 2 . 2 3 BVCS = 10+25.00 BVCE = 472.46 EVCS = 10+75.00 EVCE = 472.33 - 1 . 5 0 % 1 . 0 0 % R O A D 2 I N T E R S E C T I O N S T A : 1 2 + 6 9 . 2 4 E L E V : 4 7 2 . 8 3 ' R O A D 2 I N T E R S E C T I O N S T A : 1 0 + 0 0 E L E V : 4 7 2 . 8 3 ' R O A D 1 C E N T E R L I N E S t a t i o n = 1 4 + 0 2 . 3 5 e l e v = 4 7 4 . 4 9 7 R O A D 2 C E N T E R L I N E S t a t i o n = 1 3 + 1 4 . 7 9 e l e v = 4 7 4 . 7 2 8 TIE TO SHEPERDSRIDGE ROAD ATELEVATION 459.39' 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\WPO\36167C-C7.0-ROAD PROFILE.dwg | Plotted on 6/21/2015 1:37 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 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 7 . 2 ROAD 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 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 S A N S A N S A N S A N SAN S A N SAN S A N SAN SAN 2 8 P I N O A K ( T Y P ) 1 6 R O S E H I L L W H I T E A S H ( T Y P ) L 1 . 0 LANDSCAPE 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\WPO\36167C-L1.0-PLANTING PLAN.dwg | Plotted on 6/21/2015 1:38 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 1 " = 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\WPO\36167C-L1.0-PLANTING PLAN.dwg | Plotted on 6/21/2015 1:38 PM | by John Wilson 0 6 / 2 2 / 1 5 DUNLORA V WPO PLAN COUNTY OF ALBEMARLE, VA 3 6 1 6 7 1 " = 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 LANDSCAPE R E Q U I R E D : 4 . 9 4 A C R E S - 1 . 3 8 A C R E S ( O P E N S P A C E ) = 3 . 5 6 A C R E S X 1 0 % = 1 5 , 5 0 7 S F LANDSCAPE P R O V I D E D : 1 5 , 7 8 0 S F 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 .