HomeMy WebLinkAboutSDP200900091 Plan - As-built 2011-10-04d
Z
x
ww
z
zw
rn
z
JJ
0
U
0
CN
O
U
c
3
N
NO
v
v
a
0
c
v
E
v
z
ww
z
0
z
w
n
z
JJ
0
wO
GENERAL NOTES
OWNER: CHARLOTTESVILLE REALTY CORPORATION
P.O. BOX 6340
CHARLOTTESVILLE, VA 22906 MALL IDE FORE T AND ARDEN REEKDEVELOPER: COLEWAY DEVELOPMENT, LLC
LEGEND
I EXISTING CULVERT
CUL VERT
EDGE OF PAVEMENT
DITCH LINE AND FLOW DIREC77ON
DRIVEWAY CULVERT
BENCH MARK
VDOT STANDARD STOP SIGN
200•-•--•--•---•-- EXIS77NG CONTOUR
200 PROPOSED CONTOUR
VICINITY MAP
SCALE: 1" = 1000'
ROAD AS-BUILTS
RIO MAGISTERIAL DISTRICT
1 I tLTSING 'f 1-,
Al
t 1 1 I i Ih'il /
P'O
0tI rlIlllllill,! r11 /Illli'I,1
I ; .1 I I !
Bb
INE
httil 1', I1`
v
IIx
ItI
I. <v11/
I
111''
1111'1\
i r I I 1 1 1 1 l\ 1 /// 111 II I I l I I1111
11 1 I I \ \ «•---- 1 Irl, I ) ) ,' I :, / 1i1i 1
C
lIJII
I„l'/
fONING LINE
r
TiltII
CN
TtI
1 AL1
EAvTI
1 ,,,'-'/
EP T t
1 L ( F Q' A TI QN-
e 1' R 00 AEKIAL, F7ESIDENTJdL .1 %
0/
iJ'I
I 1 \ /1lTM : 1 011 0-/00-% -` / l//,1'111
U VACIA4T __ \ - / / I \\ -,- .`'\ \ '' /' ./l'Illti
I'I!l! l l I I/ 11 \_ ,t i1 \ \\ ` ` `--- i lI(glir r ' 0 F PATR CIA
i i ilglli ; r111 I % ZO E: IGHW C MM RCI L
111,,III T 00 0- 24
C-1 G-a )i = _-t`'1r
i1 i it + U E: ESID L M LTI AMIPG. 63
i i'i'i --•,o--- - ` t 1 11 1 / I ` , //
cy
r
I
CO MU I TY MI DRAGE LLC
lI
111;' - '/ /
I-`
ZO E: G WAY MNfRC L
SE: STORA
288
1
I /
1 11 /ii/
W OD, L F JR & CIA E
NE: HC IGHWAY COM
MP: 061 0-00-00-12410
SE: RIV LS SPORTS BAR
610 PG. 27
C
CENTRAL TL EPH COQ
NE: CO COM L 1 OFFLC
06100- -1 0
SE: FFIC UI DI '~ `
I
a
OWNER
CHARLOTTESVILLE REALTY CORPORATION
P.O. BOX 6340
CHARLOTTESVILLE, VA 22906
DEVELOPER
COLEWAY DEVELOPMENT, LLC
610 PRESTON STREET
CHARLOTTESVILLE, VA 22902
SHEET LAYOUT
SCALE: 1" = 100'
M
1
ENGINEER
COLLINS ENGINEERING
200 GARRETT ST., SUITE K
CHARLOTTESVILLE, VA 22902
434.293.3719
GENERAL CONSTRUCTION NOTES FOR STREETS
1. ALL MATERIALS AND CONS7RUC77ON MUST BE TESTED AND DOCUMENTED
ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS.
2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED Wl77-IIN THE
PUBLIC RIGHT-OF-WAY OR WI THIN EASEMENTS PRIOR TO ACCEPTANCE. ALL
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR
A NATURAL WATERCOURSE.
J. GUARDRAIL LOCA T70NS ARE APPROXIMATE. EXACT LENGTH, LOCA TION, AND
APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF
CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA TIONS NOT
SHOWN WHEN, IN 774E OPINION OF VDOT (FOR PUBLIC ROADS), OR THE COUNTY
ENGINEER (FOR PRIVATE ROADS) , OR DESIGNEE, IT IS DEEMED NECESSARY.
WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET
FROM THE EDGE OF THE PAVEMENT TO THE FACE OF GUARDRAIL, AND
ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
4. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY
ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C).
5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN 77AL DRI VEWA Y
EN7RANCES SHALL CONFORM TO VDOT STANDARD PE -1.
6. COMPLIANCE W/TH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH
SECTIONS, AS SHOWN ON 77 -IE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE
STRICTLY ADHERED TO.
7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION
PLAT VALIDA 770N. SHOULD 774E FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR
TO SIGNING AND RECORDATION, 7HEN APPROVAL OF THESE PLANS SHALL BE
NULL AND VOID.
8. ALL SIGNS OR 07HER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA
MANUAL FOR UNIFORM 7RAFFIC CONTROL DEVICES AND THE ALBEMARLE
COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE
INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE
SAFE AND CONVENIENT ACCESS.
10. 774E SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW
THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
11. VDOT STANDARD CD -1 AND CD -2 CROSS -DRAINS UNDER TO BE INSTALLED
UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANS177ONS AND GRADE
SAG POINTS AS SHOWN ON THE ROAD PROFILES
12. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND
CUL VER TS THA T ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS
THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S
VIDEO CAMERA INSPEC77ON PROCEDURE.
ROAD NOTES
GJ.]RG..fiG.LL G
1. THE LA TEST EDI 710M OF 774E ROAD & BRIDGE SPECIFICA ]IONS, 7HE ROAD & BRIDGE
STANDARDS OF 774E VIRGINIA DEPARTMENT OF 7RANSPORT4770N SPECIFICATIONS SHALL
GOVERN THE MATERIAL AND CONS7RUC77ON METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
FROM 774E ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY W977-1
SUITABLE MA 7ER/AL TO THE SA 77SFAC77ON OF 774E ENGINEER.
J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT. OTHER TREES AND VE•GETA77ON WHICH OBSTRUCT SIGHT DISTANCES
AT ROAD /N7E•RSEC7701VS SHALL BE REMOVED.
4. ALL VEGETA71ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
PRIOR TO 774E CONS7RUC77ON OF 774E SUBGRADE.
DRA/NAGS'
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WIN
A MINIMUM COVER OF ONE (1) FOOT.
2. STANDARD UNDERORA/NS (CD -1 OR CO -2 OR UO -4'S) TO BE PROVIDED AS INDICATED ON
THE PLANS, OR WHERE FIELD COND/77ONS INDICA 7E
J. ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH
AND HAVE A M/NIMUd DIAMETER OF FIF7E'EN (15) INCHES AND SHALL BE PLACED IN
ACCORDANCE WITH 7HE VIRGINIA DEPARIINENT OF TRANSPORTAION SPECIFICATIONS UNLESS
07HERWSE N07ED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE
ENGINEER. DRAINAGE- EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
COURSE.
PA VEMENT
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
OF 7HE AGGREGA 7E BASE MA 7E•R/AL. IF 7HE SSV VALUES ARE LESS THAN 10, THE
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 774E PROPOSED
METHOD OF CORREC710N.
2. SUBGRADE MUST BE APPROVED BY 7HE ENGINEER FOR GRADE, TEMPLA 7E AND
COMPACTION BEFORE BASE /S PLACED.
J. TEST REPORTS ON SELECT MA TER/ALS MUST BE SUBMITTED SHOWING 7HE MA 7ER/AL
MEETS REQUIRED GRADATION FOR TYPE I, ll, OR Ill PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WLL BE WAIVED IN 774E EVENT 7HA T
7HE SURFACE COURSE IS BEGINNING A T THE COMPLE77ON OF THE INSTALLA 77ON OF THE
AGGREGATE BASE. IN 77 -IE EVENT THAT 774E SURFACE COURSE IS APPLIED PRIOR TO 60
DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGA 7E SPREADER IS REQUIRED WHEN PLACING AGGREGA 7E BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC71ON
BEFORE SURFACE TREATMENT IS APPLIED.
Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
PRIME COAT RC -250 ® 0.3 GAL./SQ, YD.).
8. BITUMINOUS SURFACE TO BE APPLIED /N ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTA TION SPECIFICA 77ONS
9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL S7RUCTURES 7HAT DO
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WI7HIN 7HE RIGHT OF WAY. ONLY 77-IOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
774E STREETS RIGHT OF WAY.
LIST 1: GENERAL CONSTRUCTION NOTES
1. PRIOR 70 ANY CONS7RUC77ON WITHIN ANY EX/S71NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO
ANY EXIS77NG ROAD, A PREM/T SHALL BE OBTAINED FROM THE VIRGINIA DEPAR7MENT OF 7RANSPORTA770N
VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF 774E PERMIT. WHERE
ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF 7HE PERMIT SHALL GOVERN.
2. ALL MA 7ER/ALS AND CONSIRUC7701V ME7HOOS SHALL CONFORM TO CURRENT SPECIFICA7701VS AND
STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 07HER
CONS7RUCRION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE,
LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABL/ZA71ON MAT LINED DITCH MAY BE REQUIRED WHEN /N 7HE OPINION OF THE
COUNTY ENGINEER, OR DESIGNEE, IT /S DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
Z ALL 7RAMC CON7ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES
8. UNLESS 07HERWSE Ill ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill.
9. ALL EXCAVA7701V FOR UNDERGROUND PIPE INSTALLA7701V MUST COMPLY WITH OSHA STANDARDS FOR THE
COIVSTAV07701V INDUSTRY (29 CFR PART 1926).
Sheet List Table
610 PRESTON STREET
Sheet Title
CHARLOTTESVILLE, VA 22902
COVER
CONTACT: MR. ANDY MCGINTY
ROAD PLANS
434.242.7412
ENGINEER: COLLINS ENGINEERING
200 GARRET ST., SUITE K
CHARLOTTESVILLE, VA 22902
TELEPHONE: (434)293-3719
FAX: (434)293-2813
CONTACT: MR. SCOTT COLLINS, P.E.
EMAIL: SCOTTOCOLLINS-ENGINEERING. COM
STREETS: CURB & GUTTER
WATERSHED: THIS SITE DRAINS TO THE SOUTH FORK RIVANNA DRAINAGE WAY AND WATERSHED.
TOPOGRAPHY/SURVEY: TOPOGRAPHY CREATED FROM AERIAL SURVEY PROVIDED BY LOUISA AERIAL SURVEYS, INC ON
JANUARY 17, 2009. SURVEY INFORMATION PROVIDED BY COMMONWEALTH LAND SURVEYING,
LLC IN JANUARY 2009.
AS -BUILT SURVEY CREATED BY MERIDIAN PLANNING GROUP, LLC AUGUST 12, 2011.
LEGEND
I EXISTING CULVERT
CUL VERT
EDGE OF PAVEMENT
DITCH LINE AND FLOW DIREC77ON
DRIVEWAY CULVERT
BENCH MARK
VDOT STANDARD STOP SIGN
200•-•--•--•---•-- EXIS77NG CONTOUR
200 PROPOSED CONTOUR
VICINITY MAP
SCALE: 1" = 1000'
ROAD AS-BUILTS
RIO MAGISTERIAL DISTRICT
1 I tLTSING 'f 1-,
Al
t 1 1 I i Ih'il /
P'O
0tI rlIlllllill,! r11 /Illli'I,1
I ; .1 I I !
Bb
INE
httil 1', I1`
v
IIx
ItI
I. <v11/
I
111''
1111'1\
i r I I 1 1 1 1 l\ 1 /// 111 II I I l I I1111
11 1 I I \ \ «•---- 1 Irl, I ) ) ,' I :, / 1i1i 1
C
lIJII
I„l'/
fONING LINE
r
TiltII
CN
TtI
1 AL1
EAvTI
1 ,,,'-'/
EP T t
1 L ( F Q' A TI QN-
e 1' R 00 AEKIAL, F7ESIDENTJdL .1 %
0/
iJ'I
I 1 \ /1lTM : 1 011 0-/00-% -` / l//,1'111
U VACIA4T __ \ - / / I \\ -,- .`'\ \ '' /' ./l'Illti
I'I!l! l l I I/ 11 \_ ,t i1 \ \\ ` ` `--- i lI(glir r ' 0 F PATR CIA
i i ilglli ; r111 I % ZO E: IGHW C MM RCI L
111,,III T 00 0- 24
C-1 G-a )i = _-t`'1r
i1 i it + U E: ESID L M LTI AMIPG. 63
i i'i'i --•,o--- - ` t 1 11 1 / I ` , //
cy
r
I
CO MU I TY MI DRAGE LLC
lI
111;' - '/ /
I-`
ZO E: G WAY MNfRC L
SE: STORA
288
1
I /
1 11 /ii/
W OD, L F JR & CIA E
NE: HC IGHWAY COM
MP: 061 0-00-00-12410
SE: RIV LS SPORTS BAR
610 PG. 27
C
CENTRAL TL EPH COQ
NE: CO COML 1 OFFLC
06100- -1 0
SE: FFIC UI DI '~ `
I
a
OWNER
CHARLOTTESVILLE REALTY CORPORATION
P.O. BOX 6340
CHARLOTTESVILLE, VA 22906
DEVELOPER
COLEWAY DEVELOPMENT, LLC
610 PRESTON STREET
CHARLOTTESVILLE, VA 22902
SHEET LAYOUT
SCALE: 1" = 100'
M
1
ENGINEER
COLLINS ENGINEERING
200 GARRETT ST., SUITE K
CHARLOTTESVILLE, VA 22902
434.293.3719
GENERAL CONSTRUCTION NOTES FOR STREETS
1. ALL MATERIALS AND CONS7RUC77ON MUST BE TESTED AND DOCUMENTED
ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS.
2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED Wl77-IIN THE
PUBLIC RIGHT-OF-WAY OR WI THIN EASEMENTS PRIOR TO ACCEPTANCE. ALL
DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR
A NATURAL WATERCOURSE.
J. GUARDRAIL LOCA T70NS ARE APPROXIMATE. EXACT LENGTH, LOCA TION, AND
APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF
CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA TIONS NOT
SHOWN WHEN, IN 774E OPINION OF VDOT (FOR PUBLIC ROADS), OR THE COUNTY
ENGINEER (FOR PRIVATE ROADS) , OR DESIGNEE, IT IS DEEMED NECESSARY.
WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET
FROM THE EDGE OF THE PAVEMENT TO THE FACE OF GUARDRAIL, AND
ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
4. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY
ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C).
5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN 77AL DRI VEWA Y
EN7RANCES SHALL CONFORM TO VDOT STANDARD PE -1.
6. COMPLIANCE W/TH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH, AND DITCH
SECTIONS, AS SHOWN ON 77 -IE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE
STRICTLY ADHERED TO.
7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION
PLAT VALIDA 770N. SHOULD 774E FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR
TO SIGNING AND RECORDATION, 7HEN APPROVAL OF THESE PLANS SHALL BE
NULL AND VOID.
8. ALL SIGNS OR 07HER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA
MANUAL FOR UNIFORM 7RAFFIC CONTROL DEVICES AND THE ALBEMARLE
COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE
INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE
SAFE AND CONVENIENT ACCESS.
10. 774E SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW
THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS.
11. VDOT STANDARD CD -1 AND CD -2 CROSS -DRAINS UNDER TO BE INSTALLED
UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANS177ONS AND GRADE
SAG POINTS AS SHOWN ON THE ROAD PROFILES
12. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND
CUL VER TS THA T ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS
THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S
VIDEO CAMERA INSPEC77ON PROCEDURE.
ROAD NOTES
GJ.]RG..fiG.LL G
1. THE LA TEST EDI 710M OF 774E ROAD & BRIDGE SPECIFICA ]IONS, 7HE ROAD & BRIDGE
STANDARDS OF 774E VIRGINIA DEPARTMENT OF 7RANSPORT4770N SPECIFICATIONS SHALL
GOVERN THE MATERIAL AND CONS7RUC77ON METHODS OF THIS PROJECT.
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED
FROM 774E ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY W977-1
SUITABLE MA 7ER/AL TO THE SA 77SFAC77ON OF 774E ENGINEER.
J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE
ENTIRE EASEMENT. OTHER TREES AND VE•GETA77ON WHICH OBSTRUCT SIGHT DISTANCES
AT ROAD /N7E•RSEC7701VS SHALL BE REMOVED.
4. ALL VEGETA71ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER
PRIOR TO 774E CONS7RUC77ON OF 774E SUBGRADE.
DRA/NAGS'
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WIN
A MINIMUM COVER OF ONE (1) FOOT.
2. STANDARD UNDERORA/NS (CD -1 OR CO -2 OR UO -4'S) TO BE PROVIDED AS INDICATED ON
THE PLANS, OR WHERE FIELD COND/77ONS INDICA 7E
J. ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH
AND HAVE A M/NIMUd DIAMETER OF FIF7E'EN (15) INCHES AND SHALL BE PLACED IN
ACCORDANCE WITH 7HE VIRGINIA DEPARIINENT OF TRANSPORTAION SPECIFICATIONS UNLESS
07HERWSE N07ED ON PLANS.
4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE
ENGINEER. DRAINAGE- EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER
COURSE.
PA VEMENT
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT
OF 7HE AGGREGA 7E BASE MA 7E•R/AL. IF 7HE SSV VALUES ARE LESS THAN 10, THE
DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 774E PROPOSED
METHOD OF CORREC710N.
2. SUBGRADE MUST BE APPROVED BY 7HE ENGINEER FOR GRADE, TEMPLA 7E AND
COMPACTION BEFORE BASE /S PLACED.
J. TEST REPORTS ON SELECT MA TER/ALS MUST BE SUBMITTED SHOWING 7HE MA 7ER/AL
MEETS REQUIRED GRADATION FOR TYPE I, ll, OR Ill PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WLL BE WAIVED IN 774E EVENT 7HA T
7HE SURFACE COURSE IS BEGINNING A T THE COMPLE77ON OF THE INSTALLA 77ON OF THE
AGGREGATE BASE. IN 77 -IE EVENT THAT 774E SURFACE COURSE IS APPLIED PRIOR TO 60
DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
5. THE USE OF AN AGGREGA 7E SPREADER IS REQUIRED WHEN PLACING AGGREGA 7E BASE.
6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC71ON
BEFORE SURFACE TREATMENT IS APPLIED.
Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT
PRIME COAT RC -250 ® 0.3 GAL./SQ, YD.).
8. BITUMINOUS SURFACE TO BE APPLIED /N ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTA TION SPECIFICA 77ONS
9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL S7RUCTURES 7HAT DO
NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WI7HIN 7HE RIGHT OF WAY. ONLY 77-IOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
774E STREETS RIGHT OF WAY.
LIST 1: GENERAL CONSTRUCTION NOTES
1. PRIOR 70 ANY CONS7RUC77ON WITHIN ANY EX/S71NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO
ANY EXIS77NG ROAD, A PREM/T SHALL BE OBTAINED FROM THE VIRGINIA DEPAR7MENT OF 7RANSPORTA770N
VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF 774E PERMIT. WHERE
ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF 7HE PERMIT SHALL GOVERN.
2. ALL MA 7ER/ALS AND CONSIRUC7701V ME7HOOS SHALL CONFORM TO CURRENT SPECIFICA7701VS AND
STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 07HER
CONS7RUCRION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE,
LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABL/ZA71ON MAT LINED DITCH MAY BE REQUIRED WHEN /N 7HE OPINION OF THE
COUNTY ENGINEER, OR DESIGNEE, IT /S DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
Z ALL 7RAMC CON7ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES
8. UNLESS 07HERWSE Ill ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill.
9. ALL EXCAVA7701V FOR UNDERGROUND PIPE INSTALLA7701V MUST COMPLY WITH OSHA STANDARDS FOR THE
COIVSTAV07701V INDUSTRY (29 CFR PART 1926).
Sheet List Table
Sheet Number Sheet Title
1 COVER
2 ROAD PLANS
p
SCOTT. COLLINSZ
Lic. No. 035791.11-1
ON / /
I 11
w4
tiS Eli
z
O
Q
Zoe
0 z -j
o
z
oc
W
ce
N
Go
0
L9
Z
L9w
w
z
z
w
Ul
Z
J
J
0
U
O
M
N
M
d'
CN
O
N
N
W
J_
W
f-
0
Q
U
1
Y
F_
W
W
Q
0
O
O
N
NNO
OLL.
a
v
w
V)
U
z O
0
a =z
oLu
L
J '•
I
yw
Z
00
z
v w
m LU)
1 a
C Jw+< O
U
O ,
Y cy- O O
o .,
W W s c
W
0CCO
O
U
Vz
LU
o3
a
Q(
D
aNi
xax
Qo
r
v
z Eo
Q a 3
W K0
aY
w
U) z
1 z 0
UJ U
a N :3
z
J J C
00
U U
0 0
0
o°
0oC
a
2
c
U O
x r.
U
NC
1V U
0
740
Ey
U •- O -
0
0 °
t
O wg U
d
0
N
SCALE °
AS NOTED
L
SHEET NO. a G
0U)
1
av'
i v
3
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
EXIST. GROUND
3,r
3.7
i
R/W
i
R/W
N,
3 /
4
l 11.F /
1
J
0 04.4
UMITS OF PROPERTY
Cn STR 30
DI -213 L=6' s%
0. TOP = 506.09' 1 ?, J V)
IN = 498.61' 61'
I ; 11+0 OUT = 498.51'
505.71
09 STIR 32
STR 30B I 2 ' 0. 0 DI -2B L=8'
51415DI -2B L-6' ; 10+88
507.62 TOP = 508.66' Q BC 513.8 P
TOP = 505.71' I
I „ IOUT 50500.89 ---- Sb
0.99 510.72 S 0
16+07.75
OUT = 498.76' W
5II III , ° 5' S/W a
o
514. 1 B i6+0
S
Sb9
505.64 S
i 1
50 .45 Q
1 I CG -6
4 I ,, `N._—_-------------- -- — .SSE
o = ` - - - --MALLSIDE FOREST COURT , ^ - 1 - - - _ _ _ 13. 1 F
5 4. + ;
I ® - — ,, PRIVATE _ROA D o' - - _
0+5 0 • + + - 508.23 Q} w - -
w w w w-'
w-_ _ __ Ln c - -
w_
w_
G-6 w, + - - -- -,
w--- -
w
a a ° w11w W
7.97
J-9,62 FC
1 ITR 34 °- I
I ; i #- DI -28 o °° L=8'
I TOP = 508.55'
505.89
10
4Ii OUT = 501.27' I qa
co
505-riR 13C I 7 I
w
I
I A
41
I Q
3
I
a
r^
6
3
5'
4" CONCRETE
SIDEWALK
1'• 1
4" VDOT 21A
STONE BASE
5'
4" CONCRETE
SIDEWALK
1_1
4" MOT 21A
STONE BASE
5'
9
CG -6
CURB & GUTTER
4A
BE'
2.5'
AS
1z4 1 '
10'
TRAVEL LANE)
4" BU -25
CA
4" YELLOW LINE
2" SM 9.5
6" 21A
10'
TRA VEL E-A
CG -6
CURB & GUTTER
PLANTING
STRIP
4' _ MOT
5'
47' R/W
TYPICAL STREET SUCTION ¢''R/%
JULLSITT FO"ST LOUR
NOT TO SCALE
I
CG -6
C/L CG -6
CURB & GUTTER CURB & GUTTER
4" YELLOW LINE
2" SM 9.5
V±lb" PLANTING STRIP
o0 00 0 CPO °o°«cB 000
4' T 4' _CBOT
STONE
B
2.15'
TRAVEL LANE)
4" BU -25 6" 21A
15'
TRAVEL LANE)
59' R/W
TYPICAL STREET SUCTION (YARIABLE 59'Rl#)r
AMEN CMZY Z"T
NOT TO SCALL'
5'
d
PLAN77NG
S7RIP
6' -
4" CONCRETE
SIDEWALK
STI
4" VDOT 21A
STONE BASE
5'—
4" CONCRE7E
SIDEWALK
1"•1'
VDOT 21A
STONE BASE
5' 1-,
EXIST. GRO
EXIST. GROUND
EXIST. GRO
EXIST. GROUND
GENERAL NOTES
IL TIE OERCTOM w/IIM
Tp
24PLL K PF OMD 6Y TRACATeO DOMpE&
2.
OfJL0J& [
VL i 1
MO
DF
IfEI
LNr swim l or TIE
CTAeLE
TYPE A
3.
pD gwpD
WoJl6
p
ppiapMy01io
p F
r '"
isp.
PERPENDICULAR
INT , fLprDN EC# MI RAG[ M, DF
FIE A RN! FlAOR PIECAST Co11C1Eit lIMLL EpE Cp1A00 M4
MAL—
L°NgE
CNA
QIIEEED 41P=
FIWCJru"MAL°"°
QA
ATD
Cl/! RN1PE
TYPE B7=
7. r
M"
xrPARALLEL
AY
FNMs
A I *"
L IIALIFs un
ETNIX
T E AIO T ru "EmE 8F'
nTTIMM
AT X* , BALE At TGF of am
IL • T E
T T o° le a IR lole PARALLEL PERPENDICULAR
06 T1E MNMM /NY 71E i OFT III M. FATK too - 2A« TaWCATio Dolt
O
p p 0 0 0 0 0 0 0
O O O O O O O O o 0 0 0 0
N o000000000000a
Y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 it
v 0 0 0 0 0 0 0 0 0 o coo: p
ox t p p p a O o O p p 0000
O O O O O 0 O 0 0 0 0 0 0
Y
TRU Q DOME
PAY
ET, DETECTABLE
CG -12 DETECTABLE WARNM SURFACE
GENERAL NOTES
vmom oerNT"mw OF TMMm"TATIW
30
W
4"
GRAPHIC SCALE
60 120
IN FEET )
1 inch = 30 ft.
VARIABLE WIDTH)
4" CONC. (3000 PSI AT 28
DA Y, OR STONGER)
4" 21—A STONE BASE
CONCRETE SIDEWALK
TOP
OF 4"7 2" R
CURB
6"
7"
VDOT #57,#68, OR #78
STANDARD CG -6 STONE BASE UNDER CURB
CURB & GUTTER & CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND/OR
BACKFILLING.
Z
O
U)
ZW In
o
O ZQ0
E
H
W
ce
O
SCOTT COLLINSZ_
Lic. 35791,E
O
s'SIONAL E
1
Z
O
U)
ZW In
o
O ZQ0
E
H
W
ce
O
M
M
N
00
a
n
N CO
NWN V
Z
0
J v
N
Jz C iCO
L Q; w M F_
Lu Ci
w o
O
Lua
N
W
3
ZV
U Z 00L
1 Q
CL
W o
LIJ Q Q
O o
Z
ul Q CO
F
W
z
W w
z
z
a
W
zCnTJ
J
0
w 0
T
OC aJQ
0
a
C:) Q
O X
04
s
w
0
C
Q
ujo
v
Q;
W
a v=i u
SCALE
C
T
1 "=30'
SHEET NO. C
2 a