HomeMy WebLinkAboutWPO200800062 Plan - Other (not approved) 2008-05-29EROSION AND SEDIMENT CONTROL PLANS FOR
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TM 32, PARCELS 42A,44; TM 46, PARCEL 5
RIV NN ISTRICT, L EM RLE COUNTY, VIRGINIA
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DB OU -274
DB UO -806
DB 141 -281
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DB 233 -420
TYP 4,
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DB soot
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R 1 OF 6 COVER SHEET
R2 OF 6 NOTES AND LEGEND
R3 OF 6 EROSION AND SEDIMENT CONTROL PLAN
R4 OF 6 DETAILS
R5 OF 6 EXISTING CONDITIONS
R6 OF 6 DRAINAGE AREAS MAP
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HM AQUISITION GROUP, LLC
126 GARRETT STREET
CHARLOTTESVILLE VA 22902
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Approximate
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OB 2678 -508
Wetlands DB 2878 -461
DB OU -274
DB UO -806
DB 141 -281
Location of
Electric Easement
DB 233 -420
TYP 4,
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DB soot
OB 2 220"188. 878.
APpaRlmate � 220"188.
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YIUST►NC 68' PUBLIC Wr
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R2 OF 6 NOTES AND LEGEND
R3 OF 6 EROSION AND SEDIMENT CONTROL PLAN
R4 OF 6 DETAILS
R5 OF 6 EXISTING CONDITIONS
R6 OF 6 DRAINAGE AREAS MAP
S_7
Owner TMP 32 -44145 & TM 46 -5
HM AQUISITION GROUP, LLC
126 GARRETT STREET
CHARLOTTESVILLE VA 22902
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Location a1 GB-# 8
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DB f4f -ter
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DO 329 m
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DB 2878 -551
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DB 468 -864
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Use: yacora
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MEETING STR6YT
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' DO 287 -18.02
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Use: Cenrrac{s{
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YIUST►NC 68' PUBLIC Wr
wer reerr erMF�M
'
WOWW
R 1 OF 6 COVER SHEET
R2 OF 6 NOTES AND LEGEND
R3 OF 6 EROSION AND SEDIMENT CONTROL PLAN
R4 OF 6 DETAILS
R5 OF 6 EXISTING CONDITIONS
R6 OF 6 DRAINAGE AREAS MAP
S_7
Owner TMP 32 -44145 & TM 46 -5
HM AQUISITION GROUP, LLC
126 GARRETT STREET
CHARLOTTESVILLE VA 22902
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Owner TMP 32 -44145 & TM 46 -5
HM AQUISITION GROUP, LLC
126 GARRETT STREET
CHARLOTTESVILLE VA 22902
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JOHN DAVID BEItA
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DATE: 05/29/08
CONTRACTOR'S COORDINATION RESPONSIBILITIES
TEMPORARY SEEDING SPECIFICATIONS:
ADJ
ADJUST
February 16 through April 30:
1.
THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE
Use Annual Ryegross at 60 to 100 lbs/acre.
LIMIT OF DISTURBANCE
PLANS.
BOTTOM FACE CURB
2.
ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO
May 1 through August 31:
BASEMMENT FLOOR ELEVATION
NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY
Use German Millet at 50 lbs/acre.
BM
GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
MAX
3.
THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE
September 1 through February 15:
MIN
RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION.
Use a 50/50 Mix of Annual Rye and Winter Rye at 50 to 100 lbs/acre.
4.
CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF
PERMANENT SEEDING SPECIFICATIONS:
BS
CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION
February 16 through April 30:
NOT TO SCALE
DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK.
Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Annual Rye - 20 lbs/acre. Add 20 lbs /acre Indian grass
5.
THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH
when slopes are greater than 3:1.
CUBIC: FEET
PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES.
,; :> ......... -< FIRE PROTECTION LINE
CL
CHAINI LINK
May 1 through August 15:
6.
CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE
Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Foxtail Millet - 20 lbs/acre. Add 20 lbs /acre Indian grass
RIGHT
COUNTY CODE.
CUBIC: YARDS
R/W
RIGHT OF WAY
when slopes are greater than 3:1.
7.
CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA
SPOT ELEVATION
DIA
FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN
August 16 through October 31:
SQUARE
ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS
Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs /acre; Annual Rye - 20 lbs /acre. Add 20 lbs /acre Indian grass on
STA
PART OF THE CONTRACT DOCUMENTS.
slopes greater than 3:1.
8.
CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS (IF A PERMIT EXISTS).
SIDEWALK
EC
EDGE OF CONCRETE
November 1 through February 15:
9.
CONTRACTOR SHALL BE RESPONSIBE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS)
Kentucky 31 Fescue - 128 lbs /acre; Red Top Grass - 2 lbs/acre; Winter Rye - 20 lbs /acre. Add 20 lbs/acre Indian grass on
TBC
INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES,
slopes greater than 3:1.
END SECTION
ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS
TO BE REMOVED
EXIST EXIS33NG
AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE
MULCHING SPECIFICATIONS:
FC
INCLUDED IN BASE BID.
TRM
TO REMAIN
FL
Straw or hay at a rate of 2 tons /acre. Must be anchored, Spread with mulch blower or by hand.
10.THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER
TOP OF WALL
FIFE
MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY
LIME AND FERTILIZER SPECIFICATIONS:
TOP OF SLOPE
THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE
Lime and fertilizer needs should be determined by soil tests. Soil tests may be preformed by the Cooperative Extension Service
TYP
EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT
Soil Testing Laboratory at VPI &SU, or by a reputable commercial laboratory. Information concerning the State Soil Testing
GROUNND ELEVATION
WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP
WETLANDS
GR
REGULATIONS.
Laboratory is available from County Extension Agents. Under unusual conditions where it is not possible to obtain a soil test, the
WATER SURFACE EDGE
following soil amendments will be applied:
11.
CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND
For Permanent Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 1,000 lbs. per
AIR RE =LEASE VALVE
SPECIFICATIONS.
acre of 10 -20 -10 (10 lbs. per 1,000 square feet) or equivalent.
BOA
BLOW (OFF ASSEMBLY
For Temporary Seeding: Seeded areas shall be limed at a rate of 2 tons per acre, and fertilized at a rate of 600 lbs. per acre
MANHOLE
CO
f_F.NVRAT. F.ROCION AND CEIIIMRNT CONTROI. NOTES
of 10 -20 -10 (10 lbs. per 1,000 square feet) or equivalent.
ES -1: Unless otherwise indicated, all vegetative and structural erosion and sediment control
practices will be constructed and maintained according to minimum standards and specifications of
the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -02 -00 Erosion
and Sediment Control Regulations.
ES -2: The plan approving authority must be notified one week prior to the preconstruction
conference, one week prior to the commencement of the land disturbing activity, and one week
prior to the final inspection.
ES -3: All erosion and sediment control measures are to be placed prior to or as the first step in
clearing.
ES -4: A copy of the approved erosion and sediment control plan shall be maintained on -site at all
times.
ES -5: Prior to commencing land disturbing activities in areas other than indicated on these plans
(including, but not limited to, off -site borrow or waste areas) the contractor shall submit a
supplementary erosion control plan to the owner for review and approval by the plan approving
authority.
ES -6: The contractor is responsible for the installation of any additional erosion control measures
necessary to prevent erosion and sedimentation as determined by the plan approving authority.
ES -7: All disturbed areas are to drain to approved sediment control measures at all times during
land disturbing activities and during site development until final stabilization is achieved.
ES -8: Duffing dewatering operations, water will be pumped into on approved filtering device.
ES -9: The contractor shall inspect all erosion control measures periodically and after each
runoff - producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of
the erosion control devices shall be made immediately.
ES -10: The developer shall reserve the right to install, maintain, remove and /or convert to
permanent structures all erosion control measures required by this plan regardless of the sale of
any lot.
ES -11: Temporary Fill Diversion is to be installed per Std. & Spec. 3.10, and it is to be maintained
daily until adequate stormwater measures are installed and positive flow to basin is provided.
ES -12: All entrances except for the approved construction entrances shall be blocked in such a
manner as to not allow access to the site.
ES -13: No building permits shall be issued for any lot containing E &SC measures until the site is
deemed stabilized enough for the removal of the measure.
MAINTENANCE SCHEDULE:
1. The contractor shall have a Responsible Land Disturber ( "RLD "), on the site throughout the
period during which the site is under construction. The "RLD" shall maintain a daily erosion
and sediment control log demonstrating that erosion and sediment control measures are
being closely monitored and deficiencies are being quickly repaired. The "RLD" shall assure
that all control measures are being maintained in optimal condition. The log shall be made
available for inspection by the Program Authority at any time during regular business hours.
2. Prior to construction contractor shall schedule on on -site meeting with a flocculent block
supplier and site inspector to determine if the use of flocculonts is appropriate for the site
and soil conditions.
3. The Site Superintendent or his representative shall make a visual inspection of all erosion and
sediment controls on a daily basis until the site is stabilized and especially after a heavy
rainfall to assure that all controls are in place and that none have been damaged. Any
damaged control shall be repaired prior to the end of each workday to include reseeding if
necessary.
4. Gravel outlets shall be checked regularly for sediment buildup that may prevent drainage.
Controls shall be inspected and repaired after each rainfall and cleaned if sediment has
accumulated to half of the device's original height.
5. All earthen structures such as diversion dikes and berms shall be checked daily during
construction for breaching by equipment. Repairs shall be made immediately.
6. Silt fences shall be checked after each rainstorm to assure they have not fallen or become
clogged with silt. All repairs shall be made immediately.
7. All seeded areas shall be inspected regularly to see that good stand is maintained. Areas will
be refertilized and reseeded as necessary.
8. After construction operations have ended and disturbed areas have been stabilized, all berms
and sediment - trapping devices may be removed. After removal, the ground shal be restored
to its natural or proposed condition to include establishment of permanent vegetation.
Removal of any control is contingent upon approval of the County Inspector.
9. The developer shall reserve the right to install, maintain, remove and /or convert to
permanent stormwater management facilities (where applicable) all erosion control measures
required by this plan regardless of the sale of any lot.
GENERAL CONSTRUCTION NOTES
1. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS, WORK WITHIN STATE
RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS
AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
2. 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.
3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT
UNLESS OTHERWISE NOTED.
4. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS,
SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE
MATERIAL IN 6' LIFTS.
5. COMPACT LA'i':RS OF FILL TO 95 PERCENT BY ASTM D 1557 BENEATH AND WITHIN 25 FEET OF BUILDINGS AND STRUCTURES
AND BY ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS,
INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY
ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY
NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL.
6. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE
FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS
OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS. COMMON FILL
MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY
SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW,
SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND
MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, N0, 200 SIEVE. SELECT MATERIAL: ASTM D 2487,
CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE.
7. 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.
8. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
9. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR
BETTER ARE TO BE ACHIEVED.
10.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.
11. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
12.UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
13.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
14.ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRELUDE THE PONDING OF THE WATER
ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS.
15.CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE
COUNTY STANDARDS AND SPECIFICATIONS.
16.ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION
SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY.
17.I1N THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING
EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THEY CONTRACTOR SHALL
STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY
THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
ADDITIONAL EROSION MEASURES:
1. Sediment laden water from sediment traps shall be pumped into a Dirtbag or other approved
filtering device when traps are cleaned and /or removed.
2. Wire supported silt fence and safety fence shall be placed around voluntary stream buffer and
protected wetland areas in areas shown on plan to prevent disturbance.
3. Flexterro Flexible Growth Medium, or approved equivalent, shall be applied to all slopes for
stabilization.
4. Allowable timeframe for application of slope stabilization materials has been reduced from seven
days to four days or less.
5. The contractor shall have a Responsible Land Disturber ( "RLD "), on the site throughout the
period during which the site is under construction. The "RLD" shall maintain a daily erosion and
sediment control log demonstrating that erosion and sediment control measures are being
closely monitored and deficiencies are being quickly repaired. The "RLD" shall assure that all
control measures are being maintained in optimal condition. The log shall be made available for
inspection by the Program Authority at any time during regular business hours.
6. Allowable time for Temporary Seeding shall be shortened from 30 days to 14 days.
ABBREVIATIONS LEGEND
EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION
GENERAL
ABAN ABANIDON(ED)
IFIRON FOUND
ADJ
ADJUST
IS
IRON SET
APRX APPROXIMATE
LOD
LIMIT OF DISTURBANCE
BFC
BOTTOM FACE CURB
LF
LINEAR FEET
BFE
BASEMMENT FLOOR ELEVATION
LT
LEFT
BM
BENCHMARK
MAX
MAXIMUM
BC
BUILDING CORNER
MIN
MINIMUM
BOW
BOTTOM( OF WALL
MON
MONUMENT CONCRETE
BS
BOTTOM OF SLOPE
NTS
NOT TO SCALE
CG12
ACCESSIBLE CURB RAMP
PRVD
PROVIDED
CF
CUBIC: FEET
R RADIUS
,; :> ......... -< FIRE PROTECTION LINE
CL
CHAINI LINK
READ
REQUIRED
CONIC CONCFRETE
RT
RIGHT
CY
CUBIC: YARDS
R/W
RIGHT OF WAY
C/C
CENTER TO CENTER
SE
SPOT ELEVATION
DIA
DIAMETER
SO
SQUARE
DC
DECK '.ORNER
STA
STATION
DW
DRIVE[WAY
SW
SIDEWALK
EC
EDGE OF CONCRETE
TBA
TO BE ABANDONED
EP
EDGE OF PAVEMENT
TBC
TOP BACK CURB
ES
END SECTION
TBR
TO BE REMOVED
EXIST EXIS33NG
TC
TOP OF CURB
FC
FENCEE CORNER
TRM
TO REMAIN
FL
FENCEE LINE
TOW
TOP OF WALL
FIFE
FINISHiED FLOOR ELEVATION
TS
TOP OF SLOPE
FT
FUEL TANK
TYP
TYPICAL
GE
GROUNND ELEVATION
WET
WETLANDS
GR
GUARDRAIL
WSE
WATER SURFACE EDGE
UTILITY
ARV
AIR RE =LEASE VALVE
LP
LIGHT POLE
BOA
BLOW (OFF ASSEMBLY
MH
MANHOLE
CO
CLEANICUT
MHD
MANHOLE (DRAINAGE)
CPD
TELEVISION PEDESTAL
MHE
MANHOLE (ELECTRIC)
CAN
CABLE TELEVISION
MHS
MANHOLE (SEWER)
CMP
CORRE(GATED METAL PIPE
MHU
MANHOLE (UTILITY)
DFC
DRAINF-IELD CORNER
OHE
OVERHEAD ELECTRIC
DI
DROP (INLET
OHT
OVERHEAD TELEPHONE
DIP
DUCTILLE IRON PIPE
PP
POWER POLE
ET
ELECTRRIC TRANSFORMER
PVC
POLYVINYL CHLORIDE
EW
END WAALL
RCP
REINFORCED CONCRETE PIPE
FH
FIRE HIYDRANT
SAN
SANITARY
FM
FORCE MAIN
SCC
STORMWATER CONVEYANCE CHANNEL
PROPERTY LINE
............ - - - - ADJACENT PROPERTY LINE
- - - - - VACATED PROPERTY UNE
BUILDING SETBACK
-0 PARKING SETBACK
MOM a 0 ■ • ZONING LINE
9W r1om 11M = M LIMITS OF DISTURBANCE
FLOODPLAIN LIMIT
® UNDISTURBED BUFFER ZONE
. ...... - - EDGE OF GRAVEL
....... EDGE OF PAVEMENT
- - - - - ROLL TOP
CG -2 STANDARD 6' CURB
CG -3 STANDARD 4' CURB
��...
CG -6 COMBINATION 6' CURB do GUTTER
CG -7
COMBINATION 4' CURB do GUTTER
.4 BE BUILDING ENTRANCE
CEO LOADING DOCK
BOLLARD
-� SIGN
r r
.............` ...... STEEL GUARDRAIL
..... ............................... r1 WOOD GUARDRAIL
PATH
,.......,....,,...v.. - TREE LINE
..... ..... ................h......... FENCE
:..,....r., ..,.,,....... BLOCK WALL
RETAINING WALL
STREAM / WATER COURSE
- - -- POND
............. : .............
12
Do
INTERVAL CONTOUR
INDEX CONTOUR
TOP OF CURB ELEVATION
r; =. .., .•
CROSSWALK
125 BC
BOTTOM OF CURB ELEVATION
HANDICAP ACCESSIBLE AISLE
x
A
CG -12
CL
X
12' EOP
�:
`6f;
HANDICAP PARKING
a.:..e �vi
SPOT ELEVATION
�
0 0
x
12' TW
TOP OF WALL ELEVATION
Y
x
VAN - ACCESSIBLE HANDICAP PARKING
VAN
VAN
e n
CONCRETE PAVEMENT / SIDEWALK
�LTH OF
- uD UNDERDRAIN
x
125 TC
TOP OF CURB ELEVATION
r; =. .., .•
x
125 BC
BOTTOM OF CURB ELEVATION
Y �. ..
x
125 FL
FLOW LINE ELEVATION
CL
X
12' EOP
EDGE OF PAVEMENT ELEVATION
`6f;
x
125
SPOT ELEVATION
�
0 0
x
12' TW
TOP OF WALL ELEVATION
Y
x
125 BW
BOTTOM OF WALL ELEVATION
TEST PIT LOCATION /BORING LOCATION
qa
A
BENCHMARK
•
IRON FOUND
,; :> ......... -< FIRE PROTECTION LINE
IRON SET
�LTH OF
- uD UNDERDRAIN
o
SEWER CLEANOUT
STORM SEWER
J
C
coM
U
J9 ��
E
U
CL
a
o aai
WATER WELL
C
o
�
0 0
A
.:............. - s °w WATER LINE
NN
v O
y
m
qa
A
arc
�LTH OF
- uD UNDERDRAIN
o
SEWER CLEANOUT
STORM SEWER
J
_............ a;:y ............. RD ROOF DRAIN
B•.S _ SEWER LINE
FIRE HYDRANT
............ TD TRENCH DRAIN
WATER WELL
00
o
GAS VALVE
A
.:............. - s °w WATER LINE
A
�
,; :> ......... -< FIRE PROTECTION LINE
M
........... - ws WATER SERVICE LINE .............
w
Y
U
- c GAS LINE
_
...... _ - --• - OHE OVERHEAD ELECTRIC WIRE
Z
o
q
.........'.<:; . ............. -UGE UNDERGROUND ELECTRIC
CD
'-�
C/1
- OHT OVERHEAD TELEPHONE LINE
>
U3
M
A
............ - ucT UNDERGROUND TELEPHONE LINE
�
A ;:, ............ -DAry - CABLE TV
DRAIN INLET (DI)
STORM /SANITARY MANHOLE
PLUG OR STUB
HEADWALL
c"
o
SEWER CLEANOUT
®
WATER VALVE do BOX
FIRE HYDRANT
®
WATER METER
WATER WELL
00
o
GAS VALVE
o�M
GAS METER
LIGHT POLE
❑ TRANSFORMER PAD
UTILITY POLE
♦ GUY POLE
a
Z o
O
W �
A
m
0
w
z
c?
w
0
0
4
v�
ui
a
U)
. d
LU
34
I
J �
RIPRAP z
FO FIBER (OPTIC TOP TOP ELEVA11ON MATCHILINE
«<<il<
NEW ASPHALT
FT FUEL TTANK TP TELEPHONE POLE Z
OGL GRASS � GAS LIMNE TPD TELEPHONE PEDESTAL �
GM GAS MBETER EC -2 BLANKET MATTING Z
TSV TAPPING SLEEVE do VALVE
GT GREASEE TRAP LIE UNDERGOUND ELECTRIC EC -3 TYPE A NOTES:
GP GUY POLE EC -3 TYPE B 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. a �
UP UTILITY POLE 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. O W k
GW GUY MARE UT UNDERGROUND TELEPHONE + + + GREENWAY AREA DEDICATED TO ALBEMARLE COUNTY 3. REFER TO LANDSCAPE SHEET FOR ADDITIONAL SYMBOLS. � � � Q
O
GV GATE VVALVE WL WATER LINE y y y GREENWAY AREA DEDICATED TO ALBEMARLE COUNTY U W
HOPE HIGH DDENSITY POLYETHYLENE WM WATER METER v <y s vvvvvv WETLAND U Ew4 a w
u..n;...;�..�..�...:�..:...:
INV INVERTF WV WATER VALVE E-4 W
........... - - - - - -- SANITARY EASEMENT W Q
..... ............. - -...- GRADING EASEMENT
Q O
DRAINAGE EASEMENT W E-1
-- UTILITY EASEMENT Cf) Ew-4
Z W U O
............. ... ...... ......... ._. WATER EASEMENT
_.__._. ACCESS EASEMENT >-4 E .. 4
Z � �
••• ••••• • - STORM DRAINAGE EASEMENT O Q Q
,.O Z di
�rx Z
W
0 > w
EROSION AND SEDIMENT CONTROL a Q14 1U)
DDR PROJECT NO: 08.01
TEMPORAR SAFETY FENCE SAF 3.11 DI ERSON RIGHT -OF -WAY � 3.1 TEMPORARY
3 TS ---0 -- SEEDING INDEX TITLE:
[3.0]2 CONSTRUCTION CE [3.15] TEMDR SLOPE (j� 3.32 P SE DIN ANT T PS ---a E 2
3.05 SILT FENCE SF D
3.09
TEMPORARY
DIVERSION
N
[3.18] OUTLET OP
3 17 STOR CH ONNEL ANCE
F SCC 0
3 MULCHING MU MD
3.39 DUST CONTROL DC Dc
SHEET NO: 2 OF 6
DATE: 05/29/08
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Note:
1. 18 "0 and 6 "0 Orifices to be capped while
pond is acting as a sediment basin. FLARED END-SECTION
TEMPORARY SLOPE DRAIN FLARED END - SECTION
2. 24 "0 Orifice will serve as dewatering orifice (CONTINUED) V
for sediment basin. C J
J
DIA. CONNECTOR SECTION C
Top of Dam °
Q� co v
EEll = 486.9
EARTHEN DIKE PROVIDE INLET � _ U � u
CORRUGATED METAL (COMPACTED) PROTECTION
` \ E;XTEN91ONZ COI.I,1sR Q
25 Elev - 479 73 / Emergency Spillway \ O
yr.._... - _.._...- ........- `- ....... . _.......- ...... ....... .......... - \. p DIA. C O (�
8 % 0 ; - j' Elev = 485.0 �� \ WATERPROOF SEAL THREADED ROD O O �
Trash Rack \� \ n +e• REINFORCED _ C
` ��\ \... 3 24:1 EDGE C 0
/ \\ \. A SIDE LUG
- I
\ \1
°
Q O
.... ................... .............. -- ................---- - - - - -- .................. PROVIDE OUTLET SKIRT SECTION
PROTECTION
STANDARD FLARED E ND SECTION
Crest Elev 484:0 .............: I j . ALTERNATE CONNECTION . ... .......... ........................... .... ...... ....i--..............-------...............----------"----......... N Q
Pond j 3
•. \ y
/ / \ v O 41, .c,
Embankment Impervious _ TOE PLATE, WHERE NEEDED, TO BE PUNCHED TO MATCH IN SKIRT LIP. 3/S" GALV. BOLTS 0 T V
__ '� I Core ��\ \.., Nr
a
2..._- .....2'....W _ irs.._ ln. v......... 48. 1.,. 13....-- ....... ............... ................ 1 �.. .............._............;... i� (... / TO BE FURNISHED. LENGTH OF TOE PLATE IS W + 10° FOR 12" TO 30° DIA. PIPE
\. A �20' APPROX. AND W + IA. FOR 36" TO 60" DIA. PIPE. v,
�j , \. SKIRT SECTION FOR 12" TO 30" DIA. PIPE TO BE MADE IN ONE PIECE. 4a a�G
\.. SECTION VIEW W
t_ SKIRT SECTION FOR 36" TO 54" DIA. PIPE MAY BE MADE FROM TWO SHEETS JOINED BY
i`/ ��.. PLAN RIVETING OR BOLTING ON CENTER LINE, 60" MAY BE CONSTRUCTED IN 3 PIECES.
_ L..i /� \...
. 1..&... ....Or.i.f.ice........In.y..... 480...5 .................. NOTE: SEDIMENT MA'.Y BE CONTROLLED AT OUTLET IF UPLAND PONDING
� '\ CONNECTOR SECTION, CORNER PLATE AND TOE PLATE TO BE SAME SHEET THICKNESS AS SKIRT. 1'TH OF
��. \ WILL CREATE PROBLEMS WHERE FLARED END - SECTIONS ARE
END - SECTIONS AND FITTINGS ARE TO BE GALVANIZED STEEL OR ALUMINUM ALLOY FOR USE
TO BE USED WITH BITUMINOUS
COATED / j \��. \'\ COATED AND PAVED METAL PIPE, WITH LIKE PIPE. O
----- . \, ; 6' Diameter THEY ARE TO BE GALVANIZED ONLY.
2�' Dewatering Orifice Inv = 478.5 \ ;, Concrete Standpipe/ / I \
\ ,4
U
100 LF of 48 Class III RCP ®9.0% �� \ ,�. TYPICAL CROSS- SECTION JOHN DAVID 042267 B IRNEJR
/ \`� \'' EARTHEN DIKE r��\ L
/ ------------ ------- / Inv = 475 i i i ° a \ ° ° q-I \\ (COMPACTED) 3:1 APPROX. art
6" Orifice---- ...InY---- - - = - -- 475:_5.... -' i ° i i ° l \.
-......
2 1/2:1
Basin Bottom = 471.0 _z..:.......:. ................ ° .....:........._ a..._- ................................ I SLOPE G�
.................... ./ ......................... ........................ Q.....A. q . ...... .................. ............................... qa.................................. ...............................
G �........... c ° i. r ................. ............................... r..... ................n.............. q ° i TONAL
., ° I Inv Out = 466.0 � "
12'x12'xl Y' ° ' ° r o ° $ e i �i i i a ° ° i W /VDOT Std. ES -1 D 18 , D +6 2s H
Concrete Base n ° <, ' i • i ' 4' Min. Jn ° °G °
------------------- -----------__-- - - - - -- ° "-...._ 4 ............... ----- - - - - -" - Concrete % r Cut Off Concrete
IIIII - - 11111= M
_ m
H LES ON 12 CENTERS -MAX LLI
S
hil
WM 3 Existing Sediment Basin Detail E3ECTION A - A T❑E PLATE
E4 Not To Scale ELEVATION
COMPACTED SOIL
Compacted Soil
PIPE
SHEET THICKNESS
DIMENSIONS
DIA.
Apron Length
(ft)
Upstream Apron
Width (ft)
A
B
H
L
W
C
10
STEEL
ALUMINUM
"FOL.
Class Al
TSD 2
30
10.17
10
4
10
12
1
MAX.
1 "TOL.
1 2 TOL.
2 "TOL.
4
21'
.064"
.060"
10"
12"
6"
36"
42"
24"
7 "130
.064"
.075"
12"
16"
S"
51"
60"
24"
w
8 TOE U
PLATE
Z x
iJ7
18 �/ ~ ~�\. ca Z
- MIN
- -Flow
0
Hr
(' 2 Tem oraar Slope Drain (TSD)ti
6' MIN ---�� }
E 4 Not To Scale 0°
a
w
Z
0
o
w
0
r
3 Temporary Ri ht -of -Wa Diversion (RWD) (_
4 Ttmporary Temporary Diversion Dike (DD)A
E4 Not To Scale E4 NOT TO SCALE 19
CONSTRUCTION OF A SILT FENCE
70' Min LLi
(WITH WIRE SUPPORT)
Stone 3" SM -2A Asphalt IJO U)
Construction Existin g 1. SET POSTS AND EXCAVATE A 4 "X4" 2. STAPLE WIRE FENCING To THE POSTS.
Access 2% Slope f- 2% Slope TRENCH UPSLOPE ALONG THE LINE
- Pavement OF POSTS.
' W
{ > �.. Aron Length L _
6 21 A Aggregate Base Filter Cloth /
I
Existing �_ a
: : : : : :......- :: :. -. - -- :.- ...::::I g
Width Grade SECTION B -B w
Pipe Diameter ... ............................._.
�, { fir` I s r1 Stone Depth Existing II v w d
A Pavement `� II
PIPE OUTLET TO 11f11: = -=
WELL- DEFINED SECTION A -A � � T )
FILTER CLOTH - C� C� _ ° w
CHANNEL � � c�
PLAN VIEW ��. ^� KEY IN 6 -9' ; 12'* Min = - x `� CeD
" RECOMMENDED FOR 2% Slope �=
ENTIREPERIMETER ...................... .... ......................... _.........................................
Outlet Protection Table
Outlet Structure
Pipe Diameter
(in)
Discharge (cfs)
Apron Length
(ft)
Upstream Apron
Width (ft)
Downstream Apron
Width (ft)
Stone
Depth (in)
Riprap Stone
Size
TSD 1
21
3.96
10
4
10
12
Class Al
TSD 2
30
10.17
10
4
10
12
Class Al
TSD 3
30
8.75
10
4
10
12
Class Al
TSD 4
30
11.20
10
4
10
12
Class Al
SCC 1
-
15.15
10
4
10
12
Class Al
Stone I A - Positive Drainage *Must extend full FLOW _11M - I'' III
Construction To Sediment width of ingress
Access Trapping Device and egress operation 4"
PLAN VIEW 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. a
O
-i 0
0
12' Min Positive Drainage i ; I
To Sediment
2% Slope Trapping Device
�-O W
rf
LD -268 Roadside Ditch Calculation
The Meadows SCC Calculations
...
Earth Protective Lining
W
D
CA
Tc
12
Q2
Additional
Flows
Total
12-Year Flow
Slope
Allow
n select
n =.03
n =.05
n =.015
110 010 DEP: Remarks
STA STA
DA
C
Inc
Acc
Rift
Uel
Vel
Qn
VEL
DEP
On
DEP
SCC 1
10
11
0.16
0.40
0.064
0.064
5.0
5.5
0.35
0.35
0.040
4.0
0.03
2.32
7.07
0.45
0.27
Grass
11
12
0.79
0.4
0.316
0.38
5.7
5.2
1.99
1.99
0.040
4.0
0.05
0.10
2.44
0.57
6.82
2.59
0.63
El
12
13
0.63
0.4
0.252
0.632
6.4
5.0
3.19
3.19
0.010
4.0
0.05
10.16
1.64
0.881
6.61
4.17
0.98
EC -2
13
14
0.67
0.4
0.268
0.9
7.4
4.8
4.30
4.30
0.010
4.0
0.05
022
1.76
0.99
6.30
5.671
1.10
EC -2
14
15
0.45
0.4
0.180
1.08
8.4
4.6
4.92
4.92
0.010
4.0
0.05
025
1.82
1.04
6.05
6.53
1.16
EC -2
15
16
0.89
0.4
0.356
1.436
9.3
4.4
6.25
6.25
0.020
4.0
0.05
0.31
2.51
1.00
5.82
8.36
1.11
EC -2
16
17
0.84
0.4
0.336
1.772
9.9
4.2
7.48
7.48
0.010
4.0
0.05
0.37
2.02
1.22
5.66
10.04
1.36
EC -2
17
18
0.82
0.4
0.328
2.1
10.8
41
8.54
8.5,4
0.030
4.0
0.05
0.43
3.16
1.04
5.48
11.51
1.16
EC -2
18
19
0.33
0.4
0.132
2.232
11.3
4.0
8.87
8.87
0.080
7.0
0.05
0.44
4.60
U81
1
5.37
11.99
0.98
EC -2
191
20
0.25
0.4
0.100
2.332
11.7
3.9
9.12
9.12
0.100
7.0
0.05
0.46
5.04
O.851
1
15.30112.3510.95
Class Al Riprap
20
21 Oq
1.41
0.4
0 56411
2.896
12.0
3.9
11.17
11.17
0.100
7.0
0.051
0.56
5.30
O.921
1
15.23115.1511.03
Class Al Riprap
Shoulder / / FILTER FABRIC
Where applicable / / i% j' ?� E4
NOTE: A minimum water tap of 1" must be installed with a minimum 1" _ _ Z U)
\C) j bollcock shutoff valve supplying a wash hose with a diameter of 1.5" for - WIRE O Q
adequate constant pressure. Wash waster must be carried away from the paved -I� J
construction entrance to an approved settling area to remove sediment. All J
sediment shall be prevented from entering storm drains, ditches, or �� Z H
W watercourses. V W Z
w H-
Channel 0 ?
STORMWATER CONVEYANCE CHANNELS
SCC
W
D
STATION
LINER
1
0'
2,0'
10+00 to 11 +00
GRASS
1
0'
Illy
11 +00 to 19+00
VDOT EC -2
1
0'
2,0'
19+00 to 21 +08
1 CLASS Al MW
a
DDR PROJECT NO: 06.016
7 Paved Construction Entrance CE INDEX TITLE:
E 4 Not to Scale
�� r ti• i i T-1 Iry n
� iii � r once I�r
EC -2 blanket /matting shall be Model S150 as manufactured by North American Greem, or approved equal. SHEET NO:
6 Storm Conve ance Channel Schedule & Calculations E4 Not t0 Scale 4 OF 6
E4 Not To Scale
DATE: 05/29/08
- , , .. , - , - , — I I — � � .. 1. I ,. I � � I - , ." I I / ,� , . , , , . I
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I I 11
.1 -;t:- -i;;:.,� - ... I ,. I - i .?i. �1, .. - . : . .. ,�\ . - .. . ,. � W .
, , . , I I ---- � ...... :,�.. .. � . �. F; -�:: �, .. �, - - " ". . . . : i . .. � . - , 1, , . ., , . I , :1 - � I . �-...,.-::`, ,�� 1. � ,7n: .. ..... � :,��
, , .., , " . - " . -
; . , ;,X:",��7 - . , I I � . ..
� ..-- .- �� / .. .� .e .. .1% ..... � ,::1 . .1 � ... -.. I . �4 1 1, I" �., � . .1 I / /11 " / I I . , , . I .:.�-i:i.- � .. . - %-.7 .; - .: �-
� a - ! . , . .. �. . . .4::�.�_ 'T .... �, � �� � - � .. , -`
LEGEND , I --, " - , , .�'....:--b ... ... 1 1. ; . --, - :t-., , .- ,.:. i,-��,AMB' ...: - ' . . -, tl� ,� , � - --- - - " ,/ , , " ^,�.,� 7--:t-- , I ME IT, T
, - " ,o-' - , ! � ..'. ... V 71::. ---:. -.--- - : :.
j - , 1". ,,:-""---,,i,* . . I --... ... : I I , AGISIKEE7, ` - ,'�,_ - - ." I I �l I - : . "" , I.-_ I ". - . ..... I �-� .1 .
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--------------- INDEX TITLE:
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E 6
SHEET NO: 6 OF 6
DATE: 05/29/08