HomeMy WebLinkAboutSUB200500186 Plan - Approved Road Plan and Comps. 2006-06-27 (4)NOTES:
1. THE ABBREVIATION V.D.O.T. MADE HEREAFTER REFERS TO THE VIRGINIA e
DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO
ALBEMARLE, VIRGINIA. _10VE
-THE VI._LLAG__E___._.AT- _CHESff`NUT G7n
2. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING
PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,
A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THEPLAN AND� PRn- Fil F
VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATEDROAD AS�BUILT
1
VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE: -
REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCURS r
THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.TA
A PROPOSED ROADS WITHIN THE 'L 19,
PARU'""ELS
3. CONSTRUCTION INSPECTION OF LL
DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR WUST
NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861.) 48 HOURS IN
ADVANCE OF THE START OF CONSTRUCTION.
4. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION
METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE
INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
5. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN
ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CON-
STRUCTION,
6, UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE
ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS
PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST
RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL
CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT
DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED
WITH THE TEST RESULTS FOR APPROVAL.
7. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED
AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1.
WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER
ARE TO BE -ACHIEVED.
8. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN
THE PUBLIC RIGHT -OF --WAY OR WITHIN EASEMENTS PRIOR TO
ACCEPTANCE BY VDOT (ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE
EXTENDED TO BOUNDARY LINE OR A NATURAL WATERCOURSE.)
9. GUARDRAIL LOCATIONS WHERE SHOWN HEREON ARE APPROXIMATE.
EXACT LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD
DETERMINED. AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL
MAY BE REQUIRED AT LOCATIONSNOT SHOWN WHEN, IN THE OPINION OF
VDOT; THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED
NECESSARY. WHEN GUARDRAIL IS REQUIRED IT SHALL BE INSTALLED
FOUR FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF
GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO
SIX FEET,
10. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEV,A1
ENTRANCES SHALL CONFORM TO VDOT CG -9 (A,B, OR C).
11. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWriY
ENTRANCES_ SHALL CONFORM TO VDOT STANDARD PE -1.
12. PAVED, .RIP-RAE',UR S`�T�Bt1�1=zAmTt�i�`�v1A7rLTNTED DITCH MAY BE
REQUIRED""TO "5 SIZE .A DRAINAGE CHANNEL WHEN, IN THE OPINION
OF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS
DEEMED NECESSARY.
13. A MINIMUM -.CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVE-
MENT SHALL' BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS.
ADDITIONAL CLEAR ZONE MAY BE. REQUIRED DEPENDING ON THE
CATEGORY OF ROAD DESIGN.
14, COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH
AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTIION
DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE
ALLOWED.
15. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGN, ETC..) ARE,
TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO A(CCEP'i;,--'rvCE.
SIGNS AND .THEIR INSTALLATION! SHALL CONFORM TO "ALBEMARLE COUNTY
ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE
-} VIRGINIA MANUAL FOR UNIFORM TEAEEIC CONTROL DEVICES THE LOCATIONS
QF ALL SIGNS�ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE
FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE
STATE SECONDARY ROAD SYSTEM, THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT
SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS
TO BE POSTED 5MPH BELOW THE DESIGN SPEED.
CLEAN-OUT BIOFILTER
P
WCA� (TYP) HT CROSS SECTION .ALTERNATE. DI -7
3:1 SLOPE N,T.S, LOCATION TO
(MAX) REPLACE CLEAN-OUT I
SOD TURF
SEE NOTE 1TOP DI -7 [
=601.0
EC -1 FROM TOP' BANK
DETENTION =602.0
BAS I N
600.0 *�,
36.0-15 R.C.P.
......i.L..... DISCHARGE
!;,
. TO STREAIM
2 1 /2'-3' ® 2.4% SLOPE
50% SAND 1.0' MIN !.5
_ n . •_J
20% LEAF MULCH �-15.0' MIN.- INV. IN =595.0
30% TOP SOIL
6" PERFORATED P.V.C. PIPE
UNDERDRAIN GRAVEL SCHEDULE 40 OR EQUIVALENT
(AASHTO M43, 1/2--l") APPROVED BY ENGINEER @1%
WRAPPED IN FILTER FABRIC SLOPE (MIN.) TO D.I. OR STORM
DRAIN. PROVIDE ACROSS ENTIRE
WIDTH CSD• 20 FT. O.C.
12, 12A, 12B & .18A
ALBENIARLE COUNTY., VIRGINIA
June 4, 2010
NOTES, _
1. PLANTING AS FOLLOWS:
9 RED MAPLES 1 1/2" O
CALIPER 12.0' -ON CENTER AS SHOWN. O
8 RED OSIER •DOGWOOD 2.0'
HEIGHT 24.0' -ON CENTER AS SHOWN.
8 BERBERIS KOREANA (BARBERRY)
4.0' HEIGHT 24.0' -ON CENTER AS SHOWN.
2. PROVIDE 1.0' PONDING
DEPTH,,, TO THE CREST OF AN
OVERFLOW STRUCTURE.
OVERFLOW STRUCTURE MAY BE
D.I. IN SWALE (INDICATED)
OR STONE WEIR DISCHARGING
TO STABLE CHANNEL OR
STORM DRAIN.
3. BIOFILTERS MUST NOT BE
INSTALLED UNTIL THE SITE IS
DETERMINED TO BE ADEQUATELY
STABILIZED BY THE EROSION
'CONTROL AND WATER
RESOURCES INSPECTORS.
VICINITY MAP
SCALE: 1"=1000'
4. THE CONTRACTOR SHALL CONTACT
THE WATER RESOURCES INSPECTOR
24 HOURS PRIOR TO BACKFILLING
THE BIOFILTER AND REQUEST AN
INSPECTION AND APPROVAL OF THE:
UNDERDRAIN INSTALLATION AND
THE SOIL MIX.
5. THE BIOFILTER SOIL MIX WILL BE
"LUCK BIO -FILTER MIX" OR A
TESTED EQUIVALENT APPROVED
BY THE COUNTY ENGINEER.
6. BIOFILTERS MUST NOT BE INSTALLED
UNTIL THE SITE IS DETERMINED TO
BE ADEQUATELY STABILIZED BY THE
EROSION CONTROL AND WATER
RESOURCES INSPECTORS.
7. CONTRACTOR SHALL CONTACT THE
WATER RESOURCES INSPECTOR 24-
HOURS
4HOURS PRIOR TO BACKFILLING THE
BIOFILTER AND REQUEST AN INSPECTION
AND APPROVAL OF THE UNDER -DRAIN
INSTALLATION AND THE SOIL MIX.
OPTIONAL DISCHARGE FROM
SAND DETENTION BASIN
LAYER
�- y y W y W y y W y y W
CLEANOUT y W LENGTH=97.0' y _4 y
(ONE
OOR y
EACH W 1 % 1 % 12'� 5.5'w
UNDERDRAIN) °
W=22.0'
DI -7A W -o o ®o ® 0
TOP OF GRATE 5.5' 24' 6' W y
INVERT IS -�
8"-10" 41 y y ,GRASS 71,y 12'y y BERM=6.,0'
ABOVE BOTTOM SOD IV 4,
OF PONDING y W
BASIN TO DISCHARGE GRAVEL
44.32 C CURTAIN BERM
--8 -15 RCP d DRAIN
BIOFILTER OVERFLOW BIORETENITION
AREA
INV. OUT=4 .PLAN VIEW
N.T.S.
B.M.P. DETAILS FOR STATE ROAD
N.T.S.
FILL WITH
GUARD RAIL
SHOULDER=5.0'
GUARD RAIL
FILL
on
16. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION VALIDATION.
SHOULD 7HE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING
AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL
AND VOID.
17. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME
SIGNS SHALL BE INSTALLED B'' THE DEVELOPER AT ALL STREET
INTERSECTIONS. SIGNS AND NE INSTALLATION THEREOF SHALL
CONFORM TO "ALBEMARLE CO)NTY STREET NAME SIGN REQUIREMENTS".
THE DEVEILOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE
SIGNS UNTIL THE ROADS HAV[ BEEN ACCEPTED INTO THE STATE
SECONDARY ROAD SYSTEM. j
18. TRAFFIC CONTROL OR OTHER PEGULATORY SIGNS OR BARRICADES
SHALL BE INSTALLED BY THE pEVELOPER WHEN, IN THE OPINION OF THE
DIRECTOR OF ENGINEERING OR:HIS DESIGNEE, THEY ARE DEEMED
NECESSARY IN ORDER TO PRCIDE SAFE AND CONVENIENT ACCESS.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST
EDITION.
19. SITE IS NOT WITHIN THE WATIF'SHED OF THE SOUTH FORK RIVANNA
RESERVOIR, UPSTREAM OF THI PROPOSED LICKINGHOLE CREEK
IMPOUNDMENT.
20. THIS SITE: IS NOT LOCATED VATHIN THE LIMITS OF THE 100 YEAR FLOOD
PLAIN AS DESIGNATED BY THE NATIONAL FLOOD INSURANCE PROGRAM.
21. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF
THE PROPOSED WORK ARE NCF NECESSARILY SHOWN ON THE PLANS
AND WHERE SHOWN ARE ONL' APPROXIMATELY CORRECT. THE
CONTRACTOR SHALL ON HIS (WN INITIATIVE LOCATE ALL UNDERGROUND
LINES AND STRUCTURES AS NECESSARY.
22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS GPOO f 4AQ.$ 00` ;
UTILITY (1-800-552-7001), APPIRGYEr)
23. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE IFv th, @ A I b M 0Unt,v
PROVIDED FOR ALL FILL AREA UNDER ROADWAY LINES AND E��,� r,1-lopM gpaftmni
APPURTENANCES, THIS CER71CATION SHALL BE SIGNED BY Ajv0C zoo _
PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE 7 g:'Zo03 o gR�
EXACT AREA THAT THE CERTIFICATION APPLIES TO
24, ALL RESIDENTIAL DRIVEWAY
ENTRANCES SHALL CONFORM TO V.D.O.T. STANDARD PE -1.
25. CONTRACTOR SHALL FIELD VERIFY LENGTH OF ALL STORM DRAINAGE PIPE.
CROSS SLOPES SHALL BE MEINTAINED AS SHOWN.
26. SPEED LIMIT POSTING TO BE DETERMINED BY VDOT PRIOR TO ROAD ACCEPTANCE.
27. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS 'AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND
PIPE INSTALLATION MUST COMFLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTRY (29 CFR PART 192;
28. PAVED OR RIP -RAP LINED DIFC`-' MAY BE REQUIRED TO STABILIZE A DRAINAGE
CHANNEL., WHEN IN THE OPIN�ON OF VDOT, THE DIRECTOR OF ENGINEERING OR
HIS DESIGNEE, IT IS DEEMED NFCESSARY.
29. BENCHMARK=2 NAILS IN BASE. -OF TRIPLE OAK
ELEVATIOIN=712.0 DATyW ASSUMED
30. STANDARD CD -1:-O0 CD -2 UNDERDRAIN IS REQUIRED AT ALL CUT AND FILL
TRANSITIONS ,AKb GRADE SAG POINTS.
31. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND
CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE
TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP.
THE VIDDO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S
VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY
INSPECTOR PRESENT, IN ADDI'ION, IF HIGH-DENSITY POLYETHYLENE (HDPE)
PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE
FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE -CONSTRUCTION MEETING
FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A
MINIMUM OF TWO HOURS ON THE JOBSITE DURING THE INITIAL INSTALLATION,
32. ALL UNDERDRAINS AND CROSS DRAINS SHALL BE INSTALLED AS DIRECTED
DURING FIELD INSPECTIONS THROUGHOUT THE CONSTRUCTION PERIOD.
33. DRIVEWAY'S ON LOTS 5, 6, 7,;8, 9, 10, & 11 WILL BE CONSTRUCTED
THROUGH THE STREAM BUFFERS AT THE SAME TIME AS THE PUBLIC ROADS.
34. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND/OR
CONVERT TO PERMANENT STCRv1WATER MANAGEMENT FACILITIES (WHERE APPLICABLE)
ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF
THE SALE OF ANY LOT,
REVISIONS
JANUARY 18, 2006
MARCH 7, 2006
APRIL 28, 2006
MAY 9, 2006
JUNE 4 2010
iiLTL
DATE
NOVEMBER 9, 2005
50.0'
VA (11 E -S - IS CC- "PCA �jI
SURFACE
-'; SM -9.5A
VAP-IE5
�--
1/4": 1' 1/4
'7 VAr2 (65
/ -8-"#21/21A
SUB -BASE MIN. CE3R=10 AGGR. BASE
WITH COVERED
PRIME COAT
TYPICAL ROAD CROSS SECTION - SIENNA LANE
N.T.S.
SEE fl,5Pt-+At-T --4 5 -rat -r6 'TH-tcK N/ G-55 ME-s01Z.EMC NTS
PA-rc-D F852t)A-2Y 9, 2008- 5&PAIZAT>r A-TTACH.MGNT'
1 ": 1 '
is
3
i
KURT M. GLOECKPIER
�,�49/400
COXAL �'
JOB NUMBER
05-015-00
DWG. NAME
050150ORD.DWG
JF'!tt 9
OF �7
6004
NE S
2J'
664
�TgiN
ROq�
yo
-v
=
c
�0
SITE
70oo
o z�
y�((
NOTES, _
1. PLANTING AS FOLLOWS:
9 RED MAPLES 1 1/2" O
CALIPER 12.0' -ON CENTER AS SHOWN. O
8 RED OSIER •DOGWOOD 2.0'
HEIGHT 24.0' -ON CENTER AS SHOWN.
8 BERBERIS KOREANA (BARBERRY)
4.0' HEIGHT 24.0' -ON CENTER AS SHOWN.
2. PROVIDE 1.0' PONDING
DEPTH,,, TO THE CREST OF AN
OVERFLOW STRUCTURE.
OVERFLOW STRUCTURE MAY BE
D.I. IN SWALE (INDICATED)
OR STONE WEIR DISCHARGING
TO STABLE CHANNEL OR
STORM DRAIN.
3. BIOFILTERS MUST NOT BE
INSTALLED UNTIL THE SITE IS
DETERMINED TO BE ADEQUATELY
STABILIZED BY THE EROSION
'CONTROL AND WATER
RESOURCES INSPECTORS.
VICINITY MAP
SCALE: 1"=1000'
4. THE CONTRACTOR SHALL CONTACT
THE WATER RESOURCES INSPECTOR
24 HOURS PRIOR TO BACKFILLING
THE BIOFILTER AND REQUEST AN
INSPECTION AND APPROVAL OF THE:
UNDERDRAIN INSTALLATION AND
THE SOIL MIX.
5. THE BIOFILTER SOIL MIX WILL BE
"LUCK BIO -FILTER MIX" OR A
TESTED EQUIVALENT APPROVED
BY THE COUNTY ENGINEER.
6. BIOFILTERS MUST NOT BE INSTALLED
UNTIL THE SITE IS DETERMINED TO
BE ADEQUATELY STABILIZED BY THE
EROSION CONTROL AND WATER
RESOURCES INSPECTORS.
7. CONTRACTOR SHALL CONTACT THE
WATER RESOURCES INSPECTOR 24-
HOURS
4HOURS PRIOR TO BACKFILLING THE
BIOFILTER AND REQUEST AN INSPECTION
AND APPROVAL OF THE UNDER -DRAIN
INSTALLATION AND THE SOIL MIX.
OPTIONAL DISCHARGE FROM
SAND DETENTION BASIN
LAYER
�- y y W y W y y W y y W
CLEANOUT y W LENGTH=97.0' y _4 y
(ONE
OOR y
EACH W 1 % 1 % 12'� 5.5'w
UNDERDRAIN) °
W=22.0'
DI -7A W -o o ®o ® 0
TOP OF GRATE 5.5' 24' 6' W y
INVERT IS -�
8"-10" 41 y y ,GRASS 71,y 12'y y BERM=6.,0'
ABOVE BOTTOM SOD IV 4,
OF PONDING y W
BASIN TO DISCHARGE GRAVEL
44.32 C CURTAIN BERM
--8 -15 RCP d DRAIN
BIOFILTER OVERFLOW BIORETENITION
AREA
INV. OUT=4 .PLAN VIEW
N.T.S.
B.M.P. DETAILS FOR STATE ROAD
N.T.S.
FILL WITH
GUARD RAIL
SHOULDER=5.0'
GUARD RAIL
FILL
on
16. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION VALIDATION.
SHOULD 7HE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING
AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL
AND VOID.
17. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME
SIGNS SHALL BE INSTALLED B'' THE DEVELOPER AT ALL STREET
INTERSECTIONS. SIGNS AND NE INSTALLATION THEREOF SHALL
CONFORM TO "ALBEMARLE CO)NTY STREET NAME SIGN REQUIREMENTS".
THE DEVEILOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE
SIGNS UNTIL THE ROADS HAV[ BEEN ACCEPTED INTO THE STATE
SECONDARY ROAD SYSTEM. j
18. TRAFFIC CONTROL OR OTHER PEGULATORY SIGNS OR BARRICADES
SHALL BE INSTALLED BY THE pEVELOPER WHEN, IN THE OPINION OF THE
DIRECTOR OF ENGINEERING OR:HIS DESIGNEE, THEY ARE DEEMED
NECESSARY IN ORDER TO PRCIDE SAFE AND CONVENIENT ACCESS.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE
VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST
EDITION.
19. SITE IS NOT WITHIN THE WATIF'SHED OF THE SOUTH FORK RIVANNA
RESERVOIR, UPSTREAM OF THI PROPOSED LICKINGHOLE CREEK
IMPOUNDMENT.
20. THIS SITE: IS NOT LOCATED VATHIN THE LIMITS OF THE 100 YEAR FLOOD
PLAIN AS DESIGNATED BY THE NATIONAL FLOOD INSURANCE PROGRAM.
21. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF
THE PROPOSED WORK ARE NCF NECESSARILY SHOWN ON THE PLANS
AND WHERE SHOWN ARE ONL' APPROXIMATELY CORRECT. THE
CONTRACTOR SHALL ON HIS (WN INITIATIVE LOCATE ALL UNDERGROUND
LINES AND STRUCTURES AS NECESSARY.
22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS GPOO f 4AQ.$ 00` ;
UTILITY (1-800-552-7001), APPIRGYEr)
23. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE IFv th, @ A I b M 0Unt,v
PROVIDED FOR ALL FILL AREA UNDER ROADWAY LINES AND E��,� r,1-lopM gpaftmni
APPURTENANCES, THIS CER71CATION SHALL BE SIGNED BY Ajv0C zoo _
PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE 7 g:'Zo03 o gR�
EXACT AREA THAT THE CERTIFICATION APPLIES TO
24, ALL RESIDENTIAL DRIVEWAY
ENTRANCES SHALL CONFORM TO V.D.O.T. STANDARD PE -1.
25. CONTRACTOR SHALL FIELD VERIFY LENGTH OF ALL STORM DRAINAGE PIPE.
CROSS SLOPES SHALL BE MEINTAINED AS SHOWN.
26. SPEED LIMIT POSTING TO BE DETERMINED BY VDOT PRIOR TO ROAD ACCEPTANCE.
27. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT
SPECIFICATIONS 'AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND
PIPE INSTALLATION MUST COMFLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTRY (29 CFR PART 192;
28. PAVED OR RIP -RAP LINED DIFC`-' MAY BE REQUIRED TO STABILIZE A DRAINAGE
CHANNEL., WHEN IN THE OPIN�ON OF VDOT, THE DIRECTOR OF ENGINEERING OR
HIS DESIGNEE, IT IS DEEMED NFCESSARY.
29. BENCHMARK=2 NAILS IN BASE. -OF TRIPLE OAK
ELEVATIOIN=712.0 DATyW ASSUMED
30. STANDARD CD -1:-O0 CD -2 UNDERDRAIN IS REQUIRED AT ALL CUT AND FILL
TRANSITIONS ,AKb GRADE SAG POINTS.
31. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND
CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE
TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP.
THE VIDDO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S
VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY
INSPECTOR PRESENT, IN ADDI'ION, IF HIGH-DENSITY POLYETHYLENE (HDPE)
PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE
FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE -CONSTRUCTION MEETING
FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A
MINIMUM OF TWO HOURS ON THE JOBSITE DURING THE INITIAL INSTALLATION,
32. ALL UNDERDRAINS AND CROSS DRAINS SHALL BE INSTALLED AS DIRECTED
DURING FIELD INSPECTIONS THROUGHOUT THE CONSTRUCTION PERIOD.
33. DRIVEWAY'S ON LOTS 5, 6, 7,;8, 9, 10, & 11 WILL BE CONSTRUCTED
THROUGH THE STREAM BUFFERS AT THE SAME TIME AS THE PUBLIC ROADS.
34. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND/OR
CONVERT TO PERMANENT STCRv1WATER MANAGEMENT FACILITIES (WHERE APPLICABLE)
ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF
THE SALE OF ANY LOT,
REVISIONS
JANUARY 18, 2006
MARCH 7, 2006
APRIL 28, 2006
MAY 9, 2006
JUNE 4 2010
iiLTL
DATE
NOVEMBER 9, 2005
50.0'
VA (11 E -S - IS CC- "PCA �jI
SURFACE
-'; SM -9.5A
VAP-IE5
�--
1/4": 1' 1/4
'7 VAr2 (65
/ -8-"#21/21A
SUB -BASE MIN. CE3R=10 AGGR. BASE
WITH COVERED
PRIME COAT
TYPICAL ROAD CROSS SECTION - SIENNA LANE
N.T.S.
SEE fl,5Pt-+At-T --4 5 -rat -r6 'TH-tcK N/ G-55 ME-s01Z.EMC NTS
PA-rc-D F852t)A-2Y 9, 2008- 5&PAIZAT>r A-TTACH.MGNT'
1 ": 1 '
is
3
i
KURT M. GLOECKPIER
�,�49/400
COXAL �'
JOB NUMBER
05-015-00
DWG. NAME
050150ORD.DWG
JF'!tt 9
OF �7
DATE
NOVEMBER 9, 2005
SCALE
1 "=50'
KURT M. GLOECKNER
5549
'SIONAL 1�
JOB NUMBER
05-015-00
DWG. NAM E
0501500RD.DWO .+
�-� SHEET
2 oF
�.l(p s.�%
-+r
E
•
t
t
JOB NUMBER
05-015-00
DWG. NAM E
0501500RD.DWO .+
�-� SHEET
2 oF
�.l(p s.�%
DATE
NOVEMBER 9, 2005
5. L
1 lt=50'
OP
�-F4-
KURT M. W008
P &. vd
L 5649
05-015-00
W . TAME
0501500RD.0WG ,o
SHEET
062
6�I31
68I:.
679
678
677
676
DATUM ELEV
DAT!
5
I
68�
681
679
679
678
677
676
DA TUM AEV
67'5.00
10+00 10+10 10+20 10+30 -1G -4e-
o + (o4", 2-0
STORM PIPE. 1-2 PROFILE
HORIZONTAL SCALE: 1"=10'
VERTICAL SCALE: 1"=2'
660
659
658
657
656
655
654
653
DATUM ELEV
652.00
r-
rri
r`
FINISHED
GRADE
FINISHED
i
M
GRADE
o r.
,
o � Z
•
Q
GRADE
cn w ?
r
.s
o z
STA. 1C+40
-I�
STA. 1C+40—
+40ES-1
ES-1
673.30
INV. OU
=6:66.5
N
CO
m
00
00
c�
cc>
cQ
ca
68�
681
679
679
678
677
676
DA TUM AEV
67'5.00
10+00 10+10 10+20 10+30 -1G -4e-
o + (o4", 2-0
STORM PIPE. 1-2 PROFILE
HORIZONTAL SCALE: 1"=10'
VERTICAL SCALE: 1"=2'
660
659
658
657
656
655
654
653
DATUM ELEV
652.00
r-
rri
r`
660
650
658
657
656
655
654
653
DATUM ELEV
652.00
10+00 10+10 10+20 10+30
{0 +39•'gi
STORM PIPE 3-4 PROFILE
HORIZONTAL SCALE: 1"=10'
VERTICAL SCALE: 1"=2'
632
631
63
629
628
627
626
625
624
623
622
621
DATUM ELEV
FINISHED
GRADE
FINISHED
i
i
GRADE
EXISTING
i'
•
Q
GRADE
cn w ?
r
.s
o z
STA. 1C+40
-I�
ES -1
(053.60
INV. OU
=654.5
N
CO
cD
cD
�
c0
660
650
658
657
656
655
654
653
DATUM ELEV
652.00
10+00 10+10 10+20 10+30
{0 +39•'gi
STORM PIPE 3-4 PROFILE
HORIZONTAL SCALE: 1"=10'
VERTICAL SCALE: 1"=2'
632
631
63
629
628
627
626
625
624
623
622
621
DATUM ELEV
10+00 10+10 10+20 10+30 10+40
STORM PIPE 5--6 PROFILE
HORIZONTAL SCALE: 1 "=10'
VERTICAL SCALE: 1"=2'
632
631
630
629
628
627
626
625
624
623
622
621
DATUM ELEV
620.00
10+40 i e +-5%-
1
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11.4-00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20
12 -+-;?4-
TORM PIPE 7-8 PROFILE
HORIZONTAL SCALE: 1"=10'
VERTICAL SCALE: 1"=2'
REVISIONS
JANUARY 18, 2006
MARCH 7, 2006
APRIL 28, 2006
MAY 9, 2006
JUNE 4, 2010
, AS-BUILTS
N Qy
L. i1 RIVER
. 019933
NFA.L
®.ATE
NOVEMBER 9, 2005
SCALE
1 "-50'
KURT M. GLOECOER
.g; 5649
F
FINISHED
i
i
GRADE
EXISTING
i'
•
Q
GRADE
r
o z
-I�
Q
STA. 10+56
E8-1 6
0.10
INIV. OUT=
rn
ao
�t
L
o
o
00
t")
ti r
o
o
N
Qi
o0
r
i d
6 t- i
�
�
N
10+00 10+10 10+20 10+30 10+40
STORM PIPE 5--6 PROFILE
HORIZONTAL SCALE: 1 "=10'
VERTICAL SCALE: 1"=2'
632
631
630
629
628
627
626
625
624
623
622
621
DATUM ELEV
620.00
10+40 i e +-5%-
1
10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11.4-00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20
12 -+-;?4-
TORM PIPE 7-8 PROFILE
HORIZONTAL SCALE: 1"=10'
VERTICAL SCALE: 1"=2'
REVISIONS
JANUARY 18, 2006
MARCH 7, 2006
APRIL 28, 2006
MAY 9, 2006
JUNE 4, 2010
, AS-BUILTS
N Qy
L. i1 RIVER
. 019933
NFA.L
®.ATE
NOVEMBER 9, 2005
SCALE
1 "-50'
KURT M. GLOECOER
.g; 5649
F
JOB NUMBER
05-015-00
DWG. NAME
050150ORD.DWG
AN
SHEET
4
OF
i
i
i'
•
r
-I�
i
JOB NUMBER
05-015-00
DWG. NAME
050150ORD.DWG
AN
SHEET
4
OF