HomeMy WebLinkAboutWPO200500013 Plan - As-built 2020-07-27ALBEMARLE COUNTY, VIRGINIA
PREPARED BY: e Pti1 01- �7
Nr
TERRA Steven LDnve
ENGINEERING �Lic. No. 001866
AND LAND SOLUTIONS z/a/40
CIVIL ENGINEERS PLANNERS LAND SURVEYORS 9,1D SUR"N
415 4th STREET, NE CHARLOTTESVILLE, VIRGINIA 22902
PH. 434-244-0600 FAX 434-975-0900
DATE. 02-12-20
GENERAL NOTES: PRO ECT DATA:
GENERAL
ROAD CONSTRUCTION
17.
A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OWNERIDEVELOPER:
THE ROCKS LLC
INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM IN ACCORDANCE WITH VDOT'S VIDEO CAMERA
1340 STONY POINT ROAD
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS, BONDS AND OTHER APPROVAL
1.
ROAD CONSTRUCTION THE ABBREVIATION VDOT MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION. THE
INPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INPECTOR PRESENT. IN ADDITION, IF HIGH -DENSITY POLYETHYLENE (HDPE)
CHARLOTTESVILLE, VA 22901
RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY.
TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA.
PIPE IS TO BE USED, THE MANUFACTURER SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE
MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION.
2. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR
2.
PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY
SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER
EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM VDOT. THIS PLAN AS DRAWN MAY NOT ACCURATELY
18
PROVIDE END SECTION OR HEADWALLS ON CULVERTS AS SPECIFIED. PLACE CULVERTS IN STREAMBED WHEN POSSIBLE. LENGTHS
OF ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.
REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL
SPECIFIED ON CULVERTS INCLUDE END SECTIONS.
APPROVED
3. DEVIATIONS FROM OR CHANGES TO THESE PLANS ARE EXPECTED. SEE CORRESPONDENCE WITH COUNTY ENGINEER DATED 6/13/05 AND
GOVERN.
19.
CLEAR SIGHT LINES MUST BE PROVIDED AT ALL INTERSECTIONS. CONTRACTOR SHALL CLEAR AND GRADE AS NECESSARY TO PROVIDE
by the Albemarle County
WAIVER APPROVAL CONDITION.
3.
CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR
THE REQUIRED SIGHT DISTANCES.
MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
Community Development Department
4. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION OR
20.
CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH THE VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE
EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF, OR THE NON-EXISTENCE OF, UNDERGROUND
4.
ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL
LITTER RECEPTACLE SHALL BE PROVIDED AT THE CONSTRUCTION SITE.
Date O7/27/2020
UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY
(29 CFR PART 1926).
21.
ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION LIMITS OF THE ROADWAY BEFORE PLACING EMBANKMENT.
File WP0200500013 - Newcomb MOUDi81D Labe (Phase 1)
5. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES NOT OF RECORD OR NOT
SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES
5.
EROSION AND SEDIMENT CONTROL MEASURES SUBMITTED ARE BASED ON TYPICAL ERODIBLE SOIL MATERIALS. AS CONSTRUCTION
22.
OUTFALL DITCHES SHALL BE GRADED AS NECESSARY TO PROVIDE A MINIMUM SLOPE Of 1 % FROM OUTFALL AT CULVERT TO EXISTING
DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE
COMMENCES AND ROCK CONDITIONS ARE DETERMINED, FIELD REVISIONS WILL BE MUTUALLY DETERMINED BETWEEN CONTRACTOR AND
GRADE IN EXISTING SWALES.
ENGINEER.
COUNTY STAFF.
23.
ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFACE. THE PIPE SHALL BE MIN. 6"
6. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
6.
UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS
DIAMETER AND CONFORM TO VDOT STANDARDS SBA.
OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
SUBGRADE SOIL CBR OF 5 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN
24.
UNLESS OTHERWISE NOTED.
THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE
ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
ALL PAVEMENT RETURN RADII AT INTERSECTIONS ARE 50 FEET.
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE
ALL PAVEMENT RETURN RADII AT CUL-DE-SACS ARE 35 FEET.
ENGINEER".
7.
MAXIMUM FILL AND CUT SLOPES IN SOIL SHALL BE 1 1/2:1. ROCK CUT SLOPES MAY BE STEEPENED TO 1/2:1 WITH STABLE
ALL RIGHT-OF-WAY RETURN RADII AT INTERSECTIONS ANd CUL-DE-SACS ARE 35 FEET.
PROJECTIONS ALLOWED.
ALL CUL-DE-SAC PAVEMENT RADII ARE 45 FEET.
7. ANY DAMAGE TO EXISTING PHYSICAL FEATURES (WALKS, LIGHTS, TREES, SHRUBS, ETC.) SHALL BE THE RESPONSIBILITY OF THE
ALL CUL-DE-SAC RIGHT-OF-WAY RADII ARE 55 FEET.
CONTRACTOR. REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER.
8.
GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING OR HIS
DESIGNEE, IT IS DEEMED NECESSARY.
25.
DEPTH OF DITCHES SHALL BE INCREASED AS REQUIRED IN A TRANSITION BEGINNING 20 FEET UPSTREAM OF CULVERT: THE DITCH SIDE
8. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT OR ACTIVITY SHALL BE REPAIRED,
SLOPES MAY BE INCREASED TO A MAXIMUM OF A 2:1 AT THE CULVERT.
REGRADED, AND RESEEDED.
9.
WHERE RURAL CROSS SECTION ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PEA.
26.
ALL ROAD CULVERTS TO BE CONTECH HEL-COR ALUMINIZED STEEL TYPE 2 CORRUGATED STEEL PIPE (ACT-2 CSP). FLARED END
9. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. THE OWNER IS NOT RESPONSIBLE FOR
10.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF
SECTIONS MAY BE ELIMINATED IN ROCK CONDITIONS SUBJECT TO REVIEW IN FIELD WITH COUNTY.
THE LOSS OF ANY MATERIAL STORED AT THE SITE. PARKING OF EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT THE SITE.
VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED NECESSARY.
27.
ALL DRIVEWAY CULVERTS TO BE 12" CMP, MINIMUM LENGTH 24', UNLESS NOTED OTHERWISE.
10. IN ACCORDANCE WITH SECTION 19.3-9.2 OF THE WATER PROTECTION ORDINANCE, EROSION AND SEDIMENT CONTROL PLANS FOR
11.
A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION
SINGLE FAMILY DWELLINGS WILL BE REQUIRED IN ALL LOTS.
STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN.
28.
THE MINIMUM HORIZONTAL RADIUS FOR CHANNELS IS 25'. CHANNEL JUNCTIONS SHALL USE A 30 DEGREE OR SMALLER ANGLE BETWEEN
JOINING CHANNELS UNLESS AN ALTERNATIVE DESIGN IS APPROVED BY THE COUNTY ENGINEER.
12.
COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT
29
EC-3 TYPE A MAY BE ELIMINATED IN ROCK CONDITIONS, SUBJECT TO REVIEW IN FIELD WITH COUNTY STAFF.
SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS.
13.
ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR
TO ACCEPTANCE. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY
NUMBERING VIRGINIA MANUAL FOR UNIFORM ORDINANCE AND MANUAL" AND THE LOCATIONS OF ALL SIGNS ARE TRAFFIC CONTROL
DEVICES SHOWN ON THE PLANS. THE SPEED LIMIT IS TO BE POSTED AT 15 MPH.
14. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE
PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
15. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION
OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND
CONVENIENT ACCESS.
16. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE
SAG POINTS.
LEGEND
VICINITY
MAP
STANDARDS AND SPECIFICATIONS IONS
REVISIONS
APP'JDLX®\VA LS
W
V= 2000'
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, 1994.
WATER LINE (EX. / PROP.)
BOUNDARY / RIGHT-OF-WAY LINE
WV® WMO
WATER VALVE / METER
I.F.
IRON PIN FOUND
FHA
I.S.
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, 2001.
PLANNING
YH-6-
FIRE HYDRANT
YARD HYDRANT
IRON PIN SET
SETBACK LINE
EXIT
114
3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION,
BOA®
BLOW -OFF ASSEMBLY
EASEMENT LIMITS
�NTERSTATE64
SS
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992.
SANITARY SEWER LINE (EX. / PROP.)
CENTERLINE
ZONING
COO
CLEANOUT
CONTOUR LINE (EX. / PROP.)
MH"
MANHOLE
<--3: 1- F2.50 --
DEGREE / DIRECTION OF SLOPE
TO
C
SD
STORM LINE (EX. / PROP.)
479.70 +
SPOT ELEVATION
RSE. 631
'r�0�
ENGINEERING
DI F-'01
STORM INLET
HP
HIGH POINT
<<F
SHEETINDEX
YD ®
YARD DRAIN
LP
LOW POINT
DS O
DOWNSPOUT
DITCH / SWALE
�1
COVERSHEET
I
BUILDING CODE
G
GAS LINE (EX. / PROP.)
WATER COURSE
1� PLAN
NIASTE]R]PLAI�T
2
GVO GMO
GAS VALVE/METER
BM*
BENCHMARK
OHE
OVERHEAD ELECTRIC (EX. / PROP.)
CG-2
VDOT STD. HEADER CURB
PLAN & PROFILE, STA 9+00 TO 23+00
3
UGE
UNDERGROUND ELECTRIC (EX. / PROP.)
CG-6
CG-12
VDOT STD. CURB & GUTTER
VDOT STD. HANDICAP RAMP
-F�
PLAIT & PROFILE, STA 23+00 TO 37+00
4
FIRE SAFETY
PPO
POWER POLE
HC
HANDICAP PARKING SYMBOL
dip
LP-0-
LIGHT POLE
DIP
DUCTILE IRON PIPE
GUY--
GUY WIRE
RCP
REINFORCED CONCRETE PIPE
ACSA
EM o
T❑
ELECTRIC METER
TRANSFORMER
CMP
PVC
CORRUGATED METAL PIPE
POLYVINYLCHLORIDE PIPE
* SITE
OHT
OVERHEAD COMMUNICATIONS (EX. / PROP.)
HDPE
HIGH -DENSITY POLYETHYLINE PIPE
ARCHITECTURAL REVIEW BOARD
UGT
UNDERGROUND COMMUNICATIONS (EX. / PROP.)
VC
VITRIFIED CLAY PIPE
PED ❑
UTILITY PEDESTAL
FIFE
FINISHED FLOOR ELEVATION
TBR
TO BE REMOVED
TBT
TO BE TRANSPLANTED
TAYLOR'S
GAP
TBS
TO BE SAVED
F
J.N. 0401
z
DATE: 02-12-20
LOT 53 SEC. 2
ROSEMONT
TMP 74-73
HALEY CHISHOU.1
AND MORRIS, INC
D.B. 913 P. 393
D.B. 1250 P. 666 PLAT
ao�
END OF PHASE 1
IIIIII AS-BUILTS
t\\\IiIIIIIII\1 \\t\ �-
111111 II IIII IIII I\\\\� 30.98 LF OF 18" CMP_�—
I�IIIII�III II I\II\\\ \ @2.26%
Tim INVIN=1152.9—
\ INV OUT= 1152.2
\�\\� R
�P
\AAA VAA VAAAA A � \
RIP
TRIP 74-24
W.L. CIEMENTS ESTATE
Cjr
c//0 tltoNR cIEMENTs
2392 CLEMENTS HOLLOW I -A
nlun9T,EP. 530 VA. zz9u
D.B. 294 P. 530
/W
I
I
TMP 74-1aC, 18C1, 1BC2, 1aC3
THE ROCKS, LLD
13Q STONY MNT ROAD
CHARLOTTESNLLE, VA. 22911
D.B. 24M P. 213 D.B. 1712 P. 494
D.B. 2436 P. J80 D.B. I712 P. 189 PLAT
v I D.B. 24M P. 357 D.B. 1712 P. 157
D.B. 24M P. 354 D.B. 1603 P. 246
TMP 74-74
HALLY CHISHOLLI
AND MORRIS, INC
PO BOX 550
EARLYSMLLE, VA. 22936
/ D.B. 913 P. 393 —
AND MORRIS.
INCM
AND Box
5W IPF —
PO BOX 550
tS 11C31 LLLV KJV ALL'J
100 200
( IN FEET )
1 inch = 100 ft.
D.B. 913 P. 393
E7. 18C
/ 4 ,ac
1 IMP
/ \\ EX LOT2
IMP
IXLOT3
1
_�
i
J
BCL Yt: 18�'.i'Fe• / i /���CCCBBB==y,eS°s��9�9•� = — — — -1 \ I 1 \ I I ' I - � /i � \,7 \ \ \ \ \ \ \ \t
`9c-"s7�7•6uei �`i � / �,�c�95Be:-' \ \ I / �/� — � \ \ \ \ \ \
VW,
I I
�1-nI8C3
\ EX. LOT 4
uP
/ A' 46
\
IMP 74-24
W.L CLEMENTS ESTATE
0 CR0MER CIEMENTS
2392 CLEMENTS HOLLOW LANE
CHARLOTTESNLLE VA 22903
D.B. 294 P. 53d
GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft.
THE ROCKS
RURAL
PRESERVATION
TRACT
T��1Z A
ENGINEERING
AND LAND SOLUTIONS
CIVIL ENGINEERS
PLANNERS
LAND SURVEYORS
415 4th STREET, NE
CHARLOTTESVILLE, VIRGINIA 22902
PH. 434-244--0600 FAX 434-975-0900
�TH OF
'I�Ir�D SUI;Lv
SCALE: 1=100'
ISSUED: 2-15-05
DRAWN BY: ER]F
REVISIONS:
1. 6-13-05 GENERAL REVISIONS
2. 1-27-06 GENERAL REVISIONS
3. 5-19-06 GENERAL REVISIONS
4. 6-12-06 AGENCY COMMENTS
All rights reserved. No pan or me matenal protected by this
copyright (plans, ideas, designs, sections or details
expressed on these plans) may be reproduced, changed or
utilized in any form or by any means, electronic or
mechanical, including photocopying, scanning, or by any
other means of retrieval system without written permission
from Term Engineering and Land Solutions, PC.
Also, these plans may not be assigned to a third party
without first written authorization of Term Engineering and
Land Solutions, PC.
® TERRA ENGINEERING AND LAND SOLUTIONS, PC
SLIEET
J.N. 0401 OF 4
/POS
o, o, F
O�B� Ali �O
B ,2S9AA9TF �T O
6" #21A AGGREGATE /
6R ,off F9?�C'
\ COMPACTED SUBGRADE **
A�"9!• I SF SO C'FS 1/� 4":1, • 1 ,1� 1
9 /II tii ,o f'.t
/ FIT sF9 0°01 e„oo„Q0000a„oo,Qoo,00gooao o,oaooQ op0000,a000, \_ 1 \2'
x SF
I
1P
�FNPRR
(6' W/GUARDRAIL) (6' W/GUARDRAIL) - _- - -
* CROWN SLOPE TO BE INCREASED TO 3/8":' WHERE - - - ��\\ \ \ O>\
39.04 LF OF 12" CMP ROAD GRADE EXCEEDS 12%. _ - - - - _ _ 08 \ \ \�
F o ** IN SOIL CONDITIONS. MIN. SIDE SLOPE IN ROCK - - - - - - ` � 096�
@13.32k \ \\ \ \Off\ c
CONDITIONS SHALL BE 1/2:1 WITH SOME STABLE ROCK
I INV IN=1215.6 OUTCROPS.
\\/ 16 \ \ INV OUT=1210.4 a PORTION OF STREET SERVING MORE THAN 5 LOTS (9+00 EC-3, TYPE A \ \ \ \ \
\ ( TO 36+00) MAY BE REDUCED TO PROVIDE A 14'
In \\ \ PAVEMENT WIDTH AT THE FOLLOWING APPROXIMATE 1 *I LO
o A II(1'1
�yT III IIII�
IIIII II
IIIIIII III
IIIIIII �
IIIIIII
I I II
GRADE OUT DITCH, %0� /IIIIIII
PROVIDE 2 SY RIP RAP,
CLASS I, 18" DEPTH j I
WITH FILTER FABRIC
Ll
EXISTING LOCATIONS: 9+00 TO 12+50, 17+30 TO 21+00, AND 24+00 i - - - - T - - \ 15 \Q�'. _ _. _... - w - \ \ _
"11\\��\\ a ,>.v. „ -.�^ •� \ h T CULVERT ��- -./-- \ S1 D T w_ ��-- -�•,
TO 31+50. - = 1110 - 1 / / _ - - _ \
b 2' SHOULDER WIDTHS TO BE DETERMINED AND USED BY �� j \ \ �J / . - _ - ai - - 4-
•� \\ \ FIELD ENGINEER. _ \ \o \ - / / - N _ w�_ -
�FORSALESIGN \� \ \\ / % ji-- \� \ 1 /// / /---- bs�0-�_-- - N _----�
\ / 1 I _ \ \\ TYPICAL STREET SECTION / / / /� - - / / // ----�- _--- z - ___ ---
BEGINING OF' N1 \1 NOT TO SCALE
PHASE 1 AS -BUILT x O Y' NOTE: LARGE VEHICLE PASSING ZONES, IN ADDITION TO-
/ I I fff -
\ THE PRIVATE ENTRANCES AND CURVE WIDENING AT
\ STOP SIGN STATION 28:50, WILL BE CONSTRUCTED TO PROVIDE AN I8' / // / / / / / / \ /�-
y _ 29.98 LF OF 15" CMP // / /
\I I I I I PAVEMENT WIDTH AT THE FOLLOWING APPROXIMATE o / / / // / / -
GATE POSTS / / \p j / I I I LOCATIONS: 15+00 LEFT, 22+50 RIGHT, 34+00 RIGHT, 38+5 @ 7.67 /o 10
LEFT, AND 46+50 LEFT OR RIGHT. INV IN=1127.3
INV OUT=1125.0
- - - I 41.50 LF OF 15" CMP4<1
INV IN=1199.9
/� / ,R=zoo.00'
\ EC-3, TYPEA / /: I INV OUT=1197.8 --------
\ A=27.05'
\-\ \ �A=7*44'59" - / 1/�0 9Aj EC-2 N
---------
0� \ s�8. �� % /% %,�� / �1 17 \ \ / ( --- �� � / r /f /lj 11//lllll /l
° �[y1DE / �14.52'�
1.11
yL.� WIDE
v 1 +0018
\I I
GRADE OUT -
DITCH
4 13+Q0 y 2� .5 j/ //EC-3.TYPE A, // / // //?/// / WOODEN /
GUARDRAIL,TYP.
77EC-z PRIVATE
28. F495
/�6i///
PROPERTY
SIGN
rf2666
�S I� 7D 'It Ph-ans //,i,/,//i//;/////� / GRAPHIC SCALE
/ 50 0 25 50 100 200
7� 9? I
SAT r 02-12-20 I
( IN FEET )
I inch = 50 ft.
1230
1220
1210
1200
1190
1180
1170
1160
1150
1140
9
\
AQ
123011
PVI STA
= 18+50
PVI ELEV
= 1113.70
A =
4.06
RO9p
12201140
.0
100.0
0' VC
PVI STA = 19+
0
d
-
PRO
aOSED GRADE -C
=NTERLINE
A = -
-8.57
00
K = 10.6918
EXI
ING GROUND - C
NTERLINE
100.0000' VC
\
EXI
ING GROUND-2
'LEFT
121
1130
\
\\
\\\
a
>
a
N
LP EL
=V= 1078.59
\
+
v
LP ST
= 22+48.16
\
PVI ST
= 13+50
PROPOSED CUL
ERT #1
\
M
� +
W
c0
PROPO
EDGRADE -CEN
ERLINE PVI S
PVI ELEV
A=22+60.50
= 1066.94
5
PVI ELEV
= 1163.70
12001120
w
A=
4.5
a a
EXISTINr
3 GROUND -CEN
RLINE K
9.5912
K =
\
a
-
p>
EXISTIN
GROUND - 20' L
T
A3s
O
tt
O
EXISTIN
GROUND - 20' RI
14T 30
3.0000, VC
EXISTING CULV
RTJ
0
100.00
DO' VC
\
N
_O
11901110
w�
0
d
o
\
O
+
c
\
loo
00
a
Uj
v
11801100
+
cc
a
ui
>
\
do
O
O
W In
In
7
11701090
a
W
5
a
11601080
\\
1070
O
0
N M
CN N
N
N NO
N
O
M
M co
co N
N N
M
O0
O
0 O
0 O
oo O
r- O�
O
NO
0O
12 + 13 + 14 + 15 + 16 + 17 + 18 + 19 + 20 + 21 + 22 +
1150
1140
1130
1120
1110
1100
1090
1:1
1070
1060
TE�RA
ENGINEERING
AND LAND SOLUTIONS
CIVIL ENGINEERS
PLANNERS
LAND SURVEYORS
415 4th STREET, NE
CHARLOTTESVILLE, VIRGINIA 22902
PH. 434-244--0600 FAX 434-975-0900
�TH OF
'I�Ir�D SURV�t
SCALE: ]H[ 1=50' V 1=10'
ISSUED: 2-15-05
DRAWN BY: ERF
REVISION'S:
1.
6-13-05
GENERAL REVISIONS
2.
1-27-06
GENERAL REVISIONS
3.
5-19-06
GENERAL REVISIONS
4.
6-12-06
AGENCY COMMENTS
5.
9-08-06
GENERAL REVISIONS
All ngnts reserved. NO pan or the matenal protected by this
copyright (plans, ideas, designs, sections or details
expressed on these plans) may be reproduced, changed or
utilized in any form or by any means, electronic or
mechanical, including photocopying, scanning, or by any
other means of retrieval system without written permission
from Term Engineering and Land Solutions, PC.
Also, these plans may not be assigned to a third party
without first written authorization of Term Engineering and
Land Solutions, PC.
0 TERRA ENGINEERING AND LAND SOLUTIONS, PC
SI IEET
J.N. 0401 OF 4
Asp-miBuilt
Plans
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* CROWN SLOPE TO BE INCREASED TO 3/8"A' WHERE
ROAD GRADE EXCEEDS 12%.
** IN SOIL CONDITIONS. MIN. SIDE SLOPE IN ROCK
CONDITIONS SHALL BE 112:1 WITH SOME STABLE ROCK
OUTCROPS.
e PORTION OF STREET SERVING MORE THAN 5 LOTS (9+00
TO 36+00) MAY BE REDUCED TO PROVIDE A 14'
PAVEMENT WIDTH AT THE FOLLOWING APPROXIMATE
LOCATIONS: 9+00 TO 12+50, 17+30 TO 21+00, AND 24+00
TO 31+50.
to 2' SHOULDER WIDTHS TO BE DETERMINED AND USED BY
FIELD ENGINEER.
TYPICAL STREET SECTION
NOT TO SCALE
NOTE: LARGE VEHICLE PASSING ZONES, IN ADDITION TO
THE PRIVATE ENTRANCES AND CURVE WIDENING AT
STATION 28:50, WILL BE CONSTRUCTED TO PROVIDE AN 18'
PAVEMENT WIDTH AT THE FOLLOWING APPROXIMATE
LOCATIONS: 15+00 LEFT, 22+50 RIGHT, 34+00 RIGHT, 38+50
LEFT, AND,46+�50 LEFT OR RIGHT.
/ I /
I I I I
I I I I I I I
DETAIL
SCALE: 1" = 20'
N
W
of
u
Lu
\\\\ \ GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
a
o_
Col 1501210
101270
M
M
/
/
IL
PVI STA = 2
9+89
U
a
PVI ELEV = 1160.95
PR
POSED GRADE -
ENTERLINE
14
1200
A =
10.14
12001260
PROPOS
D GRADE - CENTE
RLINE
K = 12.9605
EXI
5TING GROUND - GENTERLINE
142.5600'
C
/
EXI
3TING GROUND -
0' LEFT
O
O
/
PVI
TA = 33+25 EXI
TING GROUND-
0' RIGHT
v
EXISTING
EXISTING
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GROUND - 20' LE
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-
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EXISTING
GROUND - 20' RIG
T
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11301190
°
11901250
A
10.2494 10.
7
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N
K
= 9.7567
a
a
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+
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VC
11201180
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11801240
PVI ST
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5
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10.06
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PROPOSED
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11101170
11701230
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1270
1260
1250
1240
1230
1220
1210
1200
1190
1180
T��.A
ENGINEERING
AND ]LAND SOLUTIONS
CIVIL ENGINEERS
PLANNERS
LAND SURVEYORS
415 4th STREET, NE
CHARLOTTESVILLE, VIRGINIA 22902
PH. 434-244-0600 FAX 434-975-0900
Y;YH o
F' Dj
SCALE: H 1=50' V I"=10'
ISSUED: 2-15-05
DRAWN BY: ERF
REVISIONS:
1. 6-13-05 GENERAL REVISIONS
2. 1-27-06 GENERAL REVISIONS
3. 5-19-06 GENERAL REVISIONS
4. 6-12-06 AGENCY COMMENTS
5. 9-08-06 GENERAL REVISIONS
All rights reserved. No part of the material protected by this
copyright (plans, ideas, designs, sections or details
expressed on these plans) may be reproduced, changed or
utilized in any form or by any means, electronic or
mechanical, including photocopying, scanning, or by any
other means of retrieval system without written permission
from Terra Engineering and Land Solutions, PC.
Also, these plans may not be assigned to a third party
without first written authorization of Terra Engineering and
Land Solutions, PC.
® TERRA ENGINEERING AND LAND SOLUTIONS, PC
SHEET
J.�. 0101
OF 4