HomeMy WebLinkAboutSDP201600043 Plan - Approved Initial Site Plan 2016-09-09INITIAL SITE PLAN
_..._.__......... ..................... r, ..._______..,..__ OVERHEAD ELECTRIC o of
............._... UNDERGROUND ELECTRIC LINE v UE
0 OT OVERHEAD TELEPHONE LINE o OT
o UT UNDERGROUND TELEPHONE LINE o UT
FLOODPLAIN
TREE LINE
T ,—' _� 0 0
70" CWK TREES
__....CONTOUR LINE 92
' SPOT ELEVATION +98 6
LCG
LIMITS OF CLEARING & GRADING
BENCHMARK
.. ............................ DRAINAGE DIVIDES — —
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP
APPROVAL BLOCK
FINAL SITE PLAN
NUMBER
THE ALBEMARLE COUNTY HEALTH DEPARTMENT
APPROVAL BLOCK
FINAL SITE PLAN
NUMBER
. THE VIRGINIA DEPARTMENT OF TRANSPORTATION
REVISIONS:
-LA
�a�rr�i?t�� Typo
Reviewed and Approved by the
(> velopmorit 09prtment
f's1- "'
PROPERTY INFORMATION
MAP 80 PARCEL 21
860 HACKTOWN ROAD L
KESWICK, VIRGINIA 22947 �
OWNER
CANAAN CHRISTIAN CENTER
3045 IVY ROAD
CHARLOTTESVILLE, VIRGINIA 22903
DEED BOOK 3631, PAGE 189
APPLICANT 'z
CANAAN CHRISTIAN CENTER
3045 IVY ROAD Q)
CHARLOTTESVILLE, VIRGINIA 22903 C,
ATTN: PASTORA ROSA HERNANDEZ
434- 760-2,352 U) ca N
ARCHITECT
c
DEX A. SANDERS ARCHITECT, P.C. LO
16102 RACCOON 'ORD ROAD
CULPEPER, 'VIRGINIA 22701
540-829-2590
�'� H 0p
-ROBERT ICLIA ,' JR. a;
Lic. No. 025886
SHEET IN131ENO*: X: ��
�07110116
sIV A L 1,1�
01 O
COVER SHEE-T ---
EXISTING CONDI TIONS 2 DAT; JUNE, 2016
DETAILS 3 SCALE: N/A
GEOMETRY PLAN 4 DRAWING NAME:
GRADING AND UTILITY PLAN 5 COVERSHEET-SP
SIGHT DISTANCE PLAN AND PROFILE6
PHASE l EROSION AND SEDIMENT CONTROL PLAN 7
PHASE 11 EROSION AND SEDIMENT CONTROL PLAN 8
EROSION AND SEDIMENT CONTROL NOTES 9
EROSION AND SEDIMENT CONTROL DETAILS 10
LANDSCAPE AND PLAN
LANDSCAPE /NO TES AND DETAILS 12
EXISTING DRAINAGE DIVIDES 13
PROPOSED DRAINAGE DIVIDES 14
EXISTING HYLDROGRAPHS 15
PROPOSED HIYDROGRAPHS 16c4 Z
STORMWA TER' MANAGEMENT COMPUTATIONS 17 �
CONDITIONS OF APPROVAL 18 ;
04H
_ Z
>NcOc�
,M
DATE
DATE
APPROVAL BLOCK,
FINAL SITE PLAN
NUMBER i
DEPT. OF COMMUNITY DEVELOPMENT
DATE
SHEET
I
OF
1$
FILE No.
VA -AL -01
LEGEND
EXISTING
PROPOSED
PROPERTY LINE
_..................._...............__...........................
EASEMENT LINE
-------------
__ .................... ...._._. _....._ ..._____......._.. ___._..__
EDGE PAVEMENT
_.__._........................:_..._.__...............
CENTERLINE
- ---- ---
FENCE LINE
X X
G r -_
GAS LINE
G G—
WATER MAIN
PROP. 8" W/M
M........_.
BUILDINGS
RETAINING WALL
au _-- t, 1
..... . ......... ..........
-- --------------------------- .........I
SIDEWALK
PROP. CONC. S W
CURB & GUTTER
CG -6 TRANS CG -6R
"
SANITARY SEWER
8 SAN
�v <\4j>
15 " RCP
_. _. _....... .................. .....::.:...... ....:.:::.:.
STORM SEWER
_..._.__......... ..................... r, ..._______..,..__ OVERHEAD ELECTRIC o of
............._... UNDERGROUND ELECTRIC LINE v UE
0 OT OVERHEAD TELEPHONE LINE o OT
o UT UNDERGROUND TELEPHONE LINE o UT
FLOODPLAIN
TREE LINE
T ,—' _� 0 0
70" CWK TREES
__....CONTOUR LINE 92
' SPOT ELEVATION +98 6
LCG
LIMITS OF CLEARING & GRADING
BENCHMARK
.. ............................ DRAINAGE DIVIDES — —
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP
APPROVAL BLOCK
FINAL SITE PLAN
NUMBER
THE ALBEMARLE COUNTY HEALTH DEPARTMENT
APPROVAL BLOCK
FINAL SITE PLAN
NUMBER
. THE VIRGINIA DEPARTMENT OF TRANSPORTATION
REVISIONS:
-LA
�a�rr�i?t�� Typo
Reviewed and Approved by the
(> velopmorit 09prtment
f's1- "'
PROPERTY INFORMATION
MAP 80 PARCEL 21
860 HACKTOWN ROAD L
KESWICK, VIRGINIA 22947 �
OWNER
CANAAN CHRISTIAN CENTER
3045 IVY ROAD
CHARLOTTESVILLE, VIRGINIA 22903
DEED BOOK 3631, PAGE 189
APPLICANT 'z
CANAAN CHRISTIAN CENTER
3045 IVY ROAD Q)
CHARLOTTESVILLE, VIRGINIA 22903 C,
ATTN: PASTORA ROSA HERNANDEZ
434- 760-2,352 U) ca N
ARCHITECT
c
DEX A. SANDERS ARCHITECT, P.C. LO
16102 RACCOON 'ORD ROAD
CULPEPER, 'VIRGINIA 22701
540-829-2590
�'� H 0p
-ROBERT ICLIA ,' JR. a;
Lic. No. 025886
SHEET IN131ENO*: X: ��
�07110116
sIV A L 1,1�
01 O
COVER SHEE-T ---
EXISTING CONDI TIONS 2 DAT; JUNE, 2016
DETAILS 3 SCALE: N/A
GEOMETRY PLAN 4 DRAWING NAME:
GRADING AND UTILITY PLAN 5 COVERSHEET-SP
SIGHT DISTANCE PLAN AND PROFILE6
PHASE l EROSION AND SEDIMENT CONTROL PLAN 7
PHASE 11 EROSION AND SEDIMENT CONTROL PLAN 8
EROSION AND SEDIMENT CONTROL NOTES 9
EROSION AND SEDIMENT CONTROL DETAILS 10
LANDSCAPE AND PLAN
LANDSCAPE /NO TES AND DETAILS 12
EXISTING DRAINAGE DIVIDES 13
PROPOSED DRAINAGE DIVIDES 14
EXISTING HYLDROGRAPHS 15
PROPOSED HIYDROGRAPHS 16c4 Z
STORMWA TER' MANAGEMENT COMPUTATIONS 17 �
CONDITIONS OF APPROVAL 18 ;
04H
_ Z
>NcOc�
,M
DATE
DATE
APPROVAL BLOCK,
FINAL SITE PLAN
NUMBER i
DEPT. OF COMMUNITY DEVELOPMENT
DATE
SHEET
I
OF
1$
FILE No.
VA -AL -01
NOTES
1. THIS PROJECT PROPOSES TO CONSTRUCT A NEW 5,500 SF CHURCH WITH ASSOCIATED PARKING,
UTILITIES, ENTRANCE FROM ROUTE 744, AS WELL AS REQUIRED LANDSCAPING, SCREENING, ETC.
2. THE PROPERTY DELINEATED HEREON IS LOCATED ON TAX MAP 80 PARCEL 21.
3. EXISTING USE: VACANT
PROPOSED USE: CHURCH
4. A CHURCH IS ALLOWED IN THE RA ZONE WITH THE APPROVAL OF A SPECIAL USE PERMIT.
SP 2014-16 WAS APPROVED ON OCTOBER 14, 2015.
5. AREA TABULATION
MINIMUM LOT AREA REQUIRED= 2 AC. [PER RA ZONE]
TM 80 PARCEL 21 = 300,706 S.F. OR 6.903 AC.
R -O -W DEDICATION= 10,2.33 S.F. OR 0.235 AC.
AREA TABLE
TM 80 PARCEL 21
NET LOT AREA= 290,473 S.F. OR 6.668 AC.
6.903 AC.
IN
AREA TABLE
TM 80 PARCEL 21
NET LOT AREA= 290,473 S.F. OR 6.668 AC.
6.903 AC.
6.
FRONTAGE
0.235 AC.
1 SPACES (8'x18')
MINIMUM REQUIRED FRONTAGE= 250' [PER RA ZONE]
PROPOSED
TOTAL SPACES PROVIDED=
PROVIDED FRONTAGE= 342'
.f(es'all�c -!--,,state
",
7.
LOT WIDTH
N/A (CHURCH) [PER 22-26-6 Z.O.]
D111 'f fez -r.` ',
MINIMUM REQUIRED LOT WIDTH= 250' [PER RA ZONE]
10.96'
5056'15"
PROVIDED LOT WIDTH= 351' (AT FRONT YARD)
1 1 . THIS PROPERTY WILL BE SERVED BY A NEW
8.
BUILDING HEIGHT
DESIGN COORDINATION
�l
MAXIMUM ALLOWABLE BUILDING HEIGHT= 35 FT. [PER RA
ZONE]
S 29029'40" E
MAXIMUM ALLOWABLE SPIRE HEIGHT= 100 FT. [PER 18-4.10.3.1(b)]
241.32' 1
31.60' 1
MAXIMUM ALLOWABLE PARAPET HEIGHT= 4 FT. [PER 18-4.10.3.3]
7°30'11"31.58'
PROPOSED 1 STORY CHURCH= 30 FT.
9.
MINIMUM YARD REQUIREMENTS
FRONT YARD: 75 FT. MIN. [PER RA ZONE]
SIDE YARD: 25 FT. MIN. [PER RA ZONE]
SIDE YARD: 6 FT. MIN. [ACCESSORY STRUCTURES PER
18-4.11.2(b)]
REAR YARD: 35 FT. MIN. [PER RA ZONE]
REAR YARD: 6 FT. MIN. [ACCESSORY STRUCTURES PER
18-4.11.2(b)]
10.
PARKING REQUIREMENTS:
REQUIRED PARKING= GREATER OF 1 SPACE PER 3 SEATS
[PER 18-4.12.6]
OR 1 SPACE PER 75 SF OF ASSEMBLY AREA
TOTAL SEATS= 150
ASSEMBLY AREA= 3,500 SF
t,
SPACES REQUIRED= (1 SPACE/3 SEATS)(150 SEATS)= 50
SPACES
SPACES REQUIRED= (1 SPACE/75 SF)(3,500 SF)= 47 SPACES
TOTAL SPACES REQUIRED= 50 SPACES
TOTAL SPACES PROVIDED= 50 SPACES
HC SPACES REQUIRED= 2 [FOR 26-50 SPACES PROVIDED,
PER ADA ACCESSIBILITY GUIDELINES]
HC VAN SPACES REQUIRED= 1 [FOR UP TO 6 HC SPACES
PROVIDED, PER ADA ACCESSIBILITY GUIDELINES]
PROPOSED STD SPACES PROVIDED= 48 SPACES
(9'x18')
AREA TABLE
TM 80 PARCEL 21
300,706 S.F.
6.903 AC.
HACKTOWN ROAD (RTE 744)
R -O -W DEDICATION
10,233 S.F.
0.235 AC.
NET SITE AREA= 290 473 S F. 6.668 AC.
♦
♦
♦ N
2 Q
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�� ♦ 1J
a �h
�.
♦
Zoned: Rr
1; a r-5� d( yy} > 3 7 �. l
1-J'se: 3 x, �: 11 Y.i:� 1���C,�
♦ 1N`
o 3,�E 364.37'
- N73 46 0 _ -
\ 333.34 201gU F F ER
PROPOSED
cn
1 SPACES (8'x 18')
st ;�
3 ' _l -r €_� �_� (�
PROPOSED
HC VAN SPACES PROVIDED=
1 SPACES (8'x18')
.
..� ,
Rte -al 1,L(.-.
PROPOSED
TOTAL SPACES PROVIDED=
50 SPACES
.f(es'all�c -!--,,state
",
REQUIRED
LOADING SPACES=
N/A (CHURCH) [PER 22-26-6 Z.O.]
D111 'f fez -r.` ',
21.90'
10.96'
5056'15"
t) rt
1 1 . THIS PROPERTY WILL BE SERVED BY A NEW
PRIVATE WATER WELL AND SEPTIC SYSTEM.
'''`:
DESIGN COORDINATION
�l
OF HEALTH IS REQUIRED.,-
C;.`
S 29029'40" E
C4
241.32' 1
31.60' 1
15.82'
7°30'11"31.58'
S 24°11'50" E
ar
♦
♦
♦ N
2 Q
�o
�� ♦ 1J
a �h
�.
♦
Zoned: Rr
1; a r-5� d( yy} > 3 7 �. l
1-J'se: 3 x, �: 11 Y.i:� 1���C,�
♦ 1N`
o 3,�E 364.37'
- N73 46 0 _ -
\ 333.34 201gU F F ER
PROPOSED
HC SPACES PROVIDED=
1 SPACES (8'x 18')
st ;�
3 ' _l -r €_� �_� (�
PROPOSED
HC VAN SPACES PROVIDED=
1 SPACES (8'x18')
.
..� ,
Rte -al 1,L(.-.
PROPOSED
TOTAL SPACES PROVIDED=
50 SPACES
.f(es'all�c -!--,,state
",
REQUIRED
LOADING SPACES=
N/A (CHURCH) [PER 22-26-6 Z.O.]
D111 'f fez -r.` ',
21.90'
10.96'
5056'15"
t) rt
1 1 . THIS PROPERTY WILL BE SERVED BY A NEW
PRIVATE WATER WELL AND SEPTIC SYSTEM.
'''`:
DESIGN COORDINATION
WITH THF VIRGINIA DEPARTMENT
OF HEALTH IS REQUIRED.,-
C;.`
12. GROSS FLOOR AREA:
ONE STORY CHURCH= 5,500 SF
13. FLOOR AREA RATIO:
TOTAL PROPOSED FOR RA ZONE= 5,500/290,462= 0.02
14. THE BOUNDARY DELINEATED HEREON IS BASED ON A SURVEY BY B. AUBRY HUFFMAN &
ASSOCIATES, LTD., DATED AUGUST 21, 2001. TOPOGRAPHICAL SURVEY WAS PERFORMED BY
HUME & ASSOCIATES, DATED JANUARY, 2016.
15. THIS SITE IS LOCATED IN FLOOD ZONE 'X' (AREAS DETERMINED TO BE OUTSIDE
THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON F.I.R.M. MAP NO. 51003CO325D,
DATED FEBRUARY 4, 2005,
16. THERE ARE NO VISIBLE GRAVESITES OR BURIAL GROUNDS LOCATED ON THIS PROPERTY.
17. NO TITLE REPORT WAS FURNISHED. SITE IS SUBJECT TO ENCUMBRANCES OF RECORD.
18. TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THERE ARE NO HAZARDOUS/TOXIC
SUBSTANCES OR WASTE AND/OR PETROLEUM PRODUCTS TO BE GENERATED, UTILIZED,
STORED, TREATED AND/OR DISPOSED OF ON-SITE.
19. THIS SITE IS LOCATED IN RURAL AREA #2 PLANNING AREA PER THE ALBEMARLE COUNTY
COUNTY COMPREHENSIVE PLAN.
20. THERE ARE NO WETLANDS ONSITE.
21. THERE ARE NO RESOURCE PROTECTION AREAS ONSITE.
22. A PORTION OF THE SITE IS LOCATED IN THE WATER PROTECTION OVERLAY DISTRICT.
23. A PORTION OF THE SITE IS LOCATED IN THE ENTRANCE CORRIDORS OVERLAY DISTRICT.
24. THE SITE WILL UTILIZE PRIVATE TRASH PICK UP, USING INDIVIDUAL TRASH RECEPTACLES, NOT A DUMPSTER.
25. ALL SITE LIGHTING SHALL MEET ALBEMARLE COUNTY LIGHTING ORDINANCE AND LATEST DIESIGN STANDARDS.
26. ALL SIGNAGE SHALL MEET ALBEMARLE COUNTY SIGN ORDINANCE AND LATEST DESIGN STANDARDS.
27. THIS SITE IS LOCATED IN THE MIDDLE RIVANNA RIVER WATERSHED.
28. THIS SITE IS LOCATED IN THE EAST RIVANNA FIRE STATION SERVICE AREA.
29. THIS SITE IS LOCATED IN THE PANTOPS RESCUE SQUAD SERVICE AREA (WEEKDAYS)
30. THIS SITE IS LOCATED IN THE CARS RESCUE SQUAD SERVICE AREA (WEEK NIGHTS/WEEKEINDS)
31. THIS SITE IS LOCATED IN THE JEFFERSON DISTRICT, SECTOR 4, BEAT 12 POLICE SERVICE AREA.
32. THIS SITE IS LOCATED IN THE NO PUBLIC WATER OR SEWER SERVICE AREA.
33. THIS SITE IS LOCATED IN A LEAKING TANK 2,000 FOOT SITE BUFFER AREA.
TRIPS GENERATED
(PER 8TH EDITION ITE TRIP GENERATION REPORT)
USE RATE DAILY TRIPS
CHURCH 9.11 TRIPS/1,000 SF (5,500 SF)(9.11/1000)= 50 TRIPS
TOTAL DAILY TRIPS= 50 TRIPS
PHV= 0.1 1(ADT)=0.1 1(50)= 6 VPH
NO TURN LANES OR TAPERS REQUIRED PER FIG 3-26 APPENDIX F
Curve
Radius
Length
Tangent
Delta
Chord
Chord Bear.
C1
2193.91'
126.33'
63.18'
3017'57"
126.32'
S29035 -53"E
C2
211.32'
21.90'
10.96'
5056'15"
21.89'
S 24058'47" E
C3
2223.91`
120.01'
60.02'
3°05'31"
119.99'
S 29029'40" E
C4
241.32' 1
31.60' 1
15.82'
7°30'11"31.58'
S 24°11'50" E
30' WIDE R -O -W
DEDICATION
10,233 S.F. OR 0.235 AC
HEREBY DEDICATED
TO ALBEMARLE COUNTY
,31.04' �5'`, ____- 25' SIDE YARD
_�_-..
1 110,
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9. ;w w 8, 8" VDOT-21A -�
TYP ,.... ---) s' �-- 3'R
y
3
-o
WIDE SIDEWALK
TYP
MAIN ENTRANCE HC SIGN
o 1 STORY MASONRY/FRAME
5,500 SF .
0
X
V
PLAY AREA
(13,500 SF)
x- x
25' SIDE YARD
x
(3 l
c
EX. GRAVEL DRIVEWAY
F
30 VPD
2R
x
m
i
X
x
TRASH
RECEPTACLES x
150.1'X
6' HIGH
WOODEN x
FENCEI
Ix -x- x
N
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Ul
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PRIVATE RIW
_ 316.11'____
S800 52 '05"W 346.74'
€,;rr°s Off';;'{'Eleanor Proctor
6
f :7
L;, 'F � r<
Orr�-e d: f % Vacant
81.3'
126:4'
MIXED HARDW�
Wf L
N
C O
F .'
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- ti
> m r-
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_ w
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r... 0
O
\ 10
i
20' BUFFER
1
30 15 0 30 60 90
GRAPHICAL SCALE: 1 " = 30'
REVISI0"NS:
�EG
�
s rc .?... 3'R
_
GRAVEL PARKING N
9. ;w w 8, 8" VDOT-21A -�
TYP ,.... ---) s' �-- 3'R
y
3
-o
WIDE SIDEWALK
TYP
MAIN ENTRANCE HC SIGN
o 1 STORY MASONRY/FRAME
5,500 SF .
0
X
V
PLAY AREA
(13,500 SF)
x- x
25' SIDE YARD
x
(3 l
c
EX. GRAVEL DRIVEWAY
F
30 VPD
2R
x
m
i
X
x
TRASH
RECEPTACLES x
150.1'X
6' HIGH
WOODEN x
FENCEI
Ix -x- x
N
c�
Ul
L�
4 O
PRIVATE RIW
_ 316.11'____
S800 52 '05"W 346.74'
€,;rr°s Off';;'{'Eleanor Proctor
6
f :7
L;, 'F � r<
Orr�-e d: f % Vacant
81.3'
126:4'
MIXED HARDW�
Wf L
N
C O
F .'
,.0 m C -
- ti
> m r-
� ;a � N
_ w
' O
r... 0
O
\ 10
i
20' BUFFER
1
30 15 0 30 60 90
GRAPHICAL SCALE: 1 " = 30'
REVISI0"NS:
j�
(I�
7]1
s rc .?... 3'R
_
GRAVEL PARKING N
9. ;w w 8, 8" VDOT-21A -�
TYP ,.... ---) s' �-- 3'R
y
3
-o
WIDE SIDEWALK
TYP
MAIN ENTRANCE HC SIGN
o 1 STORY MASONRY/FRAME
5,500 SF .
0
X
V
PLAY AREA
(13,500 SF)
x- x
25' SIDE YARD
x
(3 l
c
EX. GRAVEL DRIVEWAY
F
30 VPD
2R
x
m
i
X
x
TRASH
RECEPTACLES x
150.1'X
6' HIGH
WOODEN x
FENCEI
Ix -x- x
N
c�
Ul
L�
4 O
PRIVATE RIW
_ 316.11'____
S800 52 '05"W 346.74'
€,;rr°s Off';;'{'Eleanor Proctor
6
f :7
L;, 'F � r<
Orr�-e d: f % Vacant
81.3'
126:4'
MIXED HARDW�
Wf L
N
C O
F .'
,.0 m C -
- ti
> m r-
� ;a � N
_ w
' O
r... 0
O
\ 10
i
20' BUFFER
1
30 15 0 30 60 90
GRAPHICAL SCALE: 1 " = 30'
REVISI0"NS:
'v`� 0 F
'
ROBERT c, 'NILLIA �, JR.
LIc. No. 025886
07110/ 16
ks"`rNAL0
DATE: jUNF, 2010
SCALE: 1"=30'
DRAWING N.ANIE:
SITE PLAN
j�
(I�
IJ4
��
ar
'v`� 0 F
'
ROBERT c, 'NILLIA �, JR.
LIc. No. 025886
07110/ 16
ks"`rNAL0
DATE: jUNF, 2010
SCALE: 1"=30'
DRAWING N.ANIE:
SITE PLAN
80 .18
{{55((
I).f._} 3817-03 y '
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16 eve i (--., t �-, I � `�J TS Vaca -rd,
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--FEET
4
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NOTES
6,475 SF
1. A NEW WELL SHALL BE INSTALLED TO PROVIDE DOMESTIC WATER SERVICE.
IT SHALL COMPLY WITH
ALL APPLICABLE APPROVALS OF ALBEMARLE COUNTY
AND THE VIRGINIA DEPARTMENT OF HEALTH.
2. A NEW SEPTIC SYSTEM SHALL BE INSTALLED TO PROVIDE DOMESTIC SEWER SERVICE.
IT SHALL COMPLY WITH
ALL APPLICABLE APPROVALS OF ALBEMARLE COUNTY
AND THE VIRGINIA DEPARTMENT OF HEALTH.
3. ALL NEW ELECTRICAL,
TELEPHONE, CABLE TELEVISION, FIBER OPTIC AND
OTHER UTILITY LINES
ON THE SITE SHALL BE INSTALLED UNDERGROUND.
4. ABBREVIATIONS: TB=
TOP OF BANK
CO=
CLEANOUT
EG=
EDGE OF GRAVEL
EP=
EDGE OF PAVEMENT
FL=
FLOW LINE
GB=
GRADE BREAK
GS=
GROUND SPOT ELEVATION
INV=
INVERT
TC=
TOP OF CURB
TG=
TOP OF GRAVEL
TP=
TOP OF PAVEMENT
LEVEL SPRFADE
CROSS SECTION
JUM OR EXC=ELSOR
SiTAK.M 1N PLKIE
VAPMIE '71
LEAL UP 'OF
sp" —
t _'" 41A
6,
LEVEL SPREADER WITH VEGETATED LIP
CROSS SECTION
00T�#367. #5 O
ZE A& CATE IN VARIABLE NUN, 71)
ALV E WIRE MESH OASK S S E AIRF MESH rO TWBER
FILTER MOTH' TM TIMM
POUND
N � M STAPLIEtWCURE WIRE S �� iA R%� &p Tn
U MrU SED
90�L
LEVEL SPREADER WITH RIGID LIP
wN, p1qYZtC FCOVIAEMNIM OF 791-M XOTH NOTED 1N M, :& SPEC, 3A, MPPAP
SITE CO VERA GE
AREA PERCENTA]
BUILDING
6,475 SF
(6,475/290,473)100= 2.23%
PARKING
18,100 SF
(18,100/290,473)100= 6.23%
SIDEWALK
2,390 SF
(2,390/290,473)100= 0.82%
EX. GRAVEL D/W
3,250 SF
(3,250/290,473)100= 1.12%
OPEN SPACE
260,258 SF
(260,258/290,473)100= 89.60%
SITE AREA
290,473 SF
NO
�*JOJM7ff OLA `r`
MAP
SOIL
SOIL
HYDRIC
HYDROLOGIC
NATURAL
00
SYMBOLNAME
SLOPE
SOIL
GROUP
SOIL
GROUP
DRAINAGE
CLASS
FACTOR
46B
LIGNUM
2-7%
NO
D
MODERATELY
0.49
SILT LOAM
WELL DRAINED
CL
51 C
MANTEO CHANNERY
7-15%
NO
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SOMEWHAT
EXCESSIVELY
0.20
f
SILT LOAM
0(0
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REVISIONS:
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wi, e i ,' R' A.
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NA VD88
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— — — — — -- — — — — — — — — —
S80025'05"W 346.74'
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REVISIONS:
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ROBERT E. WILLIA , JR.
Lso, No, 025886
0711101116/
7% 10/ 16��
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LATE: JUNE, 2016
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0711101116/
7% 10/ 16��
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LATE: JUNE, 2016
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ASPHALT
DEDICATION J F �DRIVEVI�A�'
10,233 S.F. OR 0.235 AC - - - �� R1-1 SIGN
HEREBY DEDICATED
TO ALBEMARLE COUNTY j o
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MENTR. N27°56'55"W 191.17'
. I
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DISTANCE
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1300, To KESwIC
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900 x 900
—
800 x 600
---
60.02'
3°05'31"
119.99'
30 x 30
36 x 38
t} pp
Ye�sidi��ii.'
a
24 x 24
48 x 48
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
1. VDOT REQUIRES A MINIMUM 48 HOURS OF ADVANCE NOTIFICATION TO
OBSERVE PROOF ROLLS OF THE SUBGRADE AND AGGREGATE BASE.
2. CONTRACTOR WILL BE REQUIRED TO SUBMIT A MAINTENANCE OF
TRAFFIC PLAN TO VDOT FOR REVIEW AND APPROVAL.
SUBGRADE COMPACTED
TO 95% DENSITY AT
OPTIMUM MOISTURE CONTENT
DRIVEWAY
PAVEMENT SECTION
NO SCALE
Dcoomb r 2600
R1-1
Page 2B-2
Page: 2B-7
N
Table 2B-1. Regulatory Sign Sizes (Sheet 1 of 4)
RI -2
December 2000
Sign
MUTCD
SectionRoads
Conventional
Expressways
Freeways
Minimum
Oven>slzed
2193.91'
Code
63.18'
3017'57"
126.32'
S 29035'53" E
C2
211.32'
Stop
R1-1
28.04
750 x 750
900 x 900
—
800 x 600
1200 x 1200
60.02'
3°05'31"
119.99'
30 x 30
36 x 38
241.32'
24 x 24
48 x 48
I. '
F pp
,
410
wP-2
CURVE TABLE
Curve
Radius
Length
Tangent
Delta
Chord
Chord Bear.
C1
2193.91'
126.33'
63.18'
3017'57"
126.32'
S 29035'53" E
C2
211.32'
21.90'
10.96'
5°56'15"
21.89'
S 24°58'47" E
C3
2223.91'
120.01'
60.02'
3°05'31"
119.99'
S 29029'40" E
C4
241.32'
31.60'
15.82'
7°30'11"
31.58'
S 24011'50" E
AREA TABLE
TM 80 PARCEL 21
300,706 S.F.
6.903 AC.
HACKTOWN ROAD (RTE 744)
R -O -W DEDICATION
10,233 S.F.
0.235 AC.
NET SITE AREA= 290,473 S.F. 6.668 AC.
EDGE OF EXISING PAVEMENT
(AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS M PROPOSED ASPHALT LAYERS
EXISTING SUBBASE =PROPOSED SUBBASE
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTfING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINEID BY CORES (SEE NOTE 3)
NOTES:
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3, A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LAVE SHALL BE MILLED A MINIMUM DEPTH OF 1 Yg INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO. THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(0) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(x) OF THE
SPECIFICATIONS.
��ASPHALT PAVEMENT WIDENING TRU
ICATION
ROAD AND BRIDGE STANDARDS E
RIUM
SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315
303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION
REVISIGs�;S:
0 - '00
e.J
ROBERT E. WdILLIA JR. a
Lic. No. 025886
071101166
C3
ii �ONAL
DATE: JUNE, 2016
SCALE; I"=50'
DRAT I -NGT NAME:
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Lic. No. 025886
071101166
C3
ii �ONAL
DATE: JUNE, 2016
SCALE; I"=50'
DRAT I -NGT NAME:
SDPP
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SILT TRAP DESIGN
TRAP No.
D.A.
(Ac.)
LENGTH
(FT)
DID
HEIGHT
(FT)
STORAGE
HEIGHT
(FT)
STORAGE
AREA
(SF)
STORAGE VOLUME (CF)
REQ'D
PROVIDED
D,
D2
A,
A2
0
V,
V2
TOTAL
1
1.09
6.6'
3.0
4.0
2.0
600
2,350
3,944
2,040
2,950
4,990 1
THIS SHEET FOR EROSION CONTROL PURPOSES ONLY!
REVISIO-NIS:
Lic. No. 025886
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07.110116
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DATE: jUNE, 2016
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MIXED HARDWOOD AND EVERGREEN STAND
4�1 W. LlGHT.UNDER't-,3 U-SH�--NN
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... ..... ..... ... . ... ....
WATER PROTECIONOVERLAY
CARROLL CREEK TRIBUTARY
T;ill 17 9 -Ji 1 -17
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30 15 0 30 60 90
GRAPHICAL SCALE: 1 30'
. . . ...... ....... .. ..... .... ........ ..... ... ..... . .
EX-30"-PRIVA
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D.8 3r`) 1 - ----- 691
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Lic. No. 025886
DATE: JUNE, 2016
SCALE: 1 "'=30'
DRAWING NAME:
ES PLAT'�
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FILE No.
VA -AL -01
PROJECT DESCRIPTION:
THIS PROJECT PROPOSES THE CONSTRUCTION OF AN APPROXIMATELY
5,500 S.F. BUILDING WITH ASSOCIATED PARKING, LANDSCAPING,
PRIVATE WELL AND SEPTIC DRAINFIELD. THE PROPERTY IS LOCATED
AT 860 HACKTOWN ROAD AND CONSISTS OF 6.67 ACRES. A TOTAL
OF 1.84 ACRES WILL BE DISTURBED DURING CONSTRUCTION.
EXISTING SITE CONDITIONS:
THE EXISTING SITE IS CURRENTLY VACANT AND MORE THAN HALF IS
WOODED. A CLEARED AREA NEAR THE ROAD WAS ASSOCIATED WITH
A SINGLE FAMILY DWELLING THAT HAS SINCE BEEN DEMOLISHED AND
REMOVED. A MAJORITY OF THE SITE RUNOFF FLOWS TO THE
SOUTHWEST. A SMALL PORTION OF THE SITE FLOWS EAST TO THE
HACKTOWN ROAD RIGHT OF WAY AND NORTH TO AN ADJACENT
PROPERTY. NO RPA OR SENSITIVE ENVIRONMENTAL AREAS ARE
LOCATED ON THE PROPERTY.
ADJACENT AREAS:
THE SITE IS BOUNDED BY RESIDENTIAL PROPERTIES ON ALL SIDES.
THERE ARE NO ENVIRONMENTALLY SENSITIVE AREAS ADJACENT TO THE
PROPERTY. IF EROSION CONTROLS WERE NOT PROVIDED SEDIMENT
LADEN WATER WOULD SHEET FLOW OFF ONTO ADJACENT PROPERTIES,
AND THE EXISTING TREES WOULD RISK DAMAGE DUE TO THE
CONSTRUCTION ACTIVITIES.
OFF-SITE AREAS:
NO OFF-SITE GRADING IS PROPOSED WITH THE PROPOSED ADDITION
NO BORROW SITES, WASTE OR SURPLUS AREAS ARE NECESSARY.
THERE ARE NO CRITICAL AREAS ON THE PROPOSED PROPERTY
THAT HAVE THE POTENTIAL FOR SERIOUS EROSION PROBLEMS,
AND SILT FENCE AND TREE PROTECTION HAVE BEEN
PROPOSED TO TEMPORARILY PROTECT THE SITE FROM EROSION
UNTIL THE PERMANENT STABILIZATION OF THE SITE CAN BE
ACHIEVED. ANY 3:1 SLOPES THAT ARE CREATED DURING
CONSTRUCTION OR DENUDED DURING LAND DISTURBING
ACTIVITIES ARE TO BE SEEDED, MULCHED, AND TACKED WITHIN
14 DAYS OF DISTURBANCE. THE EROSION AND SEDIMENT
CONTROL MEASURES SHOWN ON THE APPROVED PLAN ARE TO
BE LEFT IN PLACE UNTIL THE SITE IS ADEQUATELY STABILIZED
IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH.
EROSION & SEDIMENT CONTROL MEASURES:
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND
STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES
DEPICTED ON THE PHASE I AND PHASE II EROSION AND
SEDIMENT CONTROL PLANS SHALL BE CONSTRUCTED AND
MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE HANDBOOK. THE MINIMUM STANDARDS
OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE
WAIVED OR APPROVED BY A VARIANCE.
STRUCTURAL PRACTICES
1, TEMPORARY CONSTRUCTION ENTRANCE - 3.02 CONSTRUCTION
VEHICLES & EQUIPMENT INVOLVED IN EARTH MOVING OPERATIONS
ARE TO BE CLEANED PRIOR TO ENTERING THE PUBLIC
RIGHT-OF-WAY. WASH WATER WILL BE AVAILABLE ON-SITE.
2. SILT FENCE - 3.05 SILT FENCE SHALL BE CONSTRUCTED
AS SHOWN ON THE PLAN TO FILTER SEDIMENT LADEN RUNOFF
FROM AREAS OF SHEET FLOW.
3. CULVERT INLET PROTECTION - 3.08 ALL STORM DRAIN
CULVERT INLETS SHALL BE PROTECTED DURING CONSTRUCTION.
4. TEMPORARY DIVERSION DIKE - 3.09 TEMPORARY DIVERSION
DIKES SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN TO
DIRECT NON -SEDIMENT LADEN RUNOFF FROM AREAS OF
DISTURBANCE.
5. TEMPORARY SEDIMENT TRAP - 3.13 A SEDIMENT TRAP
SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN TO
TEMPORARILY IMPOUND SEDIMENT LADEN RUNOFF FROM
CONSTRUCTION ACTIVITIES PRIOR TO DISCHARGING IT
DOWNSTREAM.
6. TREE PROTECTION - 3.38 TREE PROTECTION IS TO BE
INSTALLED AS SHOWN ON THE PLAN, AND IS NOT TO BE
REMOVED UNTIL ALL CONSTRUCTION ACTIVITIES HAVE CEASED
AND APPROVAL GIVEN BY THE INSPECTOR.
SEQUENCE OF CONSTRUCTION
PHASE I
1. THE CONTRACTOR SHALL INSTALL PHASE I CONTROLS. AFTER
THE PHASE I CONTROLS HAVE BEEN INSTALLED, STABILIZED AND
APPROVED BY THE INSPECTOR'S OFFICE, THE CONTRACTOR MAY
PROCEED WITH THE REMAINING SITE OPERATIONS.
2. PHASE I OPERATIONS ARE TO CONTROL EROSION AND SILTATION
ASSOCIATED WITH INITIAL CLEARING AND GRADING OPERATIONS.
PHASE I CONTROLS SHALL BE ESTABLISHED IN A TWO (2) STEP
PROCESS:
3. STEP -1:
A) ATTEND PRE -CONSTRUCTION MEETING WITH THE INSPECTOR
PRIOR TO STARTING ANY LAND DISTURBING ACTIVITIES.
B) THE PROPOSED SITE ENTRANCE WILL BE USED FOR THE
CONSTRUCTION ENTRANCE BUT PROTECTED STAGING AND EQUIPMENT
PARKING AREAS SHALL BE ESTABLISHED. ACCESS TO THE EXISTING
PRIVATE RESIDENTIAL DRIVEWAY IS PROHIBITED.
C) CLEAR AREAS NECESSARY FOR THE INSTALLATION OF PHASE I
PERIMETER CONTROLS.
D) INSTALL ALL MECHANICAL CONTROLS (SILT FENCING (SF),
DIVERSION DIKE (DD), TREE PROTECTION (TP), ETC.) AS SHOWN
WITHIN THE PHASE I PLAN.
E) OBTAIN INSPECTOR'S APPROVAL ON PERMIT FOR SATISFACTORY
COMPLETION OF PHASE I WORK PRIOR TO PROCEEDING WITH
REMAINING SITE CLEARING.
4. STEP -2: A) COMPLETE THE INSTALLATION OF ALL REMAINING
STAGE I EROSION AND SEDIMENT CONTROLS, AND BRING THE SITE
TO APPROXIMATE GRADE.
PHASE II
5. THE PHASE II SEDIMENT CONTROL MEASURES ARE INTENDED TO
PROVIDE CONTROL DURING THE DEVELOPMENT OF THE SITE. STAGE 1
CONTROL MEASURES, WHICH ARE NOT IN CONFLICT WITH FINAL
CONSTRUCTION AND PROVIDE EFFECTIVE CONTROL, MAY REMAIN IN
PLACE FOR FINAL DEVELOPMENT.
6. THE CONTRACTOR SHALL FOLLOW THE INSPECTOR'S DIRECTION IN
PROVIDING ADDITIONAL CONTROL MEASURES NEEDED DURING THE
DEVELOPMENT PROCESS, TO ENSURE THAT SEDIMENT IS PREVENTED
FROM POLLUTING OFF-SITE AREAS AND/OR PROTECTED ON-SITE
AREAS.
7. CONSTRUCT FINAL PAVEMENTS AND PERMANENTLY STABILIZE SITE
WITH PLANTING AND SEEDING IN ACCORDANCE WITH SECTION 3.32 OF
THE VESCH.
8. CONSTRUCTION OF ANY SWM/BMP FACILITY IS NOT TO BE
PERFORMED UNTIL AFTER THE ENTIRE SITE HAS BEEN CONSTRUCTED
AND STABILIZED. CONSTRUCTING THE BMP'S PRIOR TO SITE
STABILIZATION CAN CAUSE THEM TO SILT UP AND BECOME
INEFFECTIVE.
9. OBTAIN INSPECTOR'S APPROVAL PRIOR TO THE REMOVAL OF
MECHANICAL SEDIMENT CONTROLS.
10. THE TREE PROTECTION DEVICES WILL BE REMOVED ONCE THE
CONSTRUCTION ACTIVITIES HAVE CEASED AND WITH THE APPROVAL OF
THE INSPECTOR.
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY' CONSTRUCTION SHALL BE STABILIZED WITH
PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING
SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STD. &
SPEC 3.32, PERMANENT SEEDING, OF THE HANDBOOK. EROSION CONTROL
BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN
BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE
SLOPES FROM RILL AND CULLY EROSION AND TO ALLOW SEED TO
GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON
RELATIVELY FLAT AREAS. IIN ALL SEEDING OPERATIONS, SEED, FERTILIZER
AND LIME WILL BE APPLIED PRIOR TO MULCHING.
MAINTENANCE
ALL MEASURES ARE TO RE INSPECTED DAILY BY THE SITE
SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL
MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. INLET
PROTECTION DEVICES, SEDIMENT TRAPS AND SEDIMENT BASINS (IF
APPLICABLE) SHALL BE CILEANED WHEN SEDIMENT REACHES THE 50%
VOLUME LEVEL, WITH THE EXCAVATED MATERIAL DISPOSED OF BY
SPREADING OVER THE SITIE.
GENERAL LAND CIONSERVATION NOTES:
1. NO DISTURBED AREA WHICH IS NOT ACTIVELY BEING WORKED
SHALL REMAIN DENUDED FOR MORE THAN 14 CALENDAR DAYS.
2. ALL E&S CONTROL MIEASURES APPROVED WITH THE PHASE I E&S
CONTROL PLAN SHALL BE PLACED AS THE FIRST STEP IN GRADING.
3. ALL STORM AND SANITARY SEWER LINES NOT IN STREETS SHALL
BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. NO
MORE THAN 500' SHALL BE OPEN AT ANY ONE TIME.
4. ELECTRIC POWER, TELEPHONE, AND GAS SUPPLY TRENCHES
SHALL BE COMPACTED, SEEDED, AND MULCHED WITHIN 14 DAYS
AFTER BACKFILL.
5. ALL TEMPORARY EARTH BERMS, DIVERSIONS, AND SEDIMENT
CONTROL DAMS SHALL BE. SEEDED AND MULCHED FOR TEMPORARY
VEGETATIVE COVER IMMEDIATELY AFTER COMPLETION OF GRADING.
STRAW OR HAY MULCH IS REQUIRED. ALL SOIL STOCKPILES SHALL
BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER GRADING.
6. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE
PROTECTED BY SEDIMENT TRAPS, MAINTAINED AND MODIFIED DURING
CONSTRUCTION PROCESS ,AS REQUIRED.
7. ANY DISTURBED AREA NOT COVERED BY NOTE 1 AND NOT
PAVED, SODDED OR BUILT UPON BY NOVEMBER 1, OR DISTURBED
AFTER THAT DATE, SHALL BE MULCHED IMMEDIATELY WITH HAY OR
STRAW MULCH AT THE RATE OF 2 TONS PER ACRE AND OVERSEEDED
BY APRIL 15.
8. AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND
PRIOR TO BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS
SHALL BE REMOVED AND ALL DENUDED AREAS STABILIZED.
EROSION AND SEDIMENT CONTROL NOTES:
1. TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED BY
SILT FENCE AND SHALL BE PROTECTED BY MULCH AND/OR
TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING.
2. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED
WITHIN 5 DAYS OF COMPLETION OF GRADING.
3. ALL SILTATION AND EROSION MEASURES SHALL BE INSTALLED PRIOR
TO GRADING AND CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL
AUTHORIZED BY THE COUNTY INSPECTOR.
4. DEVICES SHOWN HEREON ARE TO BE CONSIDERED MINIMUM
EROSION AND SILTATION CONTROLS. ADDITIONAL CONTROLS MAY BE
NECESSARY DUE TO UNANTICIPATED CONDITIONS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO PROVIDE CONTROLS IN ADDITION TO
THOSE SHOWN, AS NECESSARY, IN ORDER TO CONTROL EROSION AND
SILTATION.
5. CONSTRUCTION TRUCK TIRES SHALL BE WASHED BEFORE ENTERING
PUBLIC ROADS.
6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED
AND MAINTAINED ACCORDING TO THE STANDARDS AND SPECIFICATIONS
IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK ('AS
SUPPLEMENTED BY ALBEMARLE COUNTY.)
7. NO MORE THAN 50% OF THE SITE SHALL BE DENUDED AT ANY
ONE TIME.
8. APPLY PERMANENT VEGETATION (SODDING AND SEEDING) WITH SOIL
PREPARATION. AMENDMENTS AND SEED MIXTURE APPROPRIATE TO
THE TIME OF YEAR IN ACCORDANCE WITH THE STANDARDS AND
SPECIFICATIONS AS DEPICTED IN SECTION 3.32 OF THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK (1992).
9. ALL FILLS ARE TO BE LEFT WITH A LIP AT THE TOP OF THE SLOPE
AT THE END OF EACH DAY'S OPERATION.
10. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED
WITHIN 5 DAYS OF COMPLETION OF GRADING.
11. THE CONTRACTOR IS TO PROVIDE ADEQUATE MEANS OF ALLAYING
DUST AS NECESSARY BY APPLYING EITHER MOISTURE, CALCIUM
CHLORIDE BOTH MATERIALS OR OTHER NECESSARY MEANS TO
PROTECT ADJACENT PROPERTIES AND PUBLIC STREETS. ALL WORK IS
TO COMPLY WITH AIR POLLUTION CONTROL POLICIES OF ALBEMARLE
COUNTY.
12. PROTECTION ON CRITICAL SLOPE - CRITICAL SLOPE TO BE
SEEDED, MULCHED, AND TACKED IMMEDIATELY AFTER FINAL GRADING;
OR WITHIN 15 DAYS AFTER START OF GRADING; OR SODDED AND
PEGGED WITHIN 15 DAYS AFTER START.
13. TREES TO BE SAVED ARE TO BE PROTECTED FROM EQUIPMENT.
PROTECTION IS TO BE LOCATED AT THE DRIP LINE OF TREES (ALONG
THE LIMITS OF DISTURBANCE).
MINIMUM STANDARDS
#1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED
TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS
REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL
STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUIDED
AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT
FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE
APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN
ONE YEAR.
RESPONSE: NOTE TO CONTRACTOR.
#2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND
BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT
TRAPPING MEASURES.
RESPONSE: NOTE TO CONTRACTOR.
#3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON
DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. .PERMANENT
VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND
COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE,
AND WILL INHIBIT EROSION.
RESPONSE: NOTE TO CONTRACTOR.
#4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT
BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL
BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING !ACTIVITY
AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE
TAKES PLACE.
RESPONSE: NOTE TO CONTRACTOR.
#5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN
STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER
INSTALLATION.
RESPONSE: NOTE TO CONTRACTOR.
#6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND
CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED
BY THE TRAP OR BASIN.
RESPONSE: THE PROPOSED SEDIMENT TRAP HAS BEEN DESIGNED BASED
UPON THE TOTAL DRAINAGE AREA SERVED.
#7: CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A
MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO
BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT
STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STA BfLIZING
MEASURES UNTIL THE PROBLEM IS CORRECTED.
RESPONSE: NOTE TO CONTRACTOR.
#8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL
SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR
PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
RESPONSE: NOTE TO CONTRACTOR.
#9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE
OR OTHER PROTECTION SHALL BE PROVIDED.
RESPONSE: NOTE TO CONTRACTOR.
#10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING
CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT LADEN WATER
CANNOT ENTER THE CONVEYANCE WITHOUT FIRST BEING FILTERED OR
TREATED TO REMOVE SEDIMENT.
RESPONSE: NOTE TO CONTRACTOR.
#11. ADEQUATE OUTLET PROTECTION AND TEMPORARY OR PERMANENT LINING
SHALL- BE INSTALLED IN BOTH CONVEYANCE CHANNEL AND RECEIVING CHANNEL
BEFORE BEING MADE OPERATIONAL.
RESPONSE: NOTE TO CONTRACTOR
#12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS
SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT
AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING
CONSTRUCTION. NON ERODIBLE MATERIAL SHALL BE USED FOR THE
CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHERN FILL MAY BE
USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER
MATERIALS.
RESPONSE: MS -12 IS NOT APPLICABLE TO THIS SITE. THERE ARE NO LIVE
WATERCOURSES WITHIN THE PROJECT LIMITS.
#13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION
VEHICLES MORE THAN TWICE IN ANY SIX MONTH
PERIOD, A TEMPORARY
HYDRIC
HYDROLOGIC
NATURAL
10.20
MAP
SYMBOL
S
SOIL
NAME
SOIL
SLOPE
SOIL
GROUP
SOIL
GROUP
DRAINAGE
CLASS
K -FACTOR
46B
LOAM
2-LGNUM7%
NO
D
ERATELY
0.49
IS COMPLETED.
SILIT
SITE. THERE ARE NO LIVE
WATERCOURSES WITHIN THE PROJECT.
FOXTAIL MILLET
DRAINED
WELL
THE FOLLOWING STANDARDS IN ADDITION TO OTHER
51 C
MANTEO CHANNERY
SHALL BE OPENED AT ONE
NO
D
SOMEWHAT
EXCESSIVELY
0.20
SILT LOAM7-15%
t
DRAINED
62B
NASON
2-7%
NO
B
WELL DRAINED
0.37
SILT LOAM
r►
THERE ARE NO CRITICAL AREAS ON THE PROPOSED PROPERTY
THAT HAVE THE POTENTIAL FOR SERIOUS EROSION PROBLEMS,
AND SILT FENCE AND TREE PROTECTION HAVE BEEN
PROPOSED TO TEMPORARILY PROTECT THE SITE FROM EROSION
UNTIL THE PERMANENT STABILIZATION OF THE SITE CAN BE
ACHIEVED. ANY 3:1 SLOPES THAT ARE CREATED DURING
CONSTRUCTION OR DENUDED DURING LAND DISTURBING
ACTIVITIES ARE TO BE SEEDED, MULCHED, AND TACKED WITHIN
14 DAYS OF DISTURBANCE. THE EROSION AND SEDIMENT
CONTROL MEASURES SHOWN ON THE APPROVED PLAN ARE TO
BE LEFT IN PLACE UNTIL THE SITE IS ADEQUATELY STABILIZED
IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH.
EROSION & SEDIMENT CONTROL MEASURES:
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND
STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES
DEPICTED ON THE PHASE I AND PHASE II EROSION AND
SEDIMENT CONTROL PLANS SHALL BE CONSTRUCTED AND
MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE HANDBOOK. THE MINIMUM STANDARDS
OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE
WAIVED OR APPROVED BY A VARIANCE.
STRUCTURAL PRACTICES
1, TEMPORARY CONSTRUCTION ENTRANCE - 3.02 CONSTRUCTION
VEHICLES & EQUIPMENT INVOLVED IN EARTH MOVING OPERATIONS
ARE TO BE CLEANED PRIOR TO ENTERING THE PUBLIC
RIGHT-OF-WAY. WASH WATER WILL BE AVAILABLE ON-SITE.
2. SILT FENCE - 3.05 SILT FENCE SHALL BE CONSTRUCTED
AS SHOWN ON THE PLAN TO FILTER SEDIMENT LADEN RUNOFF
FROM AREAS OF SHEET FLOW.
3. CULVERT INLET PROTECTION - 3.08 ALL STORM DRAIN
CULVERT INLETS SHALL BE PROTECTED DURING CONSTRUCTION.
4. TEMPORARY DIVERSION DIKE - 3.09 TEMPORARY DIVERSION
DIKES SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN TO
DIRECT NON -SEDIMENT LADEN RUNOFF FROM AREAS OF
DISTURBANCE.
5. TEMPORARY SEDIMENT TRAP - 3.13 A SEDIMENT TRAP
SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN TO
TEMPORARILY IMPOUND SEDIMENT LADEN RUNOFF FROM
CONSTRUCTION ACTIVITIES PRIOR TO DISCHARGING IT
DOWNSTREAM.
6. TREE PROTECTION - 3.38 TREE PROTECTION IS TO BE
INSTALLED AS SHOWN ON THE PLAN, AND IS NOT TO BE
REMOVED UNTIL ALL CONSTRUCTION ACTIVITIES HAVE CEASED
AND APPROVAL GIVEN BY THE INSPECTOR.
SEQUENCE OF CONSTRUCTION
PHASE I
1. THE CONTRACTOR SHALL INSTALL PHASE I CONTROLS. AFTER
THE PHASE I CONTROLS HAVE BEEN INSTALLED, STABILIZED AND
APPROVED BY THE INSPECTOR'S OFFICE, THE CONTRACTOR MAY
PROCEED WITH THE REMAINING SITE OPERATIONS.
2. PHASE I OPERATIONS ARE TO CONTROL EROSION AND SILTATION
ASSOCIATED WITH INITIAL CLEARING AND GRADING OPERATIONS.
PHASE I CONTROLS SHALL BE ESTABLISHED IN A TWO (2) STEP
PROCESS:
3. STEP -1:
A) ATTEND PRE -CONSTRUCTION MEETING WITH THE INSPECTOR
PRIOR TO STARTING ANY LAND DISTURBING ACTIVITIES.
B) THE PROPOSED SITE ENTRANCE WILL BE USED FOR THE
CONSTRUCTION ENTRANCE BUT PROTECTED STAGING AND EQUIPMENT
PARKING AREAS SHALL BE ESTABLISHED. ACCESS TO THE EXISTING
PRIVATE RESIDENTIAL DRIVEWAY IS PROHIBITED.
C) CLEAR AREAS NECESSARY FOR THE INSTALLATION OF PHASE I
PERIMETER CONTROLS.
D) INSTALL ALL MECHANICAL CONTROLS (SILT FENCING (SF),
DIVERSION DIKE (DD), TREE PROTECTION (TP), ETC.) AS SHOWN
WITHIN THE PHASE I PLAN.
E) OBTAIN INSPECTOR'S APPROVAL ON PERMIT FOR SATISFACTORY
COMPLETION OF PHASE I WORK PRIOR TO PROCEEDING WITH
REMAINING SITE CLEARING.
4. STEP -2: A) COMPLETE THE INSTALLATION OF ALL REMAINING
STAGE I EROSION AND SEDIMENT CONTROLS, AND BRING THE SITE
TO APPROXIMATE GRADE.
PHASE II
5. THE PHASE II SEDIMENT CONTROL MEASURES ARE INTENDED TO
PROVIDE CONTROL DURING THE DEVELOPMENT OF THE SITE. STAGE 1
CONTROL MEASURES, WHICH ARE NOT IN CONFLICT WITH FINAL
CONSTRUCTION AND PROVIDE EFFECTIVE CONTROL, MAY REMAIN IN
PLACE FOR FINAL DEVELOPMENT.
6. THE CONTRACTOR SHALL FOLLOW THE INSPECTOR'S DIRECTION IN
PROVIDING ADDITIONAL CONTROL MEASURES NEEDED DURING THE
DEVELOPMENT PROCESS, TO ENSURE THAT SEDIMENT IS PREVENTED
FROM POLLUTING OFF-SITE AREAS AND/OR PROTECTED ON-SITE
AREAS.
7. CONSTRUCT FINAL PAVEMENTS AND PERMANENTLY STABILIZE SITE
WITH PLANTING AND SEEDING IN ACCORDANCE WITH SECTION 3.32 OF
THE VESCH.
8. CONSTRUCTION OF ANY SWM/BMP FACILITY IS NOT TO BE
PERFORMED UNTIL AFTER THE ENTIRE SITE HAS BEEN CONSTRUCTED
AND STABILIZED. CONSTRUCTING THE BMP'S PRIOR TO SITE
STABILIZATION CAN CAUSE THEM TO SILT UP AND BECOME
INEFFECTIVE.
9. OBTAIN INSPECTOR'S APPROVAL PRIOR TO THE REMOVAL OF
MECHANICAL SEDIMENT CONTROLS.
10. THE TREE PROTECTION DEVICES WILL BE REMOVED ONCE THE
CONSTRUCTION ACTIVITIES HAVE CEASED AND WITH THE APPROVAL OF
THE INSPECTOR.
PERMANENT STABILIZATION
ALL AREAS DISTURBED BY' CONSTRUCTION SHALL BE STABILIZED WITH
PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING
SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STD. &
SPEC 3.32, PERMANENT SEEDING, OF THE HANDBOOK. EROSION CONTROL
BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN
BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE
SLOPES FROM RILL AND CULLY EROSION AND TO ALLOW SEED TO
GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON
RELATIVELY FLAT AREAS. IIN ALL SEEDING OPERATIONS, SEED, FERTILIZER
AND LIME WILL BE APPLIED PRIOR TO MULCHING.
MAINTENANCE
ALL MEASURES ARE TO RE INSPECTED DAILY BY THE SITE
SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL
MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. INLET
PROTECTION DEVICES, SEDIMENT TRAPS AND SEDIMENT BASINS (IF
APPLICABLE) SHALL BE CILEANED WHEN SEDIMENT REACHES THE 50%
VOLUME LEVEL, WITH THE EXCAVATED MATERIAL DISPOSED OF BY
SPREADING OVER THE SITIE.
GENERAL LAND CIONSERVATION NOTES:
1. NO DISTURBED AREA WHICH IS NOT ACTIVELY BEING WORKED
SHALL REMAIN DENUDED FOR MORE THAN 14 CALENDAR DAYS.
2. ALL E&S CONTROL MIEASURES APPROVED WITH THE PHASE I E&S
CONTROL PLAN SHALL BE PLACED AS THE FIRST STEP IN GRADING.
3. ALL STORM AND SANITARY SEWER LINES NOT IN STREETS SHALL
BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER BACKFILL. NO
MORE THAN 500' SHALL BE OPEN AT ANY ONE TIME.
4. ELECTRIC POWER, TELEPHONE, AND GAS SUPPLY TRENCHES
SHALL BE COMPACTED, SEEDED, AND MULCHED WITHIN 14 DAYS
AFTER BACKFILL.
5. ALL TEMPORARY EARTH BERMS, DIVERSIONS, AND SEDIMENT
CONTROL DAMS SHALL BE. SEEDED AND MULCHED FOR TEMPORARY
VEGETATIVE COVER IMMEDIATELY AFTER COMPLETION OF GRADING.
STRAW OR HAY MULCH IS REQUIRED. ALL SOIL STOCKPILES SHALL
BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER GRADING.
6. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE
PROTECTED BY SEDIMENT TRAPS, MAINTAINED AND MODIFIED DURING
CONSTRUCTION PROCESS ,AS REQUIRED.
7. ANY DISTURBED AREA NOT COVERED BY NOTE 1 AND NOT
PAVED, SODDED OR BUILT UPON BY NOVEMBER 1, OR DISTURBED
AFTER THAT DATE, SHALL BE MULCHED IMMEDIATELY WITH HAY OR
STRAW MULCH AT THE RATE OF 2 TONS PER ACRE AND OVERSEEDED
BY APRIL 15.
8. AT THE COMPLETION OF ANY PROJECT CONSTRUCTION AND
PRIOR TO BOND RELEASE, ALL TEMPORARY SEDIMENT CONTROLS
SHALL BE REMOVED AND ALL DENUDED AREAS STABILIZED.
EROSION AND SEDIMENT CONTROL NOTES:
1. TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED BY
SILT FENCE AND SHALL BE PROTECTED BY MULCH AND/OR
TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING.
2. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED
WITHIN 5 DAYS OF COMPLETION OF GRADING.
3. ALL SILTATION AND EROSION MEASURES SHALL BE INSTALLED PRIOR
TO GRADING AND CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL
AUTHORIZED BY THE COUNTY INSPECTOR.
4. DEVICES SHOWN HEREON ARE TO BE CONSIDERED MINIMUM
EROSION AND SILTATION CONTROLS. ADDITIONAL CONTROLS MAY BE
NECESSARY DUE TO UNANTICIPATED CONDITIONS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO PROVIDE CONTROLS IN ADDITION TO
THOSE SHOWN, AS NECESSARY, IN ORDER TO CONTROL EROSION AND
SILTATION.
5. CONSTRUCTION TRUCK TIRES SHALL BE WASHED BEFORE ENTERING
PUBLIC ROADS.
6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED
AND MAINTAINED ACCORDING TO THE STANDARDS AND SPECIFICATIONS
IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK ('AS
SUPPLEMENTED BY ALBEMARLE COUNTY.)
7. NO MORE THAN 50% OF THE SITE SHALL BE DENUDED AT ANY
ONE TIME.
8. APPLY PERMANENT VEGETATION (SODDING AND SEEDING) WITH SOIL
PREPARATION. AMENDMENTS AND SEED MIXTURE APPROPRIATE TO
THE TIME OF YEAR IN ACCORDANCE WITH THE STANDARDS AND
SPECIFICATIONS AS DEPICTED IN SECTION 3.32 OF THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK (1992).
9. ALL FILLS ARE TO BE LEFT WITH A LIP AT THE TOP OF THE SLOPE
AT THE END OF EACH DAY'S OPERATION.
10. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED
WITHIN 5 DAYS OF COMPLETION OF GRADING.
11. THE CONTRACTOR IS TO PROVIDE ADEQUATE MEANS OF ALLAYING
DUST AS NECESSARY BY APPLYING EITHER MOISTURE, CALCIUM
CHLORIDE BOTH MATERIALS OR OTHER NECESSARY MEANS TO
PROTECT ADJACENT PROPERTIES AND PUBLIC STREETS. ALL WORK IS
TO COMPLY WITH AIR POLLUTION CONTROL POLICIES OF ALBEMARLE
COUNTY.
12. PROTECTION ON CRITICAL SLOPE - CRITICAL SLOPE TO BE
SEEDED, MULCHED, AND TACKED IMMEDIATELY AFTER FINAL GRADING;
OR WITHIN 15 DAYS AFTER START OF GRADING; OR SODDED AND
PEGGED WITHIN 15 DAYS AFTER START.
13. TREES TO BE SAVED ARE TO BE PROTECTED FROM EQUIPMENT.
PROTECTION IS TO BE LOCATED AT THE DRIP LINE OF TREES (ALONG
THE LIMITS OF DISTURBANCE).
MINIMUM STANDARDS
#1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED
TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS
REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL
STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUIDED
AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT
FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE
APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN
ONE YEAR.
RESPONSE: NOTE TO CONTRACTOR.
#2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND
BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT
TRAPPING MEASURES.
RESPONSE: NOTE TO CONTRACTOR.
#3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON
DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. .PERMANENT
VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND
COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE,
AND WILL INHIBIT EROSION.
RESPONSE: NOTE TO CONTRACTOR.
#4: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT
BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL
BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING !ACTIVITY
AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE
TAKES PLACE.
RESPONSE: NOTE TO CONTRACTOR.
#5: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN
STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER
INSTALLATION.
RESPONSE: NOTE TO CONTRACTOR.
#6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND
CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED
BY THE TRAP OR BASIN.
RESPONSE: THE PROPOSED SEDIMENT TRAP HAS BEEN DESIGNED BASED
UPON THE TOTAL DRAINAGE AREA SERVED.
#7: CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A
MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO
BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT
STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STA BfLIZING
MEASURES UNTIL THE PROBLEM IS CORRECTED.
RESPONSE: NOTE TO CONTRACTOR.
#8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL
SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR
PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
RESPONSE: NOTE TO CONTRACTOR.
#9: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE
OR OTHER PROTECTION SHALL BE PROVIDED.
RESPONSE: NOTE TO CONTRACTOR.
#10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING
CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT LADEN WATER
CANNOT ENTER THE CONVEYANCE WITHOUT FIRST BEING FILTERED OR
TREATED TO REMOVE SEDIMENT.
RESPONSE: NOTE TO CONTRACTOR.
#11. ADEQUATE OUTLET PROTECTION AND TEMPORARY OR PERMANENT LINING
SHALL- BE INSTALLED IN BOTH CONVEYANCE CHANNEL AND RECEIVING CHANNEL
BEFORE BEING MADE OPERATIONAL.
RESPONSE: NOTE TO CONTRACTOR
#12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS
SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT
AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING
CONSTRUCTION. NON ERODIBLE MATERIAL SHALL BE USED FOR THE
CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHERN FILL MAY BE
USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER
MATERIALS.
RESPONSE: MS -12 IS NOT APPLICABLE TO THIS SITE. THERE ARE NO LIVE
WATERCOURSES WITHIN THE PROJECT LIMITS.
#13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION
VEHICLES MORE THAN TWICE IN ANY SIX MONTH
PERIOD, A TEMPORARY
VEHICULAR STREAM CROSSING CONSTRUCTED OF
NONERODIBLE MATERIAL
SHALL BE PROVIDED.
10.20
RESPONSE: MS -13 IS NOT APPLICABLE TO THIS
SITE. THERE ARE NO LIVE
WATERCOURSES WITHIN THE PROJECT.
- KENTUCKY 31 TALL FESCUE
#14: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO
WORKING IN OR CROSSING LIVE WATERCOURSES
SHALL BE MET.
RESPONSE: MS -14 IS NOT APPLICABLE TO THIS
SITE. THERE ARE NO LIVE
WATERCOURSES WITHIN THE PROJECT.
20 LBS/ACRE
#15: THE BED AND BANKS OF A WATERCOURSE
SHALL BE STABILIZED
IMMEDIATELY AFTER WORK IN THE WATERCOURSE
IS COMPLETED.
RESPONSE: MS -15 IS NOT APPLICABLE TO THIS
SITE. THERE ARE NO LIVE
WATERCOURSES WITHIN THE PROJECT.
FOXTAIL MILLET
#16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH
THE FOLLOWING STANDARDS IN ADDITION TO OTHER
APPLICABLE CRITERIA:
- NO MORE THAN 500 LINEAR FEET OF TRENCH
SHALL BE OPENED AT ONE
TIME.
EA
EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
- EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED
THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND
DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING
STREAMS OR OFF-SITE PROPERTIES.
- MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY
COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE
VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS.
- ALL WORK SHALL COMPLY WITH APPLICABLE SAFETY REGULATIONS.
RESPONSE: NOTE TO CONTRACTOR.
#17: PROVISIONS SHALL BE MADE, THROUGH THE USE OF THE CONSTRUCTION
ENTRANCE AND WASH RACK, TO MINIMIZE THE TRANSPORT OF SEDIMENT BY
VEHICULAR TRACKING ONTO THE PAVED PUBIC OR PRIVATE STREET SURFACE.
THE ROAD SURFACE SHALL BE THOROUGHLY CLEANED AT THE END OF EACH
DAY WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD
SURFACE. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR
SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA.
STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN
THIS MANNER.
RESPONSE: NOTE TO CONTRACTOR.
#18: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION AND AFTER
RECEIVING PERMISSION FROM THE COUNTY INSPECTOR.
RESPONSE: NOTE TO CONTRACTOR.
#19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES
SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE
TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER
RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION.
RESPONSE: SEE ADEQUATE OUTFALL NARRATIVE.
LIME AND FERTILIZER APPLICATION SPECS.
LIME: 2 TONS/ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE
FERTILIZER:
MIXED GRASSES & LEGUMES 1000 LBS/ACRE 10-20-10 OR EQUIV.
LEGUME STANDS ONLY 1000 LBS/ACRE 5-20-10 (23 LBS/ACRE)
GRASS STANDS ONLY 1000 LBS/ACRE 10-20-10 OR EQUIV.
SEEDING MIXTURES FOR PIEDMONT AREA
MINIMUM CARE LAWN
- COMMERCIAL OR RESIDENTIAL 175-200 LBS/.ACRE
- KENTUCKY 31 OR TURF -TYPE TALL FESCUE 95-100%
- IMPROVED PERENNIAL RYEGRASS 0-5%
- KENTUCKY BLUEGRASS 0-5%
HIGH MAINTENANCE LAWN 200-250 LBS/ACRE
- KENTUCKY 31 OR TURF -TYPE TALL FESCUE 100%
GENERAL SLOPE (3:1 OR LESS)
- KENTUCKY 31 TALL FESCUE
128 LBS/ACRE
- RED TOP GRASS
2 LBS/ACRE
- SEASONAL NURSE CROP*
20 LBS/ACRE
10.20
150 LBS/ACRE
LOW MAINTENANCE SLOPE (STEEPER THAN 3:1)
$8,160.00
- KENTUCKY 31 TALL FESCUE
108 LBS/ACRE
- RED TOP GRASS
2 LBS/ACRE
- SEASONAL NURSE CROP *
20 LBS/ACRE
- CROWNVETCH **
20 LBS/ACRE
$0.00
150 LBS/ACRE
* USE SEASONAL NURSE CROP IN ACCORDANCE
WITH SEEDING DATES STATED BELOW:
FEBRUARY 16TH THROUGH APRIL
ANNUAL RYE
MAY 1ST THROUGH AUGUST 15
FOXTAIL MILLET
AUGUST 16TH THROUGH OCTOBER
ANNUAL RYE
NOVEMBER THROUGH FEBRUARY 15TH
WINTER RYE
** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA. (MAY THROUGH
SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA
IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST
BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR
LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE. IN MIXES.
LIME AND FERTILIZER APPLICATION SPECS FOR TEMPORARY SEEDING
REC. APPLICATION
PH TEST OF AG. LIMESTONE
BELOW 4.2 3 TONS PER ACRE
4.2 TO 5.2 2 TONS PER ACRE
5.2 TO 6 1 TON PER ACRE
FERTILIZER SHALL BE APPLIED @ 600 LBS/ACRE OF 10-20-10 (14 LBS/1000SF)
AND OR EQUIV. AND SHALL BE INCORPORATED INTO THE TOP 2-4 INCHES OF SOIL.
TEMPORARY SEEDING APPLICATION SPECIFICATIONS
RATE
PLANTING DATES SPECIES (LBS/ACRE)
SEPT. 1 - FEB. 15 50/50 MIX OF 50-100
ANNUAL RYEGRASS
& CEREAL (WINTER)
RYEGRASS
FEB. 16 - APR 30 ANNUAL RYEGRASS 60-100
MAY 1 - AUG 31 GERMAN MILLET 50
NOTE:
SOILS TESTS ARE REQUIRED 10 DETERMINE THE EXACT FERTILIZER AND LIME REQUIREMENTS.
CANAAN CHRISTIAN CHURCH
CIWN' R
D,.FA F.;I :�1=; R�11,P,R 11 F E CANAAN CHRISTIAN CHURCH €��TONL-(434)295-5050
3045 IVY ROAD CHARLOTTESVILLE VIRGINIA 22974
1� ,1,%'11 J'VS11 I .IE k'+.1).1:1[S'i'U�RB1KR 1NR).RN1A,T: 0N1
ROBERT WILLIAMS>pa�L 1540 ',x226-1203 .._....._u.
A1:)T RF.s� 32 ARROWHEAD DRIVE, SUITE 101, BOX 67 RUBY, VIRGINIA 22545
TY P E" T V2 Alz PROFESSIONAL ENGINEER 4 025886
DAFE
THIS SHEET FOR EROSION/SEDIMENT CONTROL ONLY!
Erosion and Sediment Control Escrow
PRiOJE'CT NA E: Canaan Christian Church
,DATE: ,June 20, 2016
Desicriptiorl
Quantity Unit t_irit Pace Coit
Coni tructjon Entrance
EA
$1,000.00
$1,000.00
Silt Fence
10.20
LF$8,00
$8,160.00
Tree Protection _
85€
t
$x.00
$2,550.00
Temporary Diversion Dike
��
L
$0.00
$3180-00
Temporary Silt Trap
1
EA
$1,€ 00 00
$1,1100.00
HDPE Culver!; (15")
40
LF
$40,00
$1,840.00
Culvetl Inlet Protection
EA
$150.00
$150.00
Total- $1 7,St30,0€3
125% of Total Cost= _ [ $22,3:=0,00
WETLANDS STA'17E -LENT
I HEREBY CERTIFY THAT ALL WETLANDS PERMITS REQUIRED BY LAW
WILL BE OBTAINED PRIOR TO COMMENCING LAND DISTURBING
ACTIVITIES. ------
SIGNATURE:
OWNERIDEVELOPER:
ROBERT WILLIAMS
NAME
FOR OWNER
ENGINEER
TITLE
REVISIONS:
o H oi-p
ROBERT E. WILL.IA , JR.
LIc, No. 025886 Qz:
07/10116�����'�
0NAL _��O
DATE: JUNE, 2016
SCALE: N/A
DRAWING NAME:
ES NO'T`ES
SHEET
9
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FILE No.
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ROBERT E. WILL.IA , JR.
LIc, No. 025886 Qz:
07/10116�����'�
0NAL _��O
DATE: JUNE, 2016
SCALE: N/A
DRAWING NAME:
ES NO'T`ES
SHEET
9
OF
FILE No.
TEMPORARY SEDIMENT TRAP
1.59
VI
YARMLE
2.5'
ORIGINAL
'ROUND ELEV= 109.5
ELM ELEV= 108.5
67 CU. 'Y-D./ACRE VARkABLE
ELEV= 106.5 TELEV= 106.5
67 CU. NT,/AfRE V MAX.
(EXCAVATED)
FILTER CLOTH MGINAL
LEV= 102.5 GROUND
ELEV,
,SEE LATE 3,13-1 COAR-,Iz;E AGGREGATE CLASS I RIPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP LENGTH (IN FEET) = 6.6'
6 X DRAINAGE AREA
Aw
" 1 (IN AC,)
DIVERSION
DIKE
COARSE AGGREGATE"t ,r' �\t` � y���
"
EXCAVATEDFILTEP CLOTH
AREA
COARSE AGGREGATE SHALL BE VOOT #3, #357 OR #5
OUTLET (PERSPECTIVE VIEW)
I
DRIP ut4F'
1-N
K'4�b: FENCIE
A AT
I L AT, 1"'t' "'MORING
A A n
CORRECT METHODS OF TREE FENCING
rNct�-
CORRECT TRUNK ARMIDRING
TRIANGULAP BOARD FENCE
. .........
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1, SET THE STAKES, 2, EXCAAMTE A 4"X 4,' T.MCH
UPSLOPE ALONG THE UNE OF
STAKES,
VMAX
.FLOW ..........
3, STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH,
4, 13ACKFILL AND COMPACT
THE EXXANTATED SOIL,
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
E
.
POINTS A SHOULD ' BE HIGHER TH.kX1 POINT 3,
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
7"b"'IfPOR, RY DA"I""o L
't W, nn i T, I,:
4A" ` rniti,
--Compacted Soil
----f1Qw
S 7`0 iNTF COiNIST-RUCTION E-AFTRANCE
L
PAVIKOFAT
SIDE ELEVATION
10' HlN,
MU -57 EX,'TEND tIOUL
OF WGRF-s') ��[, Ek-"qi's"'
Q "PERAP
�W* PLAN VIEW
12.' 4! :ti:.
RCIN, L �� --Tm�
., -1UWUL.1J �,'-UAUN I .,
SEC I TiON A—A
SECTIONB—B
------------
THIS SHEET FOR EROSION/SEDIMENT CONTROL ONLY!
SILT FENCE CULVERT
PR 0 TEX TION
S "RALL
.N' T
ME. OF FILL
I
A N
OPT101V I STO �h CO
. . . ................
6KIMUM "'T ft.( M
IS 70"A RD aWBAWMENT
VD,Or 13, #Z157 OR #5 CQL ACK'R,'Et7�A F
TF0 'REPLAGE 310 F01CM ;N - I,�Wff,-s5z
Hirm. vLi(xJT'Y OF 9,0W 15 EXPIECTUD
I MPRAP
0
REVISIONS:
ROBERT E. ILLIA , JR.
Lic. No. 025886 cti
Q7/ 10 16
Al,
DATE: JUNE, 2016
SCALE: T�/A
DRAWING NAME:
ES NOTES
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ROBERT E. ILLIA , JR.
Lic. No. 025886 cti
Q7/ 10 16
Al,
DATE: JUNE, 2016
SCALE: T�/A
DRAWING NAME:
ES NOTES
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10
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18
�,ILE No.
V1 -61 -AL -0 I
LANDSCAPE REQUIREMENTS:
1. STREET TREE PLANTING REQUIRED ALONG RIGHT-OF-WAY [PER 18-32.7.9.5]
(1) LARGE TREE PER 50 L.F. OR (1) MEDIUM TREE PER 40 L.F. OF FRONTAGE
(1) SHRUB PER 5 L.F. OF FRONTAGE
2. REQUIRED PARKING LOT LANDSCAPING:
A. 5% OF PAVED PARKING AREA AND VEHICULAR ACCESS [PER 18-32.7.9.6]
B. A MIXTURE OF SHADE TREES AND SHRUBS
C. (1) LARGE OR MEDIUM SHADE TREE PER 10 SPACES [PER 18-32.7.9.6]
3. COMMERCIAL AND INDUSTRIAL USES SHALL BE SCREENED FROM ADJACENT
RURAL AREAS ZONING DISTRICT [PER 18-32.7.9.7(a)(1)]
4. PARKING AREAS WITH 4 OR MORE SPACES MUST BE SCREENED FROM
RESIDENTIAL AND RURAL AREAS DISTRICTS [PER 18-32.7.9.7(4)]
5. NEGATIVE VISUAL IMPACTS SHALL BE SCREENED FROM ADJACENT RESIDENTIAL AND
RURAL AREAS DISTRICTS AND PUBLIC STREETS [PER 18-32.7.9.7(a)(3)]
6. A 10% MINIMUM TREE CANOPY COVERAGE IS REQUIRED FOR SITES DEVELOPED
WITH COMMERCIAL OR INDUSTRIAL USES. [PER 18-32.7.9.8(a)(1)]
COMMERCIAL USE SCREENING (NORTH)
1) USE OF PROPOSED DEVELOPMENT: CHURCH
2) ZONE OF ADJOINING PROPERTY: RA
3) MINIMUM WIDTH OF PLANTING STRIP: 20 FT
4) PLANTING RATE REQUIRED: 1 EVERGREEN TREE/15 L.F. (2 ROWS)
5) LENGTH OF PLANTING STRIP: 310 L.F.
6) LENGTH OF PLANTING STRIP OCCUPIED BY EX. WOODLAND: 75 L.F.
7) 6 FT FENCE OR WALL EMPLOYED IN PLANTING STRIP:
X YES NO
8) TOTAL NUMBER OF PLANTINGS REQUIRED:
2(1 TREE/15 L.F.)(310-75 L.F.)= 32 TREES
COMMERCIAL USE SCREENING (WEST)
1) USE OF PROPOSED DEVELOPMENT: CHURCH
2) ZONE OF ADJOINING PROPERTY: RA
3) MINIMUM WIDTH OF PLANTING STRIP: 20 FT
4) PLANTING RATE REQUIRED: 1 EVERGREEN TREE/15 L.F. (2 ROWS)
5) LENGTH OF PLANTING STRIP: 213 L.F.
6) LENGTH OF PLANTING STRIP OCCUPIED BY EX. WOODLAND: 213 L.F.
7) 6 FT FENCE OR WALL EMPLOYED IN PLANTING STRIP:
YES X NO
8) TOTAL NUMBER OF PLANTINGS REQUIRED:
2(1 TREE/15 L.F.)(213-213 L.F.)= 0 TREES
COMMERCIAL USE SCREENING (SOUTH)
1) USE OF PROPOSED DEVELOPMENT: CHURCH
2) ZONE OF ADJOINING PROPERTY: RA
3) MINIMUM WIDTH OF PLANTING STRIP: 20 FT
4) PLANTING RATE REQUIRED: 1 EVERGREEN TREE/15 L.F. (2 ROWS)
5) LENGTH OF PLANTING STRIP: 312 L.F.
6) LENGTH OF PLANTING STRIP OCCUPIED BY EX. WOODLAND: 304 L.F.
7) 6 FT FENCE OR WALL EMPLOYED IN PLANTING STRIP:
YES X NO
8) TOTAL NUMBER OF PLANTINGS REQUIRED:
2(1 TREE/15 L.F.)(312-304 L.F.)= 1 TREE
LANDSCAPE NOTES:
1. STREET TREES AND SHRUBS
LARGE SHADE TREES SHALL BE 1-1/2 TO 1-3/4 INCHES MIN CALIPER.
MEDIUM SHADE TREES SHALL BE 1 TO 1-1/4 INCH MIN CALIPER.
SHRUBS SHALL BE 12 INCHES MIN HEIGHT.
2. ON-SITE PLANTINGS
LARGE SHADE TREES SHALL BE 1-1/2 TO 1-3/4 INCHES MIN CALIPER.
MEDIUM SHADE TREES SHALL BE 1 TO 1-1/4 INCH MIN CALIPER.
EVERGREEN TREES SHALL BE 4 FEET MIN HEIGHT.
SHRUBS SHALL BE 18 INCHES MIN HEIGHT.
3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE
AMERICAN ASSOCIATION OF NURSERYMEN.
4. ALL SHADE TREES SHALL BE LIMBED TO 8 FEET ABOVE PROPOSED GRADE.
PARKING LOT SCREENING EAST
WIDTH OF (PARKING LOT LANDSCAPE (LS) STRIP:
LENGTH OF PARKING LOT LANDSCAPE (LS) STRIP:
LENGTH OF LS STRIP OCCUPIED BY EX. WOODLAND
PLANTING RATE REQUIRED:
1 EVERGREEN TREE/15 L.F. (2 ROWS) OR
1 EVERGREEN SHRUB/10 L.F. (2 ROWS)
TOTAL NUMBER OF PLANTINGS REQUIRED:
(2)(1 SHRUB/10 L.F.)(192 L.F.)= 39 SHRUBS
PARKING LOT LANDSCAPING
STREET TREE PLANTINGS
AS
ACER SACCHARUM "GOLDSPIRE" /
8
1"
-
B&B
79 SF
Q7
C
"GOLD SPIRE" SUGAR MAPLE
_n
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i
ILEX GLABRA "COMPACTA" /
58
12"
12"
B&B
CU
CV
COMPACT INKBERRY HOLLY
o
10
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COMMERCIAL USE SCREENING PLANTINGS
10 YR CANOPY
v' \
PINUS STROBUS 1 EASTERN WHITE PINE
34
-
4'
IB&B
79 SF
PARKING LOT LANDSCAPING PLANTINGS
10 YR CANOPY
�-AR4
ACER RUBRUM / RED MAPLE
9
1-1/2"
-
B&B
113 SF
PARKING LOT PLANTING AREA PROVIDED= 1,720 SF
PARKING LOT SCREENING PLANTINGS 10 YR CANOPY
ADDITIONAL PLANTINGS
10 YR CANOPY
ILEX COMUTA "BURFORDII" /
40
18"
18"
B&B
79 SF
Q7
C
BURFORD HOLLY
_n
1`e
ADDITIONAL PLANTINGS
10 YR CANOPY
20 L.F.
192 L.F.
0 L.F.
NUMBER OF PARKING SPACES: 50 SPACES
PARKING AND VEHICULAR ACCESS AREA: 18,210 SF
PARKING LANDSCAPE AREA REQUIRED:
5% OF PARKING AREA= 0.05(18,210 SF)= 911 SF
PLANTING IRATE REQUIRED:
1 LARGE/'MEDIUM SHADE TREE/10 SPACES
MIXTURE OF TREES AND SHRUBS
TOTAL NUMBER OF PLANTINGS REQUIRED:
(1 TREE/10 SPACES)(50 SPACES)= 5 TREES
STREET TREES
1) USE OF PROPOSED DEVELOPMENT: CHURCH
2) PLANTING RATE REQ'D: 1 TREE PER 50 L.F. (LARGE)
1 TREE PER 40 L.F. (MEDIUM)
1 SHRUB PER 5 L.F.
3) LENGTH OF R/W FRONTAGE: 342 L.F.-54 L.F.=288 L.F.
4) TOTAL NUMBER OF PLANTINGS REQUIRED:
(1 TREE/40 L.F.)(288 L.F.)= 8 TREES
(1 SHRUB/5 L.F.)(288 L.F.)= 58 SHRUBS
EXISTING LANDSCAPE ELEMENTS:
TOTAL GROSS SITE AREA= 300,706 SF EXISTING TREE COVER=
PROPOSED R -O -W DEDICATION= -10,233 SF EXISTING TREE COVER TO BE REMOVED=
NET LOT AREA= 290,473 SF EXISTING TREE COVER TO REMAIN=
218,940 SF
-22,600 SF
196,340 SF
LANDSCAPING REQUIRED= (0.10)(290,473 SF)= 29,047 SF PROPOSED LANDSCAPE ELEMENTS:
EXISTING TREE COVER TO REMAIN= (196,340)(1.25)= 245,425 SF
PROPOSED NEW PLANTINGS= 5,599 SF
TOTAL PROVIDED= 1 251,024 SF
30 15 0 30 60 90
GRAPHICAL SCALE: 1" = 30'
PINUS STROBUS / EASTERN WHITE PINE
24
-
4'
B&B
79 SF
20 L.F.
192 L.F.
0 L.F.
NUMBER OF PARKING SPACES: 50 SPACES
PARKING AND VEHICULAR ACCESS AREA: 18,210 SF
PARKING LANDSCAPE AREA REQUIRED:
5% OF PARKING AREA= 0.05(18,210 SF)= 911 SF
PLANTING IRATE REQUIRED:
1 LARGE/'MEDIUM SHADE TREE/10 SPACES
MIXTURE OF TREES AND SHRUBS
TOTAL NUMBER OF PLANTINGS REQUIRED:
(1 TREE/10 SPACES)(50 SPACES)= 5 TREES
STREET TREES
1) USE OF PROPOSED DEVELOPMENT: CHURCH
2) PLANTING RATE REQ'D: 1 TREE PER 50 L.F. (LARGE)
1 TREE PER 40 L.F. (MEDIUM)
1 SHRUB PER 5 L.F.
3) LENGTH OF R/W FRONTAGE: 342 L.F.-54 L.F.=288 L.F.
4) TOTAL NUMBER OF PLANTINGS REQUIRED:
(1 TREE/40 L.F.)(288 L.F.)= 8 TREES
(1 SHRUB/5 L.F.)(288 L.F.)= 58 SHRUBS
EXISTING LANDSCAPE ELEMENTS:
TOTAL GROSS SITE AREA= 300,706 SF EXISTING TREE COVER=
PROPOSED R -O -W DEDICATION= -10,233 SF EXISTING TREE COVER TO BE REMOVED=
NET LOT AREA= 290,473 SF EXISTING TREE COVER TO REMAIN=
218,940 SF
-22,600 SF
196,340 SF
LANDSCAPING REQUIRED= (0.10)(290,473 SF)= 29,047 SF PROPOSED LANDSCAPE ELEMENTS:
EXISTING TREE COVER TO REMAIN= (196,340)(1.25)= 245,425 SF
PROPOSED NEW PLANTINGS= 5,599 SF
TOTAL PROVIDED= 1 251,024 SF
30 15 0 30 60 90
GRAPHICAL SCALE: 1" = 30'
20' BUFFER
1
THIS SHEET FOR LANDSCAPE PURPOSES ONLY!
REVISIONS:
..........
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1
20' BUFFER
1
THIS SHEET FOR LANDSCAPE PURPOSES ONLY!
REVISIONS:
OF
J ROBERT E, WILLIA , JR.
LIc. No. 025886 z4,
�4e 0?/10/16Ate
�p`�'(ONAL
DATE: JUNE,, 2016
SCALE: 1"=30'
DRAWING NAME:
LS PLAN
SHEET
11
OF
18
FILE No.
VA -AL -01
t
OF
J ROBERT E, WILLIA , JR.
LIc. No. 025886 z4,
�4e 0?/10/16Ate
�p`�'(ONAL
DATE: JUNE,, 2016
SCALE: 1"=30'
DRAWING NAME:
LS PLAN
SHEET
11
OF
18
FILE No.
VA -AL -01
LMDSCAPING Rnq
,�LIM,XNTS
1)The contractor shall furnish and install all plants as
shown on -the planting plan, i1j accordance with the
quantities, sizes, and specifications listed in the
plant material schedule.
2). Total number of plants shall be as drawn on the
landscape plan. if this total differs from the Plant
key the contractor is to notify the, owner or owners
representative.
3). All plants shall be nursery grown.
4). Plant dimensions shall be in, accordance with Amer-Ican
,Standards for Nursery stock, la -e$+- edition. Balled
and Burlapped shall be dug with firm naturai- balls Of
earth and shall be pruned, stored, dug in, accordance
with current ASKS Plants shall be in proper YUrSery
Condition.
5,). No B & 13 plants shall be planted if ball is cracked or
either broken during the process rpt planting.
Eli, All plants shall be hardy under climate conditions in
the locality of the project.
7). All plants shall have a normal habit of growth and
shall be sound, healthy, vigorous, free from disease
and insect infestation. Any tree with weak, thin
trunks not capable of supporting itself when in the,
open will not be acceptable. Theminigii= acceptable
size of all plants measured before pruning with the
branches in normal position shall conform to cl'mensiovs
as shown in Planting schedule. Larger plants of equal
quality may be I accepted at no additional cost to the
Owner.
8). Substitution of plants material shall not be peTmitted
unless authorized by owners or owner's representative
a.ad approved by Co'anty Agent.
9), The contractor shall lay out, with identifiable stakes
the location of all trees, underground utilities and
outline
of planting beds as indicated on the drawing.
In the event that rock or underground construction
work, obstruction or Utility lines are encountered
during these operations or in the excavation of any
plant pits under this contract alternate locations may
be selected by the L.A, with no additional cost to the
own, e r -
1o). Planting soil shall be
11). Mul-ch shall be applied mnedi.ately after planting.
operations. Mulch shall be 11 free of
debris, weeds, spores or other foreign materialMust
be well rotted and of such character as not to be
easily removed by wind,
12). Prior to installation, the contractor shall notl3i-ty the
owner and or Landscape Architect of all soill or
drainage conditions in whiQh are detrimental to the
growth of plants. Ee shall state the coraditions and
submit a proposal, for correcting the conditions,
including any change in cost, for review and acceptance
by the owner.
13). Container grown Plants- All plants designated
container grown in the plant schedule shall be healthy
vigorous, well rooted and established in the container
in which they are sold, They 'shall have tops w1iich are
of good quality and are in healthy condition. An
established container grown plant shall- be defined as a
plant t-ransplanted into a container and g-rown in that
contai-qer sufficiently long for the new fibrous roots
to have developed so that contai.ner.Ma5S W111 retain
its shape and hold together when removed from the
co-",tainer, No root bound grown container plants, as
determined by the Landscape Architect, will. be
permitted. No container grown pLant shall be. planted
it the root mass is broken either before or during the
process of planting,
14), Preparation cf Plants- All plant pits shall be circular
in outline: all exca-vations shal2 have vert1cal sides.
The depths and widths for excavation of plant pits
shall be the depths and widths as specified or, planting
detailF, or as approved by the Landscape Architect.
Loosen subgrade 6" below bottoof the pit.
Soil Separation- subgrade soils shall be separated from
the upper "topsoil" portions and removed immediately
wherever enc=n'tlered during planting operations.
Exces5 soils shall be removed, and legally disposed,
15). Setting plants- In general, set plants at Same
relation to finished grade as the bore to the around
from which they were dug. Prepare planting pits as
specified and as shown on the drawings, prior to
inserting plants. Use topsoil mixture to backfill
plant pits. When plant pits have been back-filled
approximately 2/3 full, water thoroughly before
installing remainder of the Soil to the top of the pit.
Set trees pl=b and brace rigidly in position Luntil the
planting soil has been tamped solidly around the ball
and the roots,
16) . Guying and staking- shall be rsqiiired for all trees or
tree -like shrubs in acco-rdance with detailed drawings.
Guying and staking shall be done within 24 hours after
plantiag .
17). Maintenance of new plaar-.3r.gs shall consist of pruning,
watering, cultivating, weeding, tnrlching, tightening,
and reso-tt-" �Ing plants to proper grades or upright
position, restoration of the planting saucer, and
furnishing and ap 'piving such sprays as are necessary to
- - -
keep the planting free from insects and disease.
Maintenance shall be provided until time of provisional
acceptance
18). Planting areas and planting shat'
be protected at all
times against trespassilng and damage of any kind -for
the duration of the maintenance period. If any plants
become damaged or Jajured, they shall be treat -ed or
replaced by the Contractor as directed by Architect at
no additional cost to the Owner. No work shall be done
within, adjacent tea, or over any plant or planting area
without proper safeguards and protection to materials,
19), All plant material shall be guaranteed by the
Contractor for a period of one year from the date of
Pryovisional Acoept-ance, to be in good, healthy, anCi
flourishing condition.,
20). The Contractor shall provide the owner specific
maintenance recommendations in writing for water ng,
fertilizinq and maintaininq the plant material.
2 ). No plantings shall impeed the sight distance for
ingress & egress to the site.
DIFIF "'. INU"N.
BOAM D' FP4CE
T
FWA CTIVI G A iNT
4:1 '0
CORRECT METH: DS OF TREE FENCU;
Am
TRIANGULAR eOA RD FENCE
i BALL PLUS 24" t
�Ng-'
TREE PLANTING
DETAIL - STAKED
FOR TREES UP TO 4" CAL.
LARGER TREES TO BE GUYED
(NOT TO SCALE)
#12 GALVANIZED WIRE
(3) 8' HT. WOOD OR STEEL
STAKES (AS SPECIFIED)
112" DIA. 2 -PLY RUBBER HOSE
TREE WRAP
4" LAYER SHREDDED HARDWOOD
BARK MULCH
3" SAUCER AROUND PIT
SPECIFIED BACKFILL MIX
SCARIFY SIDES
CUT & REMOVE BURLAP FROM
TOP 1/3 OF BALL
-I-
BALL PLUS 24" t 12"
EVERGREEN TREE
PLANTING DETAIL
(NOT TO SCALE)
#12 GALVANIZED WIRE
STAKES (ASWOOD SPECIORFIED)TEEL
112" DIA. 2 -PLY RUBBER HOSE
4" LAYER SHREDDED HARDWOOD
BARK MULCH
3" SAUCER AROUND PIT
SPECIFIED BACKFILL MIX
SCARIFY SIDES
CUT & REMOVE BURLAP FROM
TOP 1/3 OF BALL
OR TREES UP TO 4" CAL.
TREES GREATER THAN 4" CAL.
SHALL BE GUYED
SHRUB PLANTING
DETAIL
(NOT TO SCALE)
BALL PLUS 12"
JE BACK 1/3
\IN NORMAL PLANT SHAPE)
%YER SHREDDED
,WOOD BARK MULCH
4UCER AROUND PIT
IFIED BACKFILL MIX
IFY SIDES
& REMOVE BURLAP
I TOP 1/3 OF BALL
BEAR SAME RELATION TO
AS WHEN DUG.
ONLY WHEN PLANTING AN
INDMDUAIL SHRUB
THIS SHEET FOR LANDSCAPE PURPOSES ONLY!
REVISIONS:
7D
(D
E
L_
C)
Lo
0
>
0
C)
M
0•
—
M
Co
(3)
O�
(3)
r-
(o
0
64
0
C.0
C-
CU06
VIP, 11 ok N
ROBERT EL, 2WILLIA, JR.
Lic, No, 025&36 'Z14
0
07f 0/16
Y, \ Jr
N A L
:V
DATE: JUNE, 2016
DRAWING NAME:
LS DETAILS
E: +
U
SHEET
12
OF
18
FILE No.
VA -AL -01
PROPOSED DRAINAGE AREAS
SOIL PROPOSED PEAK DISCHARGES
TYPF IMPFRVintis TURF FOREST TOTAL CN RV Tc (min)
DA'A'
B
0.15 AC
0.22 AC
0.24 AC
0.61 AC
68
0.31
6
DA'B'
B
0.44 AC
0.75 AC
1.03 AC
468
LIGNUM
2-7%
NO
DMODERATELY
D
0.20 AC
0.48 AC
3.42 AC
6.32 AC
74
0.17
29.5
TOTAL 0.79 AC
1.45 AC 4.69 AC 6.93 AC
MAP
SOIL
SOIL
HYDRIC
HYDROLOGIC
NATURAL
1.35
SYMBOL
NAME
SLOPE
SOIL
GROUP
SOIL
GROUP
DRAINAGE
CLASS
K -FACTOR
468
LIGNUM
2-7%
NO
DMODERATELY
0.49
(:
SILT LOAM
n
WELL DRAINED
i
51C
MANTEO CHANNERY
7-15%
NO
D
SOMEWHAT
EXCESSIVELY
0.20
SILT LOAM
(n
DRAINED
�
62B
NASON
2-7%
NO
B
WELL DRAINED
0.37
SILT LOAM
Zoned: 111A
40 20 0 40 80 120
GRAPHICAL SCALE: 1 " = 40'
AREA
1 YR
CFS
2 YR
CFS
10 YR 100 YR
CFS CFS
DA 'A'
0.85
1.35
2.98 5.23
DA'B'
5.98
8.92
18.26 30.85
'Q I 1 \\: 1 Z�
0-0-O \
TAN
'0 �A 0
17,
v O
N `
� 2,A A>
--/ Q
Zoned ,,4
111'se: P?esde,,,z.ti.a
N�
�t
flea` ?",a F'"t'.:£:'!,{I, } 1':d"?,1.h,
4 35
Zoned' RA
By INT'R'
Use, k sife-- ti I] ST u p,DB 3074-667
TIV 7wCr. 1 - f
or A
tr`o,ned: 1--b-4
SHALLOW
CONCENTRATED00
.,,. FLOW
` / 404 LF so�®ti
f _
♦ / S -4.9%
UNPAVED
\ MIXE:~ s: ;�.:. ^a,e . �$ EVERGREENSTAND
�i
\.
APPROXIMATE LOCATION LIGHT UNDERBRUSH
BO
_ WATER PROTECTION OVERLAY
CARROLL CREEK TRIBUTARY
re, 1 OtP o;,,Pitiiv-p.tntov.•;
Ifeir 7ff 10 ,ap?.or P 3t1T
l'1� ,v�62- t t_1
111�i cl? 0 _18
Af:%I, Coll2.E<r, L:'a' iel L or ltla- '-sie 1:
1?0 90
Ai'i'T f?ar;0d,
3-t-f..liaTii, i'.3'`:'rt:1Lon;
f.f;::.1'S` i3� C,//,o
i�{:f,a( i:i,$r � roc -tor
o-,-,ed:f`i'A
i\ii �!�
3
ffff k1� Cec,'I C �: ii �� ii}�sru? 'f
N�
�t
flea` ?",a F'"t'.:£:'!,{I, } 1':d"?,1.h,
4 35
Zoned' RA
By INT'R'
Use, k sife-- ti I] ST u p,DB 3074-667
TIV 7wCr. 1 - f
or A
tr`o,ned: 1--b-4
SHALLOW
CONCENTRATED00
.,,. FLOW
` / 404 LF so�®ti
f _
♦ / S -4.9%
UNPAVED
\ MIXE:~ s: ;�.:. ^a,e . �$ EVERGREENSTAND
�i
\.
APPROXIMATE LOCATION LIGHT UNDERBRUSH
BO
_ WATER PROTECTION OVERLAY
CARROLL CREEK TRIBUTARY
re, 1 OtP o;,,Pitiiv-p.tntov.•;
Ifeir 7ff 10 ,ap?.or P 3t1T
l'1� ,v�62- t t_1
111�i cl? 0 _18
Af:%I, Coll2.E<r, L:'a' iel L or ltla- '-sie 1:
REVISIONS:
,
t,7f 19A ; {
i\ii �!�
3
ffff k1� Cec,'I C �: ii �� ii}�sru? 'f
C3 L
B 674
Lo
(:
n
0
i
..
0
(n
�
1
yT
�.
I
f18
Zoned: 111A
I
I
/
REVISIONS:
,
C3 L
Lo
(:
n
0
i
..
0
(n
1
R
Lr
,H o p''�,
' ROBERT E. WILLIA , JR.
Lie, No. 025886
of/10/1
oo ��
DATE: JUNE, 2015
SCALE: 1 "=40'
DRAWING NAME:
DIVIDES
I•
'
A
Ij HEET
14
OF
18
FILE No.
VA -AL -01
Hy& NoI
DA
Hydrograph type = SCS Runoff
Storm frequency = 1 yrs
Time interval
= 1 min
Drainage area
= OMO ac
Basin Slope
= 0,0%
To method
- USER
Total precip.
= 330 in
Storm duration
= 24 hr
'Q (,-,f 5
2;00
0
DA
Hyd, No, 1 -1 Year
Peak discharge = 1.053 ds
rime to peak
= 718 min
Hyd. volume
= 2,335 tuft
Curve number
= 85*
Hydraulic length
= 0 ft
Time orf cone, (Tc)
- 6.00 min
Distribution
= Type I i
Shape factor
= 484
__\ ......... __"l .. ............. \.1", 0100
2 4 6 8 10 12 14 ie 18 20 22 24 20
'nme (hrs
Hyd No� 1
A A
Hydrograph type
= SOS Runoff
Peak discharge
= 7.132 cts
Storm frequency
= 1 yrs
Time to peak
= 723 min
Tire interval
= 1 min
Hyd, volume
= 20,346 raft
Drainage, area
= &970 ac
Curve number
= 71
Basin Slope
= 0,0%
Hydraulic length
= 0 ft
To method
= TR55
Time of coni, (To)
= 13,90 min
Total precip.
- 3,30 in
Distribution
- Type 1.1
-Storm duration
= 24 hrs
Shape factor
= 484
Compw�.ft (k&AMN) [(0.01 D x 94) + 1+0, 01;9
a Ofb)
4M
2,DO
DA IS"
Hyd, No, 2 - I Year
DOC
0 2 4 6 a 10 12 14 16 18 20 22 24 26
- Hyd No, 2 (hrs)
Hyd. No. 1
DA
Hydrograph type = SCS Runoff
Storm frequency = 2 yTa
Time interval
= I min
Drainage area
= 0.980 ac
Basin Slope
= 0,0%
Tc method
USER
Total preciP.
4.DO in
Storm durration
24 hra
Peak discharge = 1,774 ofs
Time to peak
= 718 min
Hyd. volume
= 306 cuft
Curve number
= 65*
Hydraulic length
= 0 ft
Time of conc. jo)
= 6.00 min
Distribution
= Type pe 11
a hape factor
484
Compos1W (AM,10,N) + (.0.15OXMIJ 10. 4.60
Q Ids)
2,00
DA
Hyd. No, I - 2 Year
(tfs)
2,00
0,00 \\ . ....... -1 .............. 0,00
0 2 4 a 10 12 14 is Iti 20 22 24 26
Time (hm)
Hyd Neo. 1
......................
Hyd. No. 2
DA'13'
Hydrograph type
= SCS Runoff
Peak discharge
= 10.94 ol's
.........
....
Time to peak
= :723 min
Time interval
= 1 min
Hyd. volume
= 30,213 tuft
Drainage area
....... ...........
Curve number
= 7111
Basin Slope
= 0,0%
Hydraulic length
= 0 ft
Tc method
= TR55
T! me of cone, (To)
.................
. ..... .. ... .....
- 4.,00 in
Distribution
...............
Storm duration
.............
Shape factor
= 484
.............. -
. .....
.. ............ ....... ............. -
.............. ' ..............
.............
20,00
...........
.................... ..........
.
............ .....................
.......... ..............
. . . ...........
........... ........ ....... ............... ..
......
......... .. ... ...... ... ..
.................. . .. ... ...
...........
....... ........
....... ... ............
...........
............
.............
(tfs)
2,00
0,00 \\ . ....... -1 .............. 0,00
0 2 4 a 10 12 14 is Iti 20 22 24 26
Time (hm)
Hyd Neo. 1
......................
Hyd. No. 2
DA'13'
Hydrograph type
= SCS Runoff
Peak discharge
= 10.94 ol's
Storm frequency
= 2 yrs
Time to peak
= :723 min
Time interval
= 1 min
Hyd. volume
= 30,213 tuft
Drainage area
= 5.970 ac
Curve number
= 7111
Basin Slope
= 0,0%
Hydraulic length
= 0 ft
Tc method
= TR55
T! me of cone, (To)
= 1190 min
Total precip.
- 4.,00 in
Distribution
- Type 11
Storm duration
= 24 hrs
Shape factor
= 484
DA%*
Hyd, No. 1
DA ;J'4'
Hydrograph type = SOS Runoff
Storm frequency = 10 yrs
Time interval
= 1 min
Drainage area
= OMO ac
Basin Slope
= 0,0%
To method
= USER
Total prep.0
= 6,0
in
Storm duration
= 24 hrs
0offir
Peak discharge = 4.206 cfs
Time to peak
= 718 min
Hyd, volume
= 8,450 auft
Curve number
= 85*
Hydraulic length
= 0 ft
Tire of cone, (Te)
- 6.,00 min
Distribution
= Type 11
Shape factor
= 484
4,M
100
i'(
Q (ds)
Hyd. No,. 1
DA
Hydrograph type z ISCS Runoff
Storm frequency = 100 yrs
Time interval
= 'I min
Drainage area
= 0.960 ac
Basin Slope
= 0,0%
To method
- USER
Total pre 'lip.
11M in
Storm duration
24 hrs
U0
440
&00
3.00
4:00
2.00
2,00
0100 0.00
0 2 4 6 8 10 12 14 16 is 20 22 24 28
Time fts)
- Hyd No. I
0 ME;
.a
Hydrograph typ
= SOS Runoff
Peak discharge
= 2134 ol's
Storm frequency
= 10 yrs
Time to peak
= 722 min
Time interval
= I min
Hyd. volume
= 62,819 tuft
Drainage area
= 5.970 ac
Curve nQmber
= 71*
Basin Slope
= O.O %
Hydraulic length
= 0 ft
To method
= TR55
Time of cone, (Tc)
= 13,90 min
Total precAp.
6.00 in
Distribution
- Type 11
Storm duration
24 hrs
Shape factor
= 484
1) + (1 A + (3,100 17)'1 5,910
[,0.01 0 X.0) + (OAO x b +
DA VS9
Of$)
= 7 18 min
Hyd. volume
= 15,461 tuft
Curve number
•
Hydraulic length
Hyld, 1 o, 2 - 10 Year
Time of conc, (Tc)
- 6.00 min
24,00 -
= Type 11
Shape factor
= 484
......... -
= 71 *
24,00
= O,O %
Hydraulic length
= 0 R
Tc method
= TR 55
Time of oonc, (To)
= 13,90 min
Total pradiip.
- 8.50 in
..... ... . ....
= Type It
Storm dl ination
= 24 hrs
Shape, factor
-7 484
20< fl
..........
.. ............ ....... ............. -
.............. ' ..............
.............
20,00
...........
............ .........
...........
...........
...............
...........
.
. .........
. .............
H
..........
.............
...........
. ...... .....
. ..... . . ...
12,00
... ........
.
. .....
1100
.. . . ... . ......
................ -
..... .......
. ....................
.......... -
..
...........
.. .... .... ..... ..... . .....
..
... . ............... .. .. .......................
........... ..
...........
.. \ \ _
. ........ ........... .
... .... ...
..... .. . ....... ................
..... .. ... .... ....
..... ............
..........
.. ......... ....
.....
........... .
4A
------
............
...........
....
... ........
.....................
...........
N
. ...........
..
.. .........
. .... .... ........
.....................
. ..... ........ ----
0,00
0 2 4 6
8 10
12 14 15
It 20 22
24 26
71ma (hrs)
- Hyd No, 2
Peak discharge = 7,647 cfs
Time to peak
= 7 18 min
Hyd. volume
= 15,461 tuft
Curve number
•
Hydraulic length
= 0 ft
Time of conc, (Tc)
- 6.00 min
Distribution
= Type 11
Shape factor
= 484
DA W
Hyd, No. 1 - 100 Year
100
0100 ........... \ .......... . 0,00
0 2 4 6 a 12 14 1s 18 20 22 24 26
Time (hrs)
- Hyd No, I
Hydx No:, 2
DA'S'
Hydrograph type
= SCS Runoff
Peak 6scharge
= 40-30ofs
Storm froquencY
•
Time to peak
= 722 min
Time Interval
= 1 min
. ..
.....
........ .. ... ...
........... .. ...... ..... ........... .. . . ... ..................
Drainage area
... ..... .......
......... -
= 71 *
Basin slope
= O,O %
Hydraulic length
= 0 R
Tc method
= TR 55
Time of oonc, (To)
= 13,90 min
Total pradiip.
- 8.50 in
Distribution
= Type It
Storm dl ination
= 24 hrs
Shape, factor
-7 484
...........
...........
.
. .........
. .............
H
..........
- . ..... .........
. ..... . . ...
.. . . ... . ......
100
0100 ........... \ .......... . 0,00
0 2 4 6 a 12 14 1s 18 20 22 24 26
Time (hrs)
- Hyd No, I
Hydx No:, 2
DA'S'
Hydrograph type
= SCS Runoff
Peak 6scharge
= 40-30ofs
Storm froquencY
= 100 ym.
Time to peak
= 722 min
Time Interval
= 1 min
Hyd, volume
= 108,709 cuft
Drainage area
= 5A70 ac
Curve number
= 71 *
Basin slope
= O,O %
Hydraulic length
= 0 R
Tc method
= TR 55
Time of oonc, (To)
= 13,90 min
Total pradiip.
- 8.50 in
Distribution
= Type It
Storm dl ination
= 24 hrs
Shape, factor
-7 484
CM.Puft (JW.44N) m [30'010 x 0) + (OA20 31) OAK + 0.300 8q) + (3,700 17)JI&WO
60,00
40,00
X00
10,00
Q (r*
50101D
400
KOO
20,00
0 0 0 0,00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
-- Hyd No, 2 Time (hrs)
REVISIONS:
7.3
E
0)'tt 0
LO
w
C%4
Cee >
0 P -N
LZ
'C:
C:
(D
E >
> CY)
4-a 0
u-1 x
0(6
U), M CN
E CON6
LO
0
2_1
ROBERT E. ILLIA JR.
L LIC, 11101 025886
071101
PIA 1, li��'
DATE: JUNE, 2016
SCALE: N/A
DRAWING NAME:
HYDROGRAPHS
ROBERT w J R.
U
Q5
con
4A
>
OC
U
0
a3HEET
15
OF
18
Hydrograph type = SOS Runoff
Storm frequency = I yrs
Time interval
= I min
Drainage area
= 0.610 ac
Basin Slope
= 0,0%
To method
- USER
Taal precAp.
= 3
.30 in
Storm duration
= 24 hra
+
Peak discharge = 0.852 oft
11tre to peak = 11,97 hns
Hyd, volume
= 1,798 tuft
Curve number
= 68*
Hydraulic length
= 0 ft
Time of cone. (Tc)
- 6,00 min
Distribution
= Type 11
Shape fa~ or
4.84
f s)Q
Hyd, No, 3 — 1 Year
Peak discharge
5.976, oft
Storm frequency
(do)
1;010
12.20 hrs
Time -interval
= 1 min
Hyd. volume
m 25,326 tuft
Drainage area
-------- -- IL -
Curve number
74*
Basin Slope
= 0,0 %
Hydraulic length
0 R
To method
= TR55
Time of corcs (Tc)
0180
Total precip.
- 3,30 in
Distribution
Type 11
Storm duration
= 24 hrs
070
484
•
0,70
0160
01W
04D
z
z
z
z
DA0
0.1-00,117
\ .............
10 2 4
6 a 10 12 14 16
1s 20
22
24 2e
ring (hrs)
— Hyd No� 3
Hydrograph type
= SOS Runoff
Peak discharge
5.976, oft
Storm frequency
= I yrs
Time to peak
12.20 hrs
Time -interval
= 1 min
Hyd. volume
m 25,326 tuft
Drainage area
= 6 320 ac
Curve number
74*
Basin Slope
= 0,0 %
Hydraulic length
0 R
To method
= TR55
Time of corcs (Tc)
29,50 min
Total precip.
- 3,30 in
Distribution
Type 11
Storm duration
= 24 hrs
Shape factor
484
DA 1W PROPOSED
Hyd, No. 4 --1 Year
ME
Foil]
8M
4,00
1100
2.00
1.00
0 2 4 6 8 10 12 14 15 1s 20 22 24 28
-- Hyd No4 '11me fts)
Hydrograph type = SCS Runoff
Storm frequency = 2 yrs
Time interval
= 1 min
Drainage area
= 0,610 ac
Basin Slope
z 0,0%
To method
- USER
Total precip.
= 4,,00 in
Storm duration
= 24 hre
atle
2,00
1,00
Peak discharge = 1,349 cfs
Time to peak
= 11 .97 hrs
Hyde volume
= 2,752 tuft
Curve number
= 68*
Hydraulic length
= 0 ft
Tim of conc. (To)
= 6.00 min
Distribution
= Type 11
Shape factor
= 484
DA IN PROPOSED
Hyd. No. 3 — 2 Year
�Q 015)
2,00
NOE$
0100
100
0
2 4
5
8
10 12
14 16 18
20 22 24
26
Hyd, voiwme
= 36,622 tuft
Drainage area
= 6,320 ae
Curve number
= 744
Basin Slope
Time (hm)
Hydraulic length
Hyd No. 3
Tc method
= TR55
me of conc. (Tc)
Time
= 29,50 min
Total precip,
- 4,00 in
Hyd., No4
DA'B'PROPOSED
Hydrograph type
= SCS Runoff
Peak discharge
= 6.915 cls
Storm frequency
= 2 yrs
Time to peak
= 12,20 hrs
Time Interval
= I min
Hyd, voiwme
= 36,622 tuft
Drainage area
= 6,320 ae
Curve number
= 744
Basin Slope
z 0,0 %
Hydraulic length
= 0 ft
Tc method
= TR55
me of conc. (Tc)
Time
= 29,50 min
Total precip,
- 4,00 in
Distribution
= Type 11
Storm duration
= 24 hrs
Shape factor
= 484
Owpositt (k§WCN) [A440 x 0) +:(010 x 81) (1.030 x 15) + 1200. x 00) + (0,480 X 80) + (3AD 71)] 1 &320
4,00
atill
DA 'IS' PROPOSED
Hyd. No, 4 — 2 Year
a (efs)
10,00
0100 D100
a 2 4 8 10 12 14 115 18 20 22 24 26
Hyd No, 4 Time (hm)
Hyd. No. 3
DAA'PROIPOSED
Hydrograph type = SOS Runoff
Storm frequency = 10 yrs
Time interval
= 1 min
Drainage area
= 0.610 ac
Basin Slope
= 0,0%
To method
= USER
Total precipe
6,00 in
Storm duration
24 hra
0
3100
Peak discharge = 2.979 cfe
Time to peak
= 11 .97 hrs
Hyd, volume
= 5,985 CA
Curve number
= 88*
Hydraulic length
= 0 ft
Time of cone, (To)
- 6.00 min
Distribution
= Type 1.1
Shape factor
= 484
+ + (0,24x6a)] M610
DAW PROPOSED
Hyd, No, 3 --10 Year
1W
010.0 0,00
0 2 4 6 a 10 12 14 16 1s 20 22 24 28
— Hyd Noe 3 TIme (hra)
Hyd,, No, 4
DAV PROPOSED
Hydrograph type
= SOS Runoff
Peak discharge
= 18-26 cft
Storm frequency
= 10 yrs
Time to peak
= 1118 hrs
Time Interval
= I min
Hyd. volume
= 73,066 tuft
Drainage area
8.320 ac
Curve number
= 74*
Basin Slope
0.0%
Hydraulic length
= 0 ft
To method
TR55
Timeof cone, (To)
= 29,50 min
Total preolp.
6.00 in
Distribution
- Type 1.1
Storm duration
24 hre
Shape factor
= 484
a WS)
21 M
118100
ISM
12,00
OMOXU) + 0,42007)] A.320
DA 1W PROPOSED
Hyd. No, 4 10 Year
0 4.1f a)
21.00
18,00
15.00
12,00
Hyd. Nm 3
DA PROPOSED
Hydrograph type = SCS Runoff
Sterm frequency = 100 yra
Time Interval
= 1 min
Drainage area
= U10 ac
Basin Slope
= 080%
Tc method
- USER
Total precip.
= 8.50 in
Storm duration
.24 hra
Peak discharge = 5.226 cis
Time to peak
= 11.97 hrs
Hyd. vallume
= 10,638 CA
Curve number
= 68*
Hydraulic length
= 0 ft
Time of oonc, (To)
- 6.00 min
Distribution
= Type pe 11
Shape factor
= 484
Owpolte (Arw%) -1{0.1 x 3 (0,220 x 61) (0.240 x MI 10410
4.00
DA PROPOSED
Hyd, 'No< 3 — 100 Year
M
Mo
= SCS Runoff
0,00
0
2 4
6 a
10 12
14 16 18 20 22 24
Time interval
= 1 min
Hyti. volume
= 123,316 cuft
Time (hm)
—
Hyd No, 3
= 74*.
Basin Slope
= 0,0%
Hyd, No. 4
DA'S'PROPOSED
Hydrogffsph type
= SCS Runoff
Peak discharge
= 30,85 cjs
Storm frequency
= 100 yrs
Time to peak
= 12, 18 hre
Time interval
= 1 min
Hyti. volume
= 123,316 cuft
Drainage area
= 6.,20 ac
Curve number
= 74*.
Basin Slope
= 0,0%
Hydraulic length
= 0 R
To method
= TR55
Time of c4nc, (To)
= 29,50 min
Total precip.
- 8.50 in
Distribution
= Type 11
Storm duration
= 24 hrs
Shape factor
= 484
mi site (ArAWCN) [(0,440 x 0) + (€0 M x 31) (1.03D 45) + (1200 W) + �'OASO x 80) + 1U20 x 1:")116.320
REVISIONS:
0�
ROBERT E. WILLIA , JR..
Li(_ Ito. 025886
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07110116��
15010NAL 1�1
DATE: JUNE, 2016
SCALE: N/A
DRAWING NAME:
HYDROGRAPHS
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Li(_ Ito. 025886
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DATE: JUNE, 2016
SCALE: N/A
DRAWING NAME:
HYDROGRAPHS
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DEQ Virginia Runoff Reduction Method New Development Compliance Spreadsheet - Version 3.0
.MP Design Speclficatlons,Llsta 2011.Stds & Specs
Site Summary
Total Rainfall = 43 inche
I
Site mend Cover Summary
................... ......................... ..................... ............................ _....................................... ..........
Total TP Land Reduction Achi v ed (lb/yr)
0.00
Total TN Land Reduction thieved (lb/yr)
0.00
Remaining past Develapm,ent TP Load
A sails
esolls
ENTIRELY UNDERLAIN BY
C Sells
D soils
forest/open (acres)
............... ............. ......MAINTAINED .........................._..........................
. i
1.27
Headwater Depii° alght
0,00
3,42
Managed Turf (acres)
Con°rputed Headwater El vl
0.00
0a81
1;87 oib
0,00
0.48
Impervious Cover (aures)
0,00
049
0.00
0.20
Site Tv and Land Cover Nutrient Loads
Oudot Control HW Elsv.
413.12 fitra.W
Type Entranon Control
0
Site lav
0,17
COLU
Treatment Volurr'!. W
4,162
LO
Tp Load d (lb/yr)
ti trearrj Invert
2,62
Dowftraam Insert
419.00 ft
alb/yr)
18.,71
46.00 it
construc wa
O'CUS96 1t�ft
Total Tp Load .Reduction Required (lb/yr)
F__0112
TP LOADREDUCTION NOT REQUIRED
Site Compliance Summary
Total Runoff Volume Reduction(ft 3)
................... ......................... ..................... ............................ _....................................... ..........
Total TP Land Reduction Achi v ed (lb/yr)
0.00
Total TN Land Reduction thieved (lb/yr)
0.00
Remaining past Develapm,ent TP Load
2.62
(lb/yr)
ENTIRELY UNDERLAIN BY
Remaining TP Load Reduction (lb/yr)
'D' SOILS.
Required
............... ............. ......MAINTAINED .........................._..........................
A= 0.34 AC
1(10)= 7.1 IN/HR (Tc= 5 MIN)
C= 0.65
n= 0.012
Q= CIA= (0.65)(7.1)(0.34)= 1.57 CFS
Total
4.69
"\ ,17 a \..\ \" \ �♦"DUCT �� �`XCE E\ �\\ \ AMVH\te r
CULVERT REPORT
1.29
STORMWA TER QUALITY NARRATIVE
PRE -DEVELOPMENT GROUNDCOVER OF
................... ......................... ..................... ............................ _....................................... ..........
Solve For Headv tv Elevabn
THE NORTHERN
PROPERTY
LINE, SERVING AN ADJACENT RESIDENCE. THEREFORE, THE EXISTING DRAINAGE AREAS HAVE LITTLE
IMPERVIOUSNESS. FOR
PRIVATELY
Culvert yam mart'
ENTIRELY UNDERLAIN BY
TYPE 'B' AND
'D' SOILS.
SINCE THERE IS NO SUBSTANTIAL DEVELOPMENT EXISTING ON THE PROPERTY, THE VRRM SPREADSHEET
............... ............. ......MAINTAINED .........................._..........................
AIlowsbloldWEl tion
1.25 ft
Headwater Depii° alght
0,88
Con°rputed Headwater El vl
413.12 it
Discharge
1;87 oib
a►
__.
tntat, rttrol HW Elev,
413.08 it
Tapwater Elevation
0,100 ,1
425
Oudot Control HW Elsv.
413.12 fitra.W
Type Entranon Control
0
Q(10YR)= 1.57 cfs
COLU
V(10YR)= 4.37 fps................................................t
LO
d(10YR)= 0.72 ft
ti trearrj Invert
412.40 it
Dowftraam Insert
419.00 ft
Length
46.00 it
construc wa
O'CUS96 1t�ft
420 :....................
.... .................................. ........................ ................ ........................ :.........................
......................................................__..................................I....._....................._......_..........
dt Il Pr�atlle
Pr> Pll
2
Depth, Downstream
0.42 '>t
Ex.
Slopw Tyre
steep
Normal [Depth
OA2 A
415 :....
... ..... GRADE ..........
FImu Reglrne up' ritloal
Critical Doprth
0M f#
_
1'C0VER(MIN)
Val>;dty Downstream
4.37 its
Critical 8"
0.00 4545
- WSE(10YR)=413.12
46 LF -15" HDPE PROP.
Section
@ 0;87% GRADE
Escill>on Shape
imular
Mannings oe�lldent
0,012
410 ....
8 I° DFE (Smo*th intador°)
Span
1.26 ft
sadflcn Eine
1s Inch
Rim
128 ft
Number Sections
1
..............
Q)
outlet Control Properties
v L' !
...I...................��.......................;...............��....?.......................;........................
Outlet Control IOW Elev.
413.12 it
Upstream stream Valoolt• H
R
0,19 ft
Ke
0.20
Entrance Loss
0,04 A
W � W
........................
'....... ........... .................. . . .............. .........
ti
i ntst Contral trop oes
o
Inlet: Control HW Elev.
413.138 it
Zion Control
Unoubmerged
n �i
�...,,_..............:.............. � ;�..................I........................;
t
Ind : �°yps raao=�� ens �r�Je�Bng
�r�� Full
1 �;� ftp
U II U= 11
K
0,00450
HDS 5 Chart
1
N
M
100300
HDS 5 Scalo
3
...........................€........................'C
0X3170
Equation Forte
1
10+00 + 11+00
CULVERT PROFILE
SCALE
1"=50' HORIZONTAL
1 "= 5' VERTICAL
STORMWA TER QUALITY NARRATIVE
PRE -DEVELOPMENT GROUNDCOVER OF
EXISTING DRAINAGE AREA DA 'A' AND 'B' CONSISTS MAINLY OF A GRASS FIELD AND WOODS. AN EXISTING GRAVEL
DRIVEWAY RUNS ALONG
THE NORTHERN
PROPERTY
LINE, SERVING AN ADJACENT RESIDENCE. THEREFORE, THE EXISTING DRAINAGE AREAS HAVE LITTLE
IMPERVIOUSNESS. FOR
EVALUATION PURPOSES, IT
IS ASSUMED THAT THE ENTIRE SITE IS FORESTED OPEN SPACE IN GOOD CONDITION. THE SITE IS
ENTIRELY UNDERLAIN BY
TYPE 'B' AND
'D' SOILS.
SINCE THERE IS NO SUBSTANTIAL DEVELOPMENT EXISTING ON THE PROPERTY, THE VRRM SPREADSHEET
FOR NEW DEVELOPMENT
WAS USED TO
DETERMINE
THE REQUIRED TREATMENT VOLUME.
THE SUBJECT PROPERTY HAS A POST -DEVELOPMENT SITE AREA OF 6.67 AC WITH 0.69 AC OF IMPERVIOUS AREA, 1.29 AC OF TURF AREA AND 4.69 AC OF
FORESTED/OPEN SPACE AREA. THE VRRM SPREADSHEET DETERMINED THE TOTAL TP LOAD REDUCTION REQUIRED TO BE -0.12 LB/YR.
WATER QUALITY MEASURES ARE NOT REQUIRED DUE TO THE MINIMAL PROPOSED IMPERVIOUS AREA RELATIVE TO THE LARGE AREA OF FOREST/OPEN SPACE
TO REMAIN. THE MINIMUM TARGET PHOSPHORUS LOAD OF 0.41 LB/AC/YR IS NOT ACHIEVED, THEREFORE NO ADDITIONAL REMOVAL IS REQUIRED AS SHOWN
ON THE VRRM SPREADSHEET. THEREFORE, IT IS THE OPINION OF THE DESIGN ENGINEER THAT THE PROPOSED STORMWATER QUALITY DESIGN MEETS THE
REQUIREMENTS OF VIRGINIA CODE SECTION 9VAC25-870-63(A)(1).
o Total S TORMWA TER MA NA GEMENT NA RRA TI VE
'70 AS SHOWN IN THE EXISTING DRAINAGE AREA MAP, THE SITE IS CURRENTLY UNDEVELOPED, BUT A GRAVEL DRIVEWAY RUNS ALONG THE NORTHERN
PROPERTY LINE, SERVING AN ADJACENT RESIDENCE. THE (MAJORITY OF THE SITE IS WOODED, A GRASS AREA LIES BETWEEN HACKTOWN ROAD AND TREES.
19 ALL TREE AREAS ARE MIXED HARDWOOD/EVERGREEN STANDS. ADJOINING PROPERTIES ON ALL SIDES ARE RESIDENCES. TO THE EAST IS HACKTOWN
10 ROAD, STATE ROUTE 744.
j; THE SITE HAS TWO DRAINAGE AREAS. THE FIRST DRAINAGE AREA, DEPICTED BY DA 'A', IS MOSTLY GRASS. ITS RUNOFF OVERLAND FLOWS TO THE
NORTHERN PROPERTY LINE, DISCHARGING TO THE ADJACENT PROPERTIES AS SHEET FLOW. DA 'A' IS UNDERLAIN ENTIRELY BY TYPE 'B' SOILS. THE
SECOND DRAINAGE AREA, DEPICTED BY DA 'B', CONSISTS OF THE REMAINING SITE AREA AND IS MOSTLY WOODED. THIS DRAINAGE AREA SHEET FLOWS TO
A BROAD FORESTED SWALE RUNNING TO THE SOUTHWEST, DISCHARGING TO THE ADJACENT PROPERTY AND ULTIMATELY TO A TRIBUTARY OF CARROLL
CREEK. IT IS MOSTLY UNDERLAIN BY TYPE 'D' SOILS.
THE POST -DEVELOPMENT DRAINAGE AREAS MOSTLY MIRROR THE EXISTING AREAS. POST -DEVELOPMENT DA 'A' IS SMALLER THAN PRE --DEVELOPMENT DA
W. IT HAS SLIGHTLY MORE IMPERVIOUS AREA, BUT WITH LESS OVERALL DRAINAGE AREA, THE PEAK DISCHARGE DECREASES. POST -DEVELOPMENT DA 'B'
IS LARGER THAN PRE -DEVELOPMENT DA 'B' AND INCREASES THE IMPERVIOUS AREA. HOWEVER, LEVEL SPREADERS LOCATED AT THE END OF EACH
DRAINAGE PATH REDUCE THE PEAK DISCHARGE TO THE ADJACENT SOUTHWEST PROPERTY BY INCREASING THE TRAVEL TIME. RUNOFF OVERFLOWS THE
LEVEL SPREADERS AS SHEET FLOW BEFORE REACHING THE BROAD FORESTED SWALE.
TWO DRAINAGE AREAS REPRESENT ALL OF THE POST -DEVELOPMENT RUNOFF. DA 'A' INCLUDES A. SMALL PORTION OF IMPERVIOUS AREA. RUNOFF
CONTINUES TO SHEET FLOW FROM THE DRAINAGE AREA TO THE ADJACENT PROPERTY AT STUDY POINT W. DA 'B' IS INCREASED IN TOTAL AREA AS WELL
AS IMPERVIOUS AREA. IT REDUCES THE PEAK DISCHARGE TO THE ADJACENT SOUTHWEST PROPERTY BY INCREASING THE TRAVEL TIME. SHEET FLOW
REMAINS TO THE BROAD FORESTED SWALE, THEREFORE, HYDROLOGICALLY, THE PRE -DEVELOPMENT CONDITION WILL REMAIN AT STUDY POINT 'B'.
ADEQUATE OUTFALL ANALYSIS DA 'A'
EXISTING RUNOFF FROM THIS DRAINAGE AREA CURRENTLY SHEET FLOWS TO THE ADJACENT PROPERTY AT STUDY POINT W. THE PRE -DEVELOPMENT
DRAINAGE AREA IS 0.96 ACRES WITH A CN=65 AND THE (MINIMUM TIME OF CONCENTRATION= 6 MINUTES. IT PRODUCES A PEAK DISCHARGE OF 1.05 CFS
FOR THE 1 YEAR STORM FREQUENCY, 1.77 CFS FOR THE 2 YEAR STORM FREQUENCY AND 4.21 CFS FOR THE 10 YEAR STORM FREQUENCY.
POST -DEVELOPMENT RUNOFF FROM THIS DRAINAGE AREA IIS DECREASED EVEN WITH THE ADDITION OF IMPERVIOUS AREA. THE POST -DEVELOPMENT
DRAINAGE AREA IS 0.61 ACRES WITH A CN=68 AND THE (MINIMUM TIME OF CONCENTRATION= 6 MINUTES. WITHOUT USING RUNOFF REDUCING METHODS, IT
PRODUCES A PEAK DISCHARGE OF 0.85 CFS FOR THE 1 'YEAR STORM FREQUENCY, 1.35 CFS FOR THE 2 YEAR STORM FREQUENCY AND 2.98 CFS FOR
THE 10 YEAR STORM FREQUENCY.
PER VIRGINIA CODE SECTION 9VAC25-870-66(D), SINCE THERE IS A DECREASE IN VOLUMES OF SHEET FLOW AND THERE DO NOT APPEAR TO BE ANY
EXISTING DRAINAGE PROBLEMS IN THIS AREA, IT IS THE OPINION OF THE DESIGN ENGINEER THAT THIS DRAINAGE AREA MEETS THE REQUIREMENTS OF
9VAC25-870-66(D) AND NO FURTHER WATER QUANTITY CONTROLS ARE REQUIRED.
ADEQUATE OUTFALL ANALYSIS DA 'B'
EXISTING RUNOFF FROM THIS DRAINAGE AREA CURRENTLY SHEET FLOWS TO THE ADJACENT PROPERTY AT STUDY POINT 'B'. THE PRE -DEVELOPMENT
DRAINAGE AREA IS 5.97 ACRES WITH A CN=71 AND A TIMIE OF CONCENTRATION= 13.9 MINUTES. IT PRODUCES A PEAK DISCHARGE OF 7.13 CFS FOR THE
1 YEAR STORM FREQUENCY, 10.94 CFS FOR THE 2 YEAR STORM FREQUENCY AND 23.34 CFS FOR THE 10 YEAR STORM FREQUENCY.
POST -DEVELOPMENT RUNOFF FROM THIS DRAINAGE AREA IIS DECREASED EVEN WITH THE ADDITION OF IMPERVIOUS AREA. THE POST -DEVELOPMENT
DRAINAGE AREA IS 6.32 ACRES WITH A CN=74 AND A TIME OF CONCENTRATION =29.5 MINUTES. USING LEVEL SPREADERS TO MAINTAIN SHEET FLOW, IT
PRODUCES A PEAK DISCHARGE OF 5.98 CFS FOR THE 1 YEAR STORM FREQUENCY, 8.92 CFS FOR THE 2 YEAR STORM FREQUENCY AND 18.26 CFS FOR
THE 10 YEAR STORM FREQUENCY.
PER VIRGINIA CODE SECTION 9VAC25-870-66(D), SINCE THERE IS A DECREASE IN VOLUMES OF SHEET FLOW AND THERE DO NOT APPEAR TO BE ANY
EXISTING DRAINAGE PROBLEMS IN THIS AREA, IT IS THE OIPINION OF THE DESIGN ENGINEER THAT THIS DRAINAGE AREA MEETS THE REQUIREMENTS OF
9VAC25-870-66(D) AND NO FURTHER WATER QUANTITY CONTROLS ARE REQUIRED.
REVISIONS:
ROBERT E. VWMILLIA , JR, a
_16 Lic. No. 025886
071101 16
DATE: JUNE, 2016
SCALE: IN/A
DRAI ING NAME:
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ROBERT E. VWMILLIA , JR, a
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DATE: JUNE, 2016
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ATTACHMENT 5
RESOLUTION TO APPROVE
P 2014-16 CANS CHRISTIAN CHURCH
HEREAS, the Canaan Christian Center (fibs 'Owner") Is the record owner of Tax Map and Parcel
Number 08000-00-00-02100 (the NProperty")s and
WHEREAS, , the Owner filed an,application in 2002 for a special use porrrait to build s Church
( P 00-2-056), which was approved by the Board In Turns 2005, but the Owner did not commence the use
within the five year timeline due to financial oonstralnts; and
WHEREAS, , the Owner filed s second application to build a church with a 1.50 -seat sanctuary ani 50
gravel parking spaces on the Proporty, and the applioStiori is dentifled as Special Use Pormit 2014-00016
Canaan Christian Ch.ur h (�$P 2014-16), and
WHEREAS, the proposed usa is allowed on the Property by special use permit under Albemarle
County Crile § 18-%2.2(35),, and
WHEREAS, on September 'I,0`I ; after a dullynoticed public hearing; the Alba.mrls -runty
Planning Commission recommended approval of SP 2014-16 with modified conditions, includiog anew
condition prohibiting all outdoor,lighting; and
WHEREAS, on October 14, 2015, the Albemarle County Board of Supervisors hold a duly noticed
public hearing on Sly 2014.10.
NOW, THEREFORE, BE rr RESOLVED that, upon consideration of the foregoing, the Transmittal
Report prepared for SP 2014,16 and all of its attachments, Including staTsexpressed concerns about
prohibiting all outdoor lighting If thechurch holds evening events and activities, the information presented at
the public .herring, and the factors relevant to s special use permit in Albermarle County Code § 18-33<8, the
Abernade County Board of Supervisors hereby approves SR 2014-16, subject to the conditions attached
hereto.
-2014.0001f Genesee Christian Church Conditions
1. Development and use shall be In general acrd with the conceptual plan titled "Spacial Use Permit
x"2014-010 Canaan ChristianChurch" prepared by' illlams Enterprises Incorporated Laurel
Development Design and dated ,,lune 201 (hereafter "Conoaptural Man"), as determined by the
Director of Planning and the Zoning Administrator, To be In ac rd with the ConcelptualPlan,.
development end €" shill reflect the foilowing malcw sia
ments within the d vela rnent essenfi rl to
the design of the development, a :shown on the on ptu l ?len.
a, location of.buildirr s and s6ructuras
b, location of parking areas
location ofentrance
*, crooded area to the west of the ohvtchl
Minor modifications to the plan which do not conflict with the elements abou* may be made to
ensure 000mpll mo.e with the Zoning Ordinance,.
2. The area of assembly shall be limited to a maximum of one hundred fifty (150) seat s nctuar r,
There shall be no day caro center or private school on the site without approval of aseparatespec,41
use permit;
a Health Department approval of s well and septic system smell be required prior to the issuanr e of a
building permit,
5. Commercial setback standards, as set forth in Section 21,7 of the Zoning Ordinance, sball bre
8
rnarnt insd adjacent to residential uses or other mural Area zoned property;
6, Screening in accordance with Section 82.7.9.7 shall be provided along the tree line on the w Cheer
of the property to screen the parking and church from the adjacent property,
7 i ht of way dedication of thirty (3.0),feetfrom the existing centerline of Ha aktown Roses (flute 74.4)
along the entire property frontage shall be required prior to the issuance of a Wilding perrrrit,
8, The use shall ockmmence on or before five () years from Board approval or the permit shall expire
and be :of no effect;
2, The outside play area activities shall be limited oto only take place during daytime hour& Lighting of
the play area shall not be permitted, The play area shall be Noted as far away as possible from the
adjacent residential properties, but In no case ah: ll the play area be located closer than seventy-five
(75) feet from any adjacent property lira, The outside play area location shall lz�e depicted on the site
Alam
10, OutdoDr simplified sound shall not be permitted,
11, Al outdoor lighting shall be only full c, off f`iNturres and shielded to reflect light away from ail abutting
properties: A, lighting plan. limiting light levels at all property lines to no granter than 03 foot candles
shall be submitted to the Zoning Adrninistr lor or their designees for approval,
0
P 014-16 CANAAN CHRISTIAN CHURCH
CONDITIONS OF APPROVAL ANALYSIS
I y RESPONSE: The de'veloprr ent and use is whin general accord with the
conceptual plan titled -4pedal Use Permit P2014-01Canaan Christian
Church", dated June, 2015,
a. The Imitions of buildings and structures. are n istent with the Conceptual
Plane.
b, The parking areas are consistent wit% the Conceptual Plan,
, The entrance is in a location consistent with the Conceptual Plan,
dx Landscaping andscreening is content with the Conceptual Dian and
additional landscaping has leen ,provided above and beyond what was
depicted on the Conceptual Plan. A wooden fence has also been ,added for
additional screening,
, The wooded area to the west of the church is consistent with the Conceptual
Plan with additional plantings provided with tlrNls plan.
2s RESPONSE. The area of assembNy has a capacity of 150 seats 'in the
sanctuary, wh" is consistent with: the Conceptus I Plan,
3s RESPONSE: Neither e day care nor pdvata Erol is proposed with this plan.
4. RESPONSE: Health Department approvals fbrR the proposed well and septic
system vAll be sought prior to obtaining building per=mit,
. RESPONSE: Commercial setback standards, as set forth in Section 21,7 of the
Zoning Ordinance, have been pfowd d and will be maintained adjacent to
resident al uses or other Rural Area zoned property.
6.. RESPONSE: Screening in accordarloo,with motion 3ZT,9,7 has been provided
along the tree line on the west/rear of the property to screen the parking and
church fare»» the adjacent propene. A fay has also been provided along the
west/rear property line to provide additional screening,
7. RESPONSE: ,A thirty foot (30') gide rd ht of way dedication has been provided
from the centedine of Hacktown Road, Rsute 7444 along the property frontage
and will be dedicated prior to building permit issuance.
8. RESPONSE: The use will commence within a five � ) year period from Board
approval. Otherwise the permit. shall expire.,
9. RESPONSE: The outside play area activitle will only occur during daytime
hours:, There Is no lighting proposal for the play area, The play area Is not
located within seventy-five feet (7 5) from any adjacent property line. The play
area is labeled on the site plain,
10. RESPONSE: There is no o tdm Sr Iffir d wind proposed.
11. RESPONSE: Other than building mounted lights for security, no site Nights are
proposed in the park! ng area or play area.
REVISI®NS:
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4WIWA,
ROBER
Lic, leo, 025886
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DATE: JUNE, 2016
SCALE: N/A
DRAWING NAME:
CONDITIONS
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