HomeMy WebLinkAboutSDP201300016 Plan - Approved 2013-05-06�f
ffo _
SANITARY SEWER SCHEDULE
(FASTING)
STRUCTURE
NO. DESCRIPTION
PIPE DESCRIPTION :=
ORIGIN DESTINATION
SIZE (INCHES) TYPE
FROM TO
1
MANHOLE
DI-3C, L=6'
TOP =
690.80
690.20
IN =
684.9
683.2
4
PVC
LATERAL
DI-3C, L=4'
OUT =
684,8
687.43
8
PVC
680.8
2
15
2
MANHOLE
OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
TOP
691,17
UNDERGROUND UTILITIES.
IN =
682.6
UTILITY OPERATORS FOR:
4
PVC
LATERAL
YARD DROP INLET
IN =
682.6
681.86
8
PVC
1
Q HDPE 5
IN
1 682.6
DI-3B, L=6'
8
PVC
4
C.) ELECTRIC
OUT =
682.5
DOMINION VIRGINIA POWER - (866) 808-0099
8
PVC
4
3
INVERT OUT
3
MANHOLE
15
TOP =
684.45
3
IN =
673.1
4
PVC
LATERAL
5.) MAY BE SUBJECT TO ADDITIONAL RESTRICTIONS OF RECORD.
IN =
672.9
00
8
PVC
5
=WATER METER
IN =
672.8
o
8
PVC
2
= FIRE HYDRANT
Ov i_M.6
0
U)
8
PVC
OUTSIDE SURVEY LIMITS
5
MANHOLE
TOP =
681.17
= WATER LINE
IN =
673.6
0
8
PVC
NORTH
= DEED BOOK
IN =
673.8
8
PVC
SOUTH
PAGE
OUT =
673.6
8
PVC
TMP
3
STORM DRAINAGE SCHEDULE.
(FXISTING)
STRUCTURE
NO. DESCRIPTION
KIRK HUGHES
&
ASSOCIATES
LAND SURVEYORS AND PLANNERS
220 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
(434) 296-6942
PIPE DESCRIPTION
ORIGIN /DESTINATION
SIZE (INCHES )L TYPE
FROM TO
1
DI-3C, L=6'
3904'20"
TOP
690.20
8.11'
INVERT OUT
683.2
15 1 HDPE T_ 2
51*55'40"
2
DI-3C, L=4'
11.44'
TOP
687.43
C3
INVERT IN
680.8
14.38'
15
HDPE
2
OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
INVERT OUT
1 6087
UNDERGROUND UTILITIES.
15
HDPE
UTILITY OPERATORS FOR:
3
= STORM DRAIN LINE
4
YARD DROP INLET
24 GRATE
TOP
681.86
C6
INVERT OUT
675.7
Q HDPE 5
NTELOS - (866) 808-0099
5
DI-3B, L=6'
CENTURYLINK - (866) 808-0099
TOP
681.59
C.) ELECTRIC
INVERT IN
675.0
DOMINION VIRGINIA POWER - (866) 808-0099
12
HDPE
4
>
UJI uj
INVERT OUT
671.1
>.:
15
HDPE
= CONCRETE CURB
3
CHARLOTTESVILLE CITY GAS - (434) 970-3800
F.) MISS UTILITY CONTACT INFORMATION: TELEPHONE: 1-800-552-7001.
0
,,,G
5.) MAY BE SUBJECT TO ADDITIONAL RESTRICTIONS OF RECORD.
LOT 1
D.B. 4257, PG. 377, 382 (PLAT)
I � _
I ��
LOT 2
4257, PG. 377, 382 (PLAT)
LOT 3
D.B. 4257, PG. 377, 382 (PLA
% cc "A-
00
A-�IABLE WIDTH WATERLINE &
SANITARY SEWER EASEMENT
D.B. 4257, PG. 377, 382 (PLAT} LIT) ___WL_ W L _WL_
cc 1
WHEATFIELD WAY
(23' PRIVATE R/W)
A&
ASPHALT Ir
F` 8" PVC SS
-0 SIGHT DISTANCE EASEMENT
"00
cc
DI
BENCH'N
4ARK #1
CORNEWOF DI
ELEV. = 696.28!
EX. 20' PRIVATE DRAINAGE I
D.B. 4257, PG. 377, 382
DI
Q
F-I 2
IRF N N 59*23'46"'- E-55.95f
IRF
CA
cc TMP
CC 685 055EO-O 1 - 1 1-0280Q
FUTURE",LOTS 28 -29
D.B. 4257, PG. -3 7, 382 (PLAT)
L.j CL
45
10
f.
54.41'
N 59-23161w 1 -'
I f I ( I I � ��� 4 -� _ - ._
00 YDI,
IRF j
cc
LLJ
w
WSJ
N
VICINITY MAP
SCALE 1" = 2000'
LOT 4
D.B. 4300, PG. 22, 27 (PLAT)
LOT 5
1. 4300, PG. 22, 27 (PLAT)
NOTES:
1. PROPERTY OWNERS:
TMP 055E0 701-11-02800 AND TMP 055E0-01-11-03000•
CRAIG ENTERPRISES INC.
POST OFFICE BOX 6156
CHARLOTTESVILLE, VA 22906
AND
TMP 055EO-01 -11 -00000
MARCH MOUNTAIN PROPERTIES I LLC
P.O. BOX 370
CR6ZET, VA 22932
2.) THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE
KIRK HUGHES
&
ASSOCIATES
LAND SURVEYORS AND PLANNERS
220 EAST HIGH STREET
CHARLOTTESVILLE, VA 22902
(434) 296-6942
RADIUS
aoW
OF KIRK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER HIS SUPERVISION; THAT
CH. BEARING
CHORD
THE ORIGINAL DATA WAS OBTAINED ON MARCH 1, 2013; AND THAT THIS PLAT, MAP OR DIGITAL
3904'20"
Q�zm
GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS
8.11'
N 7825'56" E
OTHERWISE NOTED.
C2
51*55'40"
3.) DATUM: � HORIZONTAL NAD-83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88.
21.30'
11.44'
4.) NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED, THE CONTRACTOR SHALL
20.58'
C3
DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE
Q
14.38'
CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
U
14.16'
OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
= UNKNOWN OR UNVERIFIED LOCATION
23.50'
UNDERGROUND UTILITIES.
12.22'
N 31*55'39" E
UTILITY OPERATORS FOR:
SD
= STORM DRAIN LINE
A.) WATER AND SEWER
28.22'
16.09'
ALBEMARLE COUNTY SERVICE AUTHORITY - (434) 531-0714, EXT. 146.
26.55'
C6
B.) TELEPHONE
= SANITARY SEWER LINE
8.70'
NTELOS - (866) 808-0099
N 41*12'2e W
cf)
CENTURYLINK - (866) 808-0099
DI
= DROP INLET
C.) ELECTRIC
10.75'
0
DOMINION VIRGINIA POWER - (866) 808-0099
YD1
D.) TELEVISION
>
UJI uj
122.05'
COMCAST -, (866) 808-0099
>.:
E.) GAS
= CONCRETE CURB
CHARLOTTESVILLE CITY GAS - (434) 970-3800
F.) MISS UTILITY CONTACT INFORMATION: TELEPHONE: 1-800-552-7001.
0
,,,G
5.) MAY BE SUBJECT TO ADDITIONAL RESTRICTIONS OF RECORD.
(j)
0
:Lzu
00
U,
1B
=WATER METER
o
C13
cc
LEGEND:
__2WL L 0 MH = MANHOLE
= STORM DRAINAGE GRATE
= TEMPORARY BENCH MARK
V) 8" PVC SS
STOP SIGN
STREET SIGN
��4 0
STORM DRAINAGE STRUCTURE
ERLINE & (D = SANITARY SEWER STRUCTURE
SEMENT x 689.20 = EXISTING SPOT ELEVATION
$82 (PLAT) IRF = IRON ROD FOUND
NF = NAIL FOUND
,-HDPE = HIGH-DENSITY POLYETHYLENE
'' _PVC = POLYVINYL 'CHLORIDE ,,PIPE
T BM == TEMPORARY BENCH MARK
1VArj: WHEATFIELD PLACE
I 'vvNAGE
CEMENT r77, 382 (PLAT)
4257, PG CEMENT
CC
DI t I cc
�+ l
V)
It
(n F_
C-)
00
T
--I
(23' PRIVATE R/W)
ASPHALT
8" PVC SS
FUTURE LOTS 12 -15
D.B. 4257, PG. 377, 382 (PLAT)
LOT 8
D.B. 4257, PG. 377, 382 (PLAT)
cc
LOT 9
D.B. 4257, PG. 377, 382 (PLAT)
685 _J
VARIABLE WIDTH WATERLINE
SANITARY SEWER EASEMENT C Ss
).B. 4257, PG. 377, 382 (PLAT)
co.
LOT 10
D.B. 4257, PG. 377, 382 (PLAT)
NO.
DELTA
RADIUS
aoW
TANGENT
CH. BEARING
CHORD
C1
3904'20"
Q�zm
15.62'
8.11'
N 7825'56" E
.15.33'
C2
51*55'40"
23.50'
21.30'
11.44'
N 56*34'04" W
20.58'
C3
35'03'45"
Q
14.38'
M
U
14.16'
?
= UNKNOWN OR UNVERIFIED LOCATION
23.50'
22.53'
12.22'
N 31*55'39" E
21.68'
SD
= STORM DRAIN LINE
23.50'
28.22'
16.09'
N 86*1222" W
26.55'
C6
SS
= SANITARY SEWER LINE
8.70'
4.40'
N 41*12'2e W
cf)
C7
DI
= DROP INLET
W
10.75'
0
_2
YD1
= YARD DROP INLET
135.41'
122.05'
1 N 16!13'33" E
C8
132,16
CC
= CONCRETE CURB
W
,,,G
= SANITARY SEWER LATERAL
00
F_
1B
=WATER METER
C-4
C13
J�P
= FIRE HYDRANT
0
U)
0
= WATER VALVE
I--
WL
= WATER LINE
0
D.B.
= DEED BOOK
r
PAGE
Lul
TMP
= TAX MAP— AND PAR-di
TC
= TOP OF CURB
NO.
DELTA
RADIUS
ARC
TANGENT
CH. BEARING
CHORD
C1
3904'20"
23.50'
15.62'
8.11'
N 7825'56" E
.15.33'
C2
51*55'40"
23.50'
21.30'
11.44'
N 56*34'04" W
20.58'
C3
35'03'45"
23.50'
14.38'
7.42'
N 13'04'21" W
14.16'
C4
54!56'15"
23.50'
22.53'
12.22'
N 31*55'39" E
21.68'
C5
68'47'43"
23.50'
28.22'
16.09'
N 86*1222" W
26.55'
C6
21*12'17"
23.50'
8.70'
4.40'
N 41*12'2e W
8.65'
C7
03'39'34"
123.50'
11.50'
10.75'
1 N 28-46'27" W
11.50"
86!20'26-
123.50'
135.41'
122.05'
1 N 16!13'33" E
C8
132,16
11 -
APPROVED
by the Albemarle county
COmftiunk Development Department
Date -5- 6- ao 13
File s'b;_Pa6 13 do o I (a
TOPOGRAPHIC SURVEY:
LOTS 28 - 32 AND OPEN, SPACE
OLD TRAIL, BLOCK 11
ALBEMARLE COUNTY, VIRGINIA
MARCH 1, 2013
10, 0 10' 20, 30 FEET
SCALE: 1" = 10'
CONTOUR INTERVAL = 1'
KIRK HUGHES & ASSOCIATES
LAND SURVEYORS & PLANNERS
220 EAST HIGH STREET
CHARLOTTESVILLE, VIRGINIA 22902
(434) 296-6942
FILE: 2012-126, 2012126-01.DWG
CSDP201300016)
FILE NO.:
2012-126
2012126-01.DWG
OF P
r-) G. V. HUGHES iD
LrC. NO. 1458
���� -13
10
STJP.,q,o
MARCH 1,
APRIL 22, 2013 1
SCALE: 1 10,
CONTOUR INTERVAL = 1'
SHEET TITLE:
EXISTING CONDITIONS
SHEET NO.:
1000
n
SANITARY SEWER SCHEDULE
(EXISTING)
STRUCTURE
NO. DESCRIPTION
PIPE DESCRIPTION
ORIGIN DESTINATION
SIZE INCHES TYPE
FROM TO
1
MANHOLE
DI -3C, L =6
TOP =
690.80
690.20
IN =
684.9
683.2
4
PVC
LATERAL
DI -3C, L =4
OUT =
684.8
687.43
8
PVC
680.8
2
15
2
MANHOLE
C4
TOP =
691.17
22.53'
IN =
682.6
21.68'
4
PVC
LATERAL
YARD DROP INLET
IN =
682.6
681.86
8
PVC
1
12 HDPE 5
IN =
682.6
DI -3B, L=6
8
PVC
4
1.50'
OUT =
682.5
1.50'
8
PVC
4
3
INVERT OUT
3
MANHOLE
15
TOP =
684.45
3
IN =
673.1
4
PVC
LATERAL
IRF
IN =
672.9
8
PVC
5
1 N_=j_j
672.8
NF
8
PVC
2
OUT =
672.6
yWl�
8
PVC
I
OUTSIDE SURVEY LIMITS
= HIGH - DENSITY POLYETHYLENE
5
MANHOLE
i
TOP =
681.17
z
IN =
673.6
TBM
8
PVC
NORTH
`A
IN =
673.8
8
PVC
SOUTH
= UNKNOWN OR UNVERIFIED LOCATION
OUT =
673.6
r
8
PVC
3
SD
= STORM DRAIN LINE
I
I�
0
t I I
L;L;
VRABILE WIDTH WATERLINE &
SANITARY SEWER EASEMENT �, r
D.B. 4257, PG. 377, 382 (PLAT)
- -86 -WL __ -WL -WL- WL ---WL ---W� --®- --'NL - --WL --
Cc i. t WHEATFlELD WAY f v
(23' PRIVATE R /W)
..•
ASPHALT
F- - -- i - - \�, 8" PVC SS
SIGHT DISTANCE EASEMENT
_� _ N 59'2346* E 96.00 _ . //M. 4257, PG. 377, 382 PLAT
_.pi :__... 18.1 1 0 77.8 - _..
N 59'2346 E 62.38
i w =
RF
I
15.3 _.._..
46.99
STORM DRAINAGE SCHEDULE
(EXISTING)
STRUCTURE
NO. DESCRIPTION
DELTA
PIPE DESCRIPTION
ORIGIN DESTINATION
SIZE INCHES TYPE
FROM TO
1
DI -3C, L =6
3904'20"
TOP
690.20
8.1.1'
INVERT OUT
683.2
15 HDPE 2
51'55'40"
2
DI -3C, L =4
11.4
TOP
687.43
C3
INVERT IN
680.8
14.38'
15
HDPE
2
C4
INVERT OUT
608.7
22.53'
15
HDPE
21.68'
3
68'47'43'
4
YARD DROP INLET
24 GRATE
TOP
681.86
C6
INVERT OUT
675.7
12 HDPE 5
4.40'
5
DI -3B, L=6
C7
TOP
681.59
1.50'
INVERT IN
675.0
1.50'
12
HDPE
4
35.41'
INVERT OUT
671.1
32.16'
15
HDPE
= PROPOSED SPOT ELEVATION
3
I
LOT 1
D.B. 4257, PG. 377, 382 (PLAT)
LOT 2
4257, PG. 377, 382 (PLAT)
LOT 3
D.B. 4257, PG. 377, 382 (PLA
CURVE TABLE:
NO.
DELTA
RADIUS
ARC
TANGENT
CH. BEARING
CHORD
Cl
3904'20"
23.50'
15.62'
8.1.1'
N 78'25'56" E
15.33'
C2
51'55'40"
23.50'
21.30'
11.4
N 5634'04" W
20.58'
C3
35703'45"
23.50'
14.38'
7.42'
N 13'04'21" W
14.16'
C4
54'56'15"
23.50'
22.53'
12.22'
N 31'55'39" E
21.68'
C5
68'47'43'
23.50'
28.22'
16.09'
N 86'12'22" W
26.55'
C6
21' 12' 17"
23.50'
8.70'
4.40'
N 41' 12'22" W
8.65'
C7
03'39'34'
23.50'
1.50'
0.75'
N 28'46'27' W
1.50'
C8
86'20'26'
23.50'
35.41'
22.05'
IN 16'13'33" E
32.16'
LOT 4
D.B. 4300, PG. 22, 27 (PLAT)
yo1
LOT 30'
(0.044 ACRES)
RESIDENCE
FFE = 693.00
1 )
CC /
LOT 5
3. 4300, PG. 22, 27 (PLAT)
cc
I 1j.
___�2WL- -WE - -yyL
J(D 8" PVC SS
NOTES:
1.) PROPERTY OWNER:
TMP 055EO -01 -11 -02800 AND TMP 055EO- 01 -11- 03000.
CRAIG ENTERPRISES INC.
POST OFFICE BOX 6156
CHARLOTTESVILLE, VA 22906
AND
TMP 055EO- 01- 11 -000GO
MARCH MOUNTAIN PROPERTIES I LLC
P.O. BOX 370
CROZET, VA 22932
2.) EFFECTED PARCELS: TMP 055EO- 01 -11- 02800, TMP 055EO- 01- 11- 03000,'AND TMP
055EO- 01- 11 -000GO
3.) ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT).
4.) PLANNED LAND USE: MULTI- FAMILY RESIDENTIAL.
5.) EXISTING SANITARY SEWER: ALBEMARLE COUNTY SYSTEM
6.) EXISTING WATER: ALBEMARLE COUNTY SYSTEM
7. PROPERTY SHOWN HEREON LIES WITHIN THE LICKINGHOLE CREEK WATER SUPPLY
WATERSHED AND DOES NOT LIE WITHIN AN AGRICULTURAL AND FORESTAL DISTRICT.
8.) PROPERTY LIES WITHIN FLOOD ZONE "X "; NOT A F.E.M.A. DEFINED 100 -YEAR FLOODPLAIN.
9.) ALL LOTS CONTAIN BUILDING SITES AS REQUIRED BY SECTION 18.4.2.1 OF THE', ZONING
ORDINANCE.
10.) ALL LOTS COMPLY WITH CHAPTER 18 OF THE ALBEMARLE COUNTY CODE.
11.) THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO
THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA
DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE.
12.) IT IS NOTOTHTE INTENT OF THIS SITE PLAN AMENDMENT TO ALTER THE REQUIREMENTS OR
RESTRICTIO F HE ORIGINAL APPROVED OLD TRAIL VILLAGE BLOCK 11 MINOR SITE PLAN
QAMENDMENT BUT ONLY TO ALTER THE RESIDENTIAL LAYOUT OF THIS SITE AND PRO POSED TREE
LOCATIONS AS SHOWN HEREON, FOR ADDITIONAL INFORMATION AND CANOPY CALCULATIONS
PLEASE REFER TO SAID OLD TRAIL VILLAGE BLOCK 11 MINOR SITE PLAN AMENDMENT �^
PREPARED BY COLLINS ENGINEERING DATED AUGUST 28, 2012. J
4
l I
VARIABLE WIDTH
TATERLINE &
001
ref
SANITARY SEWER
II EASEMENT -
D.B. 4257, PG. 377, 382 (PLAT) /'
= MANHOLE (MH)
W
;W
yo1
LOT 30'
(0.044 ACRES)
RESIDENCE
FFE = 693.00
1 )
CC /
LOT 5
3. 4300, PG. 22, 27 (PLAT)
cc
I 1j.
___�2WL- -WE - -yyL
J(D 8" PVC SS
NOTES:
1.) PROPERTY OWNER:
TMP 055EO -01 -11 -02800 AND TMP 055EO- 01 -11- 03000.
CRAIG ENTERPRISES INC.
POST OFFICE BOX 6156
CHARLOTTESVILLE, VA 22906
AND
TMP 055EO- 01- 11 -000GO
MARCH MOUNTAIN PROPERTIES I LLC
P.O. BOX 370
CROZET, VA 22932
2.) EFFECTED PARCELS: TMP 055EO- 01 -11- 02800, TMP 055EO- 01- 11- 03000,'AND TMP
055EO- 01- 11 -000GO
3.) ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT).
4.) PLANNED LAND USE: MULTI- FAMILY RESIDENTIAL.
5.) EXISTING SANITARY SEWER: ALBEMARLE COUNTY SYSTEM
6.) EXISTING WATER: ALBEMARLE COUNTY SYSTEM
7. PROPERTY SHOWN HEREON LIES WITHIN THE LICKINGHOLE CREEK WATER SUPPLY
WATERSHED AND DOES NOT LIE WITHIN AN AGRICULTURAL AND FORESTAL DISTRICT.
8.) PROPERTY LIES WITHIN FLOOD ZONE "X "; NOT A F.E.M.A. DEFINED 100 -YEAR FLOODPLAIN.
9.) ALL LOTS CONTAIN BUILDING SITES AS REQUIRED BY SECTION 18.4.2.1 OF THE', ZONING
ORDINANCE.
10.) ALL LOTS COMPLY WITH CHAPTER 18 OF THE ALBEMARLE COUNTY CODE.
11.) THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO
THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA
DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE.
12.) IT IS NOTOTHTE INTENT OF THIS SITE PLAN AMENDMENT TO ALTER THE REQUIREMENTS OR
RESTRICTIO F HE ORIGINAL APPROVED OLD TRAIL VILLAGE BLOCK 11 MINOR SITE PLAN
QAMENDMENT BUT ONLY TO ALTER THE RESIDENTIAL LAYOUT OF THIS SITE AND PRO POSED TREE
LOCATIONS AS SHOWN HEREON, FOR ADDITIONAL INFORMATION AND CANOPY CALCULATIONS
PLEASE REFER TO SAID OLD TRAIL VILLAGE BLOCK 11 MINOR SITE PLAN AMENDMENT �^
PREPARED BY COLLINS ENGINEERING DATED AUGUST 28, 2012. J
4
l I
VARIABLE WIDTH
TATERLINE &
LEGEND:
ref
SANITARY SEWER
II EASEMENT -
D.B. 4257, PG. 377, 382 (PLAT) /'
= MANHOLE (MH)
W
W
V
= STORM DRAINAGE GRATE
Z�zW
= TEMPORARY BENCH MARK
Lu
CL
SIGN
Q
0
STORM DRAINAGE STRUCTURE
m
z
Q
Q
0
= SANITARY SEWER STRUCTURE
CV
F=
-WL
(
x (689.2)
= PROPOSED SPOT ELEVATION
I
W
OC
IRF
= IRON ROD FOUND
w
<
W
C
NF
= NAIL FOUND
o
yWl�
or.
0
I
HDPE
= HIGH - DENSITY POLYETHYLENE
o
i
w
z
LOT 8
TBM
= TEMPORARY BENCH MARK
.�
`A
J
D.B. 4257, PG. 377, 382 (PLAT)
)
o
= UNKNOWN OR UNVERIFIED LOCATION
r
�-
uJ J
SD
= STORM DRAIN LINE
I
DI
= DROP INLET
C a
YDI
= YARD DROP INLET
0
= N
3._.
CC
= EXISTING CONCRETE CURB
�-
SANITARY SEWER LATERAL
ccV
`fie
f
I
= WAT M
I
O
LONDON PLANETREE SEE NOTE 12
a8a3
= REDBUD "CERCIS CANADENSIS" (SEE NOTE 12)
i
-
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D.B. 4257, PG. 377, 382 (PLAT)
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY,
INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED
FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS
DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT.
WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE
INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND
MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL-VERTICAL). WHERE
REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE
ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN
IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED
NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR
UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED
CONCRETE PIPE CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH
OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
KIRK HUGHES
8t
ASSOCIATES
LAND SURVEYORS AND PLANNERS
220 EAST HIGH STREET
CHARLOTTESVILLE, VA. 22902
(434) 296 -6942
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FILE NO.:
2012 -126
DWG. NO.:
2012126- o1.DWG
4
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DATE: MARCH 1, 2013 Al
REVISIONS: APRIL 22, 2013
SCALE:
HORIZONTAL: 1' = 10'
CONTOUR INTERVAL = 1'
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FILE NO.:
2012 -126
DWG. NO.:
2012126- o1.DWG
4
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DATE: MARCH 1, 2013 Al
REVISIONS: APRIL 22, 2013
SCALE:
HORIZONTAL: 1' = 10'
CONTOUR INTERVAL = 1'
SHEET TITLE:
SHEET NO.:
2.00