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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 2/5/2016 3:03 PM | by Clint Shifflett
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DUNLORA V WPO PLAN
COUNTY OF ALBEMARLE, VA
3
6
1
6
7
COUNTY COMMENTS9/9/2015
COUNTY COMMENTS11/11/2015
COUNTY COMMENTS12/17/2015
REVISED EMERGENCY ACCESS PER VDOT / COUNTY COMMENTS2/5/2016
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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 2/5/2016 3:04 PM | by Clint Shifflett
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1
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DUNLORA V WPO PLAN
COUNTY OF ALBEMARLE, VA
3
6
1
6
7
COUNTY COMMENTS9/9/2015
COUNTY COMMENTS11/11/2015
COUNTY COMMENTS12/17/2015
REVISED EMERGENCY ACCESS PER VDOT / COUNTY COMMENTS2/5/2016
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/
A
C
1
.
0
NOTES & DETAILS
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AVERAGE DAILY TRIPS FOR SINGLE FAMILY RESIDENTIAL (ITE 210)
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SHEPHERD'S LANE: 200 ADT (20 SINGLE FAMILY RESIDENTIAL UNIT
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SHEPHERD'S COURT: 110 ADT (11 SINGLE FAMILY RESIDENTIAL UNI
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SITE DATA:TAX MAP PARCEL: TM 61-164 (DB 2476 PG 626; DB 2051 PG 3; DB 18
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ZONING:R4. THIS SITE LIES WITHIN THE AIRPORT IMPACT AREA
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MAGISTERIAL DISTRICT: RIOPROJECT AREA: 4.84 ACRES. (4.94 ACRES-0.10 ACRE TO BE CONVE
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SOURCE OF BOUNDARY AND TOPOGRAPHY:TIMMONS GROUP.2815 N AUGUSTA STSUITE CSTAUNTON, VA 2440
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DATUM: HORIZONTAL: BASED ON NAD83, VIRGINIA S
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SMARTNETBUILDING SETBACKS:FRONT: 5 FT (MIN), 25FT (MAX)SIDE: NONE, 10 FT BUILDING SEPARA
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REAR: 20 FTPROPOSED USES: 20 SINGLE FAMILY UNITSLOTS:LOTS ALLOWED : 4.84 AC x 4 LOT/AC x 1.05(PRESERVED WOO
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LOTS PROVIDED: 20 LOTSLOT SIZE: NO MINIMUM LOT SIZE (CLUSTER DEVELOPMENT)PRESERVED WOODS:PRESERVED WOODS REQUIRED: 4.84 AC x 10% = 0.484 ACPRESERVED WOODS PROVIDED: 0.533 ACCLUSTER DEVELOPMENT OPEN SPACE REQUIREMENTS:OPEN SPACE REQUIRED: 4.84 AC x 25% = 1.23 ACOPEN SPACE PROVIDED: 1.30 ACPARKING: ALL PARKING SHALL BE LOCATED OFF STREET IN DRIVE
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PHASING: PROJECT SHALL BE BUILT IN ONE PHASE.BUILDING SITES: PARCELS 1-20 MAY NOT BE FURTHER DIVIDED. O
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PARCEL AREA SUMMARY:PUBLIC R/W: 42814 SFPROPOSED LOTS: 110972 SFOPEN SPACE: 56978 SFTOTAL SITE AREA: 210764 SF (4.84 ACRES)OPEN SPACE OWNERSHIP/MAINTANENCE: ALL PROPOSED OPEN S
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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 2/5/2016 3:04 PM | by Clint Shifflett
0
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2
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1
5
DUNLORA V WPO PLAN
COUNTY OF ALBEMARLE, VA
3
6
1
6
7
COUNTY COMMENTS9/9/2015
COUNTY COMMENTS11/11/2015
COUNTY COMMENTS12/17/2015
REVISED EMERGENCY ACCESS PER VDOT / COUNTY COMMENTS2/5/2016
1
"
=
3
0
'
0
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1
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=
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EXISTING CONDITIONS & DEMOLITION
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DATE
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N
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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 2/5/2016 3:05 PM | by Clint Shifflett
0
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2
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1
5
DUNLORA V WPO PLAN
COUNTY OF ALBEMARLE, VA
3
6
1
6
7
COUNTY COMMENTS9/9/2015
COUNTY COMMENTS11/11/2015
COUNTY COMMENTS12/17/2015
REVISED EMERGENCY ACCESS PER VDOT / COUNTY COMMENTS2/5/2016
1
"
=
3
0
'
C
3
.
0
EROSION & SEDIMENT CONTROL NOTES & DETAILS
J
.
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C
K
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D
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Y
DATE
D
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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 2/5/2016 3:05 PM | by Clint Shifflett
0
6
/
2
2
/
1
5
DUNLORA V WPO PLAN
COUNTY OF ALBEMARLE, VA
3
6
1
6
7
COUNTY COMMENTS9/9/2015
COUNTY COMMENTS11/11/2015
COUNTY COMMENTS12/17/2015
REVISED EMERGENCY ACCESS PER VDOT / COUNTY COMMENTS2/5/2016
1
"
=
3
0
'
C
3
.
1
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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 2/5/2016 3:06 PM | by Clint Shifflett
0
6
/
2
2
/
1
5
DUNLORA V WPO PLAN
COUNTY OF ALBEMARLE, VA
3
6
1
6
7
COUNTY COMMENTS9/9/2015
COUNTY COMMENTS11/11/2015
COUNTY COMMENTS12/17/2015
REVISED EMERGENCY ACCESS PER VDOT / COUNTY COMMENTS2/5/2016
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
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.
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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 1A.dwg | Plotted on 2/5/2016 3:07 PM | by Clint Shifflett
0
6
/
2
2
/
1
5
DUNLORA V WPO PLAN
COUNTY OF ALBEMARLE, VA
3
6
1
6
7
COUNTY COMMENTS9/9/2015
COUNTY COMMENTS11/11/2015
COUNTY COMMENTS12/17/2015
REVISED EMERGENCY ACCESS PER VDOT / COUNTY COMMENTS2/5/2016
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
.
3
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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 2/5/2016 3:08 PM | by Clint Shifflett
0
6
/
2
2
/
1
5
DUNLORA V WPO PLAN
COUNTY OF ALBEMARLE, VA
3
6
1
6
7
COUNTY COMMENTS9/9/2015
COUNTY COMMENTS11/11/2015
COUNTY COMMENTS12/17/2015
REVISED EMERGENCY ACCESS PER VDOT / COUNTY COMMENTS2/5/2016
C
3
.
4
EROSION & SEDIMENT CONTROL PLAN PHASE II
J
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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
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+/- 90'
REMOVABLE STEELBOLLARDS. PLACE 1'BEHIND CG-9B AT 6' O.C.
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C
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DATE
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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 2/5/2016 3:09 PM | by Clint Shifflett
0
6
/
2
2
/
1
5
DUNLORA V WPO PLAN
COUNTY OF ALBEMARLE, VA
3
6
1
6
7
COUNTY COMMENTS9/9/2015
COUNTY COMMENTS11/11/2015
COUNTY COMMENTS12/17/2015
REVISED EMERGENCY ACCESS PER VDOT / COUNTY COMMENTS2/5/2016
1
"
=
3
0
'
0
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C
A
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1
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=
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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 2/5/2016 3:10 PM | by Clint Shifflett
0
6
/
2
2
/
1
5
DUNLORA V WPO PLAN
COUNTY OF ALBEMARLE, VA
3
6
1
6
7
COUNTY COMMENTS9/9/2015
COUNTY COMMENTS11/11/2015
COUNTY COMMENTS12/17/2015
REVISED EMERGENCY ACCESS PER VDOT / COUNTY COMMENTS2/5/2016
1
"
=
3
0
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0
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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 2/5/2016 3:10 PM | by Clint Shifflett
0
6
/
2
2
/
1
5
DUNLORA V WPO PLAN
COUNTY OF ALBEMARLE, VA
3
6
1
6
7
COUNTY COMMENTS9/9/2015
COUNTY COMMENTS11/11/2015
COUNTY COMMENTS12/17/2015
REVISED EMERGENCY ACCESS PER VDOT / COUNTY COMMENTS2/5/2016
1
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=
3
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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 2/5/2016 3:11 PM | by Clint Shifflett
0
6
/
2
2
/
1
5
DUNLORA V WPO PLAN
COUNTY OF ALBEMARLE, VA
3
6
1
6
7
COUNTY COMMENTS9/9/2015
COUNTY COMMENTS11/11/2015
COUNTY COMMENTS12/17/2015
REVISED EMERGENCY ACCESS PER VDOT / COUNTY COMMENTS2/5/2016
1
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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 2/5/2016 3:11 PM | by Clint Shifflett
0
6
/
2
2
/
1
5
DUNLORA V WPO PLAN
COUNTY OF ALBEMARLE, VA
3
6
1
6
7
COUNTY COMMENTS9/9/2015
COUNTY COMMENTS11/11/2015
COUNTY COMMENTS12/17/2015
REVISED EMERGENCY ACCESS PER VDOT / COUNTY COMMENTS2/5/2016
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* DETAIL TAKEN FROM MONTGOMERY COUNTY, MARYLANDWATER RESOURCES SPECIFICATIONS.
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
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8
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4
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4
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4
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9
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4
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1
+
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1
2
+
0
0
1
3
+
0
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202: MH-1
STA 10+71.99
TOP 470.60
INV IN 462.50 (203)
INV OUT 462.40 (201)
2
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3
7
1
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HORIZ SCALE: 1"=50'VERT SCALE: 1"=5 STR112 - STR106 445 450 455 460 465 470 4754454504554604654704759+5010+0011+0012+00HORIZ SCALE: 1"=50'VERT SCALE: 1"=5 STR110A - STR108 445 450 455 460 465 470 4754454504554604654704759+5010+0011+00
H
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=
5
0
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1
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4
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2
4
3
5
4
4
0
4
4
5
4
5
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4
5
5
4
6
0
4
6
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4
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4
3
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4
4
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4
4
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4
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4
5
5
4
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4
6
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4
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9
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0
0
1
1
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0
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2
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2
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4
4
5
4
5
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4
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4
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4
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4
7
0
112: DI-3B 6 ft ThroatSTA 10+00.00TOP 466.34INV OUT 459.30 (109)10929.41' OF15" HDPE@ 0.73%110: DI-3B 6 ft ThroatSTA 10+29.41TOP 465.72INV IN 459.09 (109)INV OUT 458.99 (107)10779.02' OF15" HDPE@ 1.82%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)10513.32' OF15" HDPE@ 2.33%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
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3
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0
4
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102: DI-3B 6 ft Throat
STA 10+30.04
TOP 460.24
INV IN 450.70 (103)
INV IN 450.70 (101A)
INV OUT 450.60 (101)
1
0
1
2
5
.
0
8
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1
5
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H
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7
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100: DI-1
STA 10+55.12
TOP 457.34
INV IN 450.13 (101)
INV OUT 450.03 (99)
9
9
6
2
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4
9
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PROPOSED GRADE EXISTING GRADEWATERLINE A WATERLINE A WATERLINE B1.0'
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PROPOSEDGRADE EXISTINGGRADE
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STORAGE SYSTEM #166 LF - 96" CMP STORA
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1.0'1'109A29.99' OF12" HDPE@ 0.90%110A: 15" Basin - Square GrateSTA 10+00.00TOP 463.50INV OUT 458.27 (109A) INV 457.14'9+5010+0011+0012+0013+0014+
0
0
1
4
+
7
5
224: DI-3C 6 ft ThroatSTA 10+00.00TOP 475.30INV OUT 471.80 (223)222: DI-2B 6 ft ThroatSTA 10+61.39TOP 475.76INV IN 471.33 (223)INV IN 470.74 (227)INV OUT 470.64 (221)220: DI-2B 6 ft ThroatSTA 12+48.63TOP 476.77INV IN 470.01 (225)INV IN 469.22 (221)INV OUT 469.12 (219)218: DI-2B 6 ft ThroatSTA 13+83.96TOP 473.66INV IN 467.62 (209)
INV IN 467.62 (219)
INV OUT 467.52 (215)
214: DI-2C 6 ft Throat
STA 14+08.03
TOP 474.12
INV IN 467.23 (215)
INV OUT 467.13 (213)
221187.24' OF15" HDPE@ 0.76%22361.39' OF15" HDPE@ 0.77%219135.32' OF15" HDPE@ 1.11%21524.07' OF15" HDPE@ 1.20%
I
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4
6
6
.
8
4
'
EXISTING GRADE PROPOSED GRADE
210: DI-3B 6 ft Throat
STA 10+00.00
TOP 471.62
INV OUT 468.58 (209)
218: DI-2B 6 ft Throat
STA 10+60.25
TOP 473.66
INV IN 467.62 (209)
INV IN 467.62 (219)
INV OUT 467.52 (215)
2
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220: DI-2B 6 ft Throat
STA 12+48.63
TOP 476.77
INV IN 470.01 (225)
INV IN 469.22 (221)
INV OUT 469.12 (219)
2
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122: DI-1
STA 10+00.00
TOP 458.76
INV OUT 451.56 (121)
120: DI-3B 6 ft Throat
STA 10+38.11
TOP 460.05
INV IN 451.12 (121)
INV OUT 451.02 (101A)102: DI-3B 6 ft Throat
STA 10+67.67
TOP 460.24
INV IN 450.70 (103)
INV IN 450.70 (101A)
INV OUT 450.60 (101)
1
0
1
A
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5
6
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1
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9
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200: MH-1
STA 11+62.37
TOP 466.34
INV IN 460.95 (201)
INV OUT 460.85 (199)
1
9
9
6
9
.
3
3
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PIPE 6-3(SANITARY)1.5'
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PIPE 4A-4(SANITARY)1'
H
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=
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:
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=
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2
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2
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4
6
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4
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228: 15" Basin - Circular Grate
STA 10+00.00
TOP 473.61
INV OUT 471.13 (227)
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222: DI-2B 6 ft Throat
STA 10+58.03
TOP 475.76
INV IN 471.33 (223)
INV IN 470.74 (227)
INV OUT 470.64 (221)
J
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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 2/5/2016 3:12 PM | by Clint Shifflett
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1
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DUNLORA V WPO PLAN
COUNTY OF ALBEMARLE, VA
3
6
1
6
7
COUNTY COMMENTS9/9/2015
COUNTY COMMENTS11/11/2015
COUNTY COMMENTS12/17/2015
REVISED EMERGENCY ACCESS PER VDOT / COUNTY COMMENTS2/5/2016
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STORMWATER PROFILES
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