HomeMy WebLinkAboutWPO201400022 Plan - E&S Erosion Control Plan 2014-05-14X X CHAN LINK FENCE
PROPERLY LINE
LEASE AREA
OHT/OHP OVERHEAD TELEPHONE/OVERHEAD POWER
— — — — — — — — — — UNDERGROUND OBITTY LURES
LOD UMTS OF DISNRBWCE
— SF — SF — SF — SILT FENCE
OTRIN`TIIRAI PRAP.TIf.FS
O
o
SEDIMENT RORRIER
SILT FENCE ANU SUPER Slli FENCE
VA — HANDBOOK FD & SPEC 105
�1
STABIL- IION
R' STONE GONSFRUCTbN ENTRANCE
OCONSTRUCT)"
ENTRANCE
VA GSC NANEEWK STD k SPEC J.O2
OCULVERT IN.
VA GSC HADAOtlK SIT & SPEC 3.00
PROTEOOW
ODISTURBED
O OMET PROTENS1
VA E&SC IMNDG— SIO & SPEC 3.10
O DUSLCONTROL
VA E&SC HANBBOgK STD & $PEC C.
VEGETATIVE PRACTICES
O
DISTURBED ARTA
MULCHING
�1
STABIL- IION
VA OBSC HANDBODK 7D & SPEC 3.35
OP
DISTURBED AREA
SEEDING FOR TEMPORARY VEGELATME COVER WITH FAST
GRUWING SEEOINGS ON DISTURBED ARDS THAT WILL NOT
PARCEL ID: 0)400-00-00-014B1
STAWBED
DE BROUGHT TO RRAL GRADE WNHIN 30 SNS
VA E&SC -D11K SLD & SPEC 111
ODISTURBED
ARG
STABUUTON
PERMANENT BEGEN7ME COVER ARER END GWIING
VA E&SC HANDBOOK STD & SPEC 3.32
E&S NOTES:
1. EROSION & SEDIMENT CONTROL SHALL COMPLY W/
CHESTERFIELD COUNTY REQUIREMENTS
2. REFER TO VIRGINIA EROSION & SEDIMENT CONTROL
MANUAL (3RD ED) FOR ETRAL RUCTLIAND VEGETATIVE
PRACTICES REQUIREMENTS.
3. NO PROPOSED SOIL STOCKPILE AREAS.
4. LIMITS OF DISTURBANCE _ }38.385 SF (0.88 A)
5. IXISTING GRAVEL ROAD SHALL RECEIVE 12' WIDE X G"
SURFACE COURSE (—T #21A P\GGREGATE)
6. CONTRACTOR SNALL LAY FILTER CLOTH AND STONE OVER
AREA DISTURBED EACH DAY. CONTRACTOR SHALL ALSO
SEED AND MULCH STRIPPED & SPREAD TOPSOIL PRIOR
TO LEAVING EACH EVENING.
7. NO PROPOSED STORMWATER BMP'S.
i
Ol.
�1
[c Imo-'_-
SYISTING WATER PROTECTON
ORDINANCE BUFFER
PARCEL ID: 0)400-00-00-014B1
f
.0 BENSLAN FAN DMITBO PARTNERSHIP ti
711. PG. 603
G: RURAL ARDS
ZONING:
%N
✓,Y
PROPUSED AT&T 5060LEASE PAG`
BENI CONC.
/ PARCEL 10: 0740G-OD-00-014Bi
MONUMENT ELLV. 601.96'
_ _
ti VERUUI.1 FARM DRIVES PARMERSHIP ti
IVB. 731, PG. 603
ELEV.599D0'
'
ZONING: RIRAL PAFAS.//
PROPOSED Ai&i
COMPOUND CHAIN DAN
\ PROPOSED AT&T 918' STEEL PONE PNNTED .MVA BROWN
/
SEGURNY FENCE 30'x50'
_
____ -
-- — ---
-- --
+'
EgSTING PWPERIY LINE
RONDE NIRM 500%
L \`` L i /
-- ------- -------- '- --'
GEOTE%III£ FARIC
ON
FENCE
Mtvss9.00r
,�' �'� �,
CRUS AND REMOVE
TTE6 AND VEGETA
WDWN FENCED AS
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WNPASED 12" pN'EASION DRGIi(TYP.)
PROPOSED 12' MMMT OAIVF
BED 20' AT&T ACCERVDILIDY EASEMENT PERMANENRY STAIUZE BARKS AROUND
IN. BECULVERT W/ 6EORMIE t
i
AI AIPRW
CLASS A
i
SCALE IN FEET
IMW ERE1 -30* &SEDIMENT CONTROL PLAN�i�
0 15 30 60 g0 TRUE NORTH sGALe1 =3o s-
-H 5661 COLUMBIA PIKE, SUITE 200 ■ veIoc i lei
FALLS CHURCH, VA 22041-2868
TEL: (703) 671-6000
a r c h i t e c t s FAX: (703) 671-6300 complete wireless solutions
e n g i n e e r s
1
ZONE A'"
SITE NUMBER: CV327B
DICK WOODS RD
CHARLOTTESVILLE, VA 22903
iOPOCPPPHIC INFORMAAON,
-
TORRIIEDIDNTOAB11 :: VIRGINM STATE PUNE SOUTH ZOE (NPD 83)
OFRTGAL DATA
ORM AMERCA VERTICAL SWUM OF 1988 (N ED 88)
\ E%ISNNG WATER FROIECTION ORDINANCE BUFFER
I'
Itr
PARCEL 10: 07400-00-00-01481
ti
VER— FARM TRUED PANTNEASHIP
GET 731. PG. BOB
ZONING RURAL AREAS
RIBBING 36" ONE
CULVERT. INUAL
AOTHER IS, AO. 1.
TO EXISTING (s3)
at&`
LIBERTY PLAZA 1
4801 COX RD, SUITE 300
GLEN ALLEN, VA 23060
N
0 CRIVCPL SLOPES SPALL BE DISTURfiEO.
�WSTING 1REEUNE (1YP.J
\ IXISTING PROPERLY UNE
PROPOSED 12" )ivglaTGN DIVCH (M) \
INV. 571.45 4\
�L \� UMIIS OF OISNRBANCE (TOTAL AN -7,814 7/0.86 AC)
�I \ NEW —BR
PROPOSED 12' GR4BEL DANE
\40 , 4� PROPMfO 20' ATN ACCESS/ULILTIT FASEMENf
\ J_`��-
\ \
0,7
L00
SOD—y� L�—�_ 595
.5 OSEE SHEEP E&S-4 \� \ DC __ - - -
OD -
__Qb
AP MBATE LIMITS OF \A - L IL: 07400-1p.W-01 A 4
100 YR RODS PWN II A %M MED PPIPNERBH1Pti-- _
ZOMNG�flUFX,( VS`� \
PACEL IB: 07400-00-00-M4A
'V BANTAM FARM UMREO PARTHERSHIPti
D.B. 731 PG. 803
ZONING: AURA AUS
zoEa• � ��_
Aj
3 \ 3C ARCHITECTS ENGINEERS
2 FALLS CHURCH, VA
-
0 05-14-14 FINAL EROSION & SEDIMENT CONTROL PLANS AGT CDM CDM s EROSION & SEDIMENT CONTROL PLAN
A 05-14-14 PRELIMINARY EROSION & SEDIMENT CONTROL PLANS ACT CDM CDM
N0. DATE REVISIONS BY CHK APP'D l.i DRAWING NUMBER REV
SCALE: AS SHOWN,DESIGNED C. MORIN DRAWN AGT ""°°` E&S-2 0
Ol.
[c Imo-'_-
-- -590-__ ___________________ ____
SLOPES GREATER
__
WI LL REWIRE—___
GEOTGTLE FABRIC AND
_______-__-_
N.__________________ _______
______
_________�/"
CUSS AI AIREAP
____ -
-- — ---
-- --
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-- ------- -------- '- --'
I
STA Ixc &
PARKING AREA
�-585 -- NEW CONTOURI (IVP.)
UN .
Z E
PROPOSES SILT
®FENCE".)"
."TING CUNBOUR
OJOE: A.
i
PARCEL IB: 0740—OD-0.
PARCEL ID: 07400 -00 -W -014A
'V 4ERUTAM FARM LIMITED PARINHSHIPti
ti V1FlNNA FAM UMRE PARTNFASHIPti
D.B. 731, PO. 603
ZGNNG: RURAL AVS
APROXIM4IE UNIVS OF TOO YA
D.D. PIAN
S.E. 731, PG. BOB
ZONING: RURAL AR.
SCALE IN FEET
IMW ERE1 -30* &SEDIMENT CONTROL PLAN�i�
0 15 30 60 g0 TRUE NORTH sGALe1 =3o s-
-H 5661 COLUMBIA PIKE, SUITE 200 ■ veIoc i lei
FALLS CHURCH, VA 22041-2868
TEL: (703) 671-6000
a r c h i t e c t s FAX: (703) 671-6300 complete wireless solutions
e n g i n e e r s
1
ZONE A'"
SITE NUMBER: CV327B
DICK WOODS RD
CHARLOTTESVILLE, VA 22903
iOPOCPPPHIC INFORMAAON,
-
TORRIIEDIDNTOAB11 :: VIRGINM STATE PUNE SOUTH ZOE (NPD 83)
OFRTGAL DATA
ORM AMERCA VERTICAL SWUM OF 1988 (N ED 88)
\ E%ISNNG WATER FROIECTION ORDINANCE BUFFER
I'
Itr
PARCEL 10: 07400-00-00-01481
ti
VER— FARM TRUED PANTNEASHIP
GET 731. PG. BOB
ZONING RURAL AREAS
RIBBING 36" ONE
CULVERT. INUAL
AOTHER IS, AO. 1.
TO EXISTING (s3)
at&`
LIBERTY PLAZA 1
4801 COX RD, SUITE 300
GLEN ALLEN, VA 23060
N
0 CRIVCPL SLOPES SPALL BE DISTURfiEO.
�WSTING 1REEUNE (1YP.J
\ IXISTING PROPERLY UNE
PROPOSED 12" )ivglaTGN DIVCH (M) \
INV. 571.45 4\
�L \� UMIIS OF OISNRBANCE (TOTAL AN -7,814 7/0.86 AC)
�I \ NEW —BR
PROPOSED 12' GR4BEL DANE
\40 , 4� PROPMfO 20' ATN ACCESS/ULILTIT FASEMENf
\ J_`��-
\ \
0,7
L00
SOD—y� L�—�_ 595
.5 OSEE SHEEP E&S-4 \� \ DC __ - - -
OD -
__Qb
AP MBATE LIMITS OF \A - L IL: 07400-1p.W-01 A 4
100 YR RODS PWN II A %M MED PPIPNERBH1Pti-- _
ZOMNG�flUFX,( VS`� \
PACEL IB: 07400-00-00-M4A
'V BANTAM FARM UMREO PARTHERSHIPti
D.B. 731 PG. 803
ZONING: AURA AUS
zoEa• � ��_
Aj
3 \ 3C ARCHITECTS ENGINEERS
2 FALLS CHURCH, VA
-
0 05-14-14 FINAL EROSION & SEDIMENT CONTROL PLANS AGT CDM CDM s EROSION & SEDIMENT CONTROL PLAN
A 05-14-14 PRELIMINARY EROSION & SEDIMENT CONTROL PLANS ACT CDM CDM
N0. DATE REVISIONS BY CHK APP'D l.i DRAWING NUMBER REV
SCALE: AS SHOWN,DESIGNED C. MORIN DRAWN AGT ""°°` E&S-2 0
LEGEND
X X CHAIN NNK FENCE
- - PROPERTY LINE
-_- _.__ — LEASE MFA
OHNI GVERHEAO TELIPHONE/DVERUEAN POWER
- - - - - - - - - - UNDERGROUND UTMIT ONES
101) LIMITS OF OISNRBaCE
— SF — SF — SF SILT FENCE
PARCEL ID: 074DO-Bo-DD-DNA
VERUTAM FAM LIMITED PARINERSHIPti
D.B. 731, PG, 603
ZONING RURAL AFAS
C"i:llfili11�Z1�9:1-T&IBIR0
VEGETATIVE PRACTICES
O
SEDIMENT BNRIER
SILL F NCE AND SUP R SILT FENCE
VA E&SC HANOBODK SN & SPEC 305
OCONSTRUCTION
!Z
ENRNNCE
TEMPORA! STONE CWSRUCTION ENPNNCE
VA E&SC -BOB. SLID & SPEC 3.02
OOjP CULVERT INLET
PROIECIIOR
VA E&SC HINDSOON SIO & SPEC 3A8
OOp OUTLET PROTECTION
VA E&SC NVNDBOOK SID & SPEC 3.18
DOC DUST CONNIOL
VA E&SC L.DBOGK STD & SPEC In
VEGETATIVE PRACTICES
O
DISTURBED AREA
MULCHNG
STABIUSHON
VA E&SC PANOEOOK SN & SPEC 3.35
OUISNRSED
AREA
SEEDING FOR TEMPDRMY VEGETAVE COVER WITH FAtt
GROWING SEEOINGS ON DISTURBED AES TNT WILL NOT
STMIUATON
BE BROUGHT TO FINAL ME WITHIN 3D DAYS
VA IS HAND— STD & SPEC 3.31
ODISTURBED
AREA
PERMANENT VE—NE COVER MER END GRADING
STALTIARDO
VA -C HAOBOGK STD & SPEC 3.32
�/ �/ ''�/- i /DC r\J/v i / /i / / y� ��--�'✓$0"I _-'�—,fiOT'----x._.001--58D'''�
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______________
I_ = IAS--'�—_.
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AU-ITHU-BREALGHTFANG
3:1 WILL REQUIRE GEUIEXTII£
FABRC AND CUSS AI RPRM—
EXISTING DITCH & CULVENT TO BE
araEO - AD 1. VETBEQ. IF
SIZE IS LESS TAR 24° REPLACE W/
(I) 24' CMP CULVERT
PARCEL 10:0]400-00-00-014A-"'�
VERU AM EAN IMI PAMERSHIP V
D.B. 731, NO. 603 /
ZDNNc, RURAL MEAS
v
,Z
P
ZUA5,�-
A
�ZDNE
I SCALE IN FEET R
EROSION & SEDIMENT CONTROL PLAN Q
0 15 30 60 90
TRUE NORTH SCALE: N' -3D'
E&S NOTES:
SEDIMENT
R A
0 REMENLSNTUNL L COMPLY W/
2. REFER TO VIRGINIA EROSION & SEDIMENT CONTROL
MANUAL (3RD EO) FOR STRUCTURAL AND VEGETATIVE
PRACTCES REQUIREMENTS.
3. NO PROPOSED SOIL STOCK GE AREAS,
4. LIMITS OF DISTURBANCE = 538,365 SF (0.88 AG)
5. EXISTING GRAVEL ROAD SNAIL RECENE 12' WIDE X 6"
SURFACE COURSE (VGGT #21A AGGREGATE)
6. CONTRACTOR SHALL TAY TILTED CLOTH AND STONE OVER
AREA OCTURBED EACH W. CONTRACTOR SNLL AM
SEEC AND MULCH STRIPPED& SPREAD TOPSOIL PRIOR
TC LEAVING TACH EVENING.
7. NO PROPOSED STORMWAIER SMP'S.
IX16RNG DRCH & CULV£Ai RI UE
�CLFANm OUf ANO SIZE VERIFED. IF
5ZE IS IESS TLW 24° REPLACE W/ (1)
24' CMP CULVERT ($2)
�PSERAGN ICY STABILIZE EARKS AROUND
INTET OF CULVERT W/ GEDTF T &
CUSS A RIFRM
CONTOUR (M.)
NG CONTOUR (IW)
PARCEL -DD-DB
ti VERUFLAM FARMR.UMREO PA.SRRMERSHIP ti
G.R. 731, PG. 603
ZONING: RURAL REAS
17 GRAWa DRM
— _--
______5]5''�/
- n -
lam'\ _----
_ -
__--- _--
_�� I
SEE SNEEf 7-0,))
/
QP—SEO SILT FENCE (P
@ PROPOSED CONSTRUCTION
36' MANE
SEDIMENT BEAR
I
IXISDNG PROP0.T" LINE
/PROPOSED 20' AGJ AGGESS/L
/ EASEMENT
PROPOSED 12' DNERSION DRC
LIMITS OF I-ROACE (IO3AL
AREA 37,B4 SF/0.06 AC)
♦mIE:
MG CRNC4 SLOPES SHALL BE 05NREED.
\1
\I
STABILIZE Bares MOUND NIET DT GULVERT W/ GEOTEmLE & GLASS A RIPIMP U,
12' CMP CULVERT (a1) TO BE REPLACED W/ Neu (1) 24' CMP CULVERT
3 1 BC ARCHITECTS ENGINEERS
z FALLS CHURCH, VA
®VC:AOCire� SITE NUMBER: CV327B at$ct
5661 COLUMBIA PIKE, SUITE 200
- FALLS CHURCH, VA 22041-2868 0 05-14-14 FINAL EROSION & SEDIMENT CONTROL PLANS AGT CDM CDM s EROSION & SEDIMENT CONTROL PLAN
TEL: (703) 671-6000 A 05-14-14 PRELIMINARY EROSION & SEDIMENT CONTROL PLANS AGT CDM CDM BW,, Ey6
& T C h 1 t e C It S FAX: (703) 671-6300 complete wireless solutions DICK WOODS RD LIBERTY PLAZA 1 0�
CHARLOTTESVILLE, VA 22903 01 RD,
VA 1230600 J
NO. DATE REVISIONS BY CHK APP'D DRAWING CCNUM3
REV
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OSF SILT FENCE STD 34.05-1 SUPER SILT FENCE STD 3.05-2
NOTE: ALL DETAILS ARE REFERENCED FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992
Y
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SURFACE IN
CRUSHER RU
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CONSTRUCTION ENTRANCE STD J.02-1
LANCE GRADES SHALL START BACK OF THE SHOULDER LINE. IF
IS NECESSARY, THE DITCH LINE MAY BE MOVED BACK TO PROVIDE
V OF COVER OVER, PIPE, AS SHOWN AT RICHT.
XISTING WIDTH WHICHEVER IS GREATER.
I\
r\
NOTE:
LENGTHS OF CULVERTS SHOWN ON ROAD PLANS FOR ENTRANCES ARE
APPROXIMATE AND SHALL BE ADJUSTED TO OBTAIN ABOVE ROADWAY WIDTHS.
ENTRANCES IN FILL_ TO BE SAME AS ABOVE EXCEPT LOCATION GF CULVERT
(WHEN NECESSARY).
FT 1`S ARD PRIVATE ENTRANCES (VDO T )
L N _ D
�, -
1 12' i 2"
�`
i
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-
w�liz
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TEL: (7 03)
671--6000
128 lbs, . .
REVISIONS
BY
ea y ll "'rt {
AX. 703)
67 I -6300
9
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LANCE GRADES SHALL START BACK OF THE SHOULDER LINE. IF
IS NECESSARY, THE DITCH LINE MAY BE MOVED BACK TO PROVIDE
V OF COVER OVER, PIPE, AS SHOWN AT RICHT.
XISTING WIDTH WHICHEVER IS GREATER.
I\
r\
NOTE:
LENGTHS OF CULVERTS SHOWN ON ROAD PLANS FOR ENTRANCES ARE
APPROXIMATE AND SHALL BE ADJUSTED TO OBTAIN ABOVE ROADWAY WIDTHS.
ENTRANCES IN FILL_ TO BE SAME AS ABOVE EXCEPT LOCATION GF CULVERT
(WHEN NECESSARY).
FT 1`S ARD PRIVATE ENTRANCES (VDO T )
i
FINISHED GRADE
GRAVEL DRIVE
00 o 0o On. o �-- �G.. r� U �0 0
O o
V� Opo 0 0�0;Ij O °00`00
L N _ D
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1 12' i 2"
�`
BACKFILL (SiRI,CFURAL,
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MAI
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FALLS
\lA 2204 1-2868
kWCHURCH,
%
AGT
AGT
TEL: (7 03)
671--6000
128 lbs, . .
REVISIONS
BY
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AX. 703)
67 I -6300
9
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GRAVEL DRIVE
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CULVERT DETAIL
�i SEDIMIENT TRAP DETAILS
EROSION & SEDIMENT CONTROL QETAIf S ( 1
SCALE: FN.I.S. IxS-4
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DI0K WOODS RD
ONAREOTTES'v�iEEE, VA 22903I
0
GENERAL I -AND CONSERVATION NOTES
1. Pio DISTURBED AREA WILL BE DENUDED FOR MORE THAN 7 CALENDAR DAYS UNLESS IT IS
AN ACTIVE WORK AREA OR OTHERWISE AUTHORIZED BY THE DIRECTOR OR HIS AGENT.
2, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS
THE FIRST STEP IN GRADING.
3. ALL STORM AND SANITARY LINES NOT IN STREETS SHALL. BE MULCHED AND SEEDED
WITHIN 7 DAYS AFTER BACKFILL. NO MORE THAN 500 FEET SHALL BE OPEN AT ANY ONE
TIME.
4. ELECTRIC POWER, TELEPHONE, CABLE T.V. AND GAS SUPPLY TRENCHES SHALL BE
COMPACTED, SEEDED AND MULCHED WITHIN FIVE DAYS AFTER BACKFILL.
5. ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SILT DAMS SHALL BE MULCHED AND
SEEDED WITH TEMPORARY VEGETATIVE COVER IMMEDIATELY AFTER GRADING. STRAW OR HAY
MULCH IS REQUIRED. THE SAME APPLIES TO ALL SOIL. STOCKPILES.
6. DURING CONSTRUCTION, .ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET
PROTECTION, MAINTAINED AND MODIFIED DURING CONSTRUCTION AS REQUIRED.
7. ANY DISTURBED AREA NOT PAVED, SODDED OR BUILT UPON BY NOVEMBER, IST OR
DISTURBED AFTER THAT DATE, SHALL BE MULCHED IMMEDIATELY 'riTH TIAY OR STRAW AT
THE RATE OF TWO TONS PER ACRE AND GVEP-SEFDFD BY APRII- 15TH.
B. Al THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL
TEMPORARY SEDIMENT CONTROLS ;HALL BE REMOVED AND ALL DENUDDLD AREAS SHALL BE
STABILIZED. COUNTY INSPECTOR TO APPROVE REMOVAL OF ALL TEMPORARY SILTATION
MEASURES.
NOTES:
1. GENERAL CONTRACTOR MAY RELOCATE OR REVISE EROSION AND SILTATION CONTR01_S AS
DEEMED NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER SEDIMENT CONTROL.
2. ALL EXISTING UNDERGROUND AND ABOVE GROUND 'UTILITIES TO BE RELOCATED AS
NECESSARY TO ACCOMODATE THE PROPOSED IMPROVEMENTS. THE CONTJZ;CIOR IS
RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES PRIOR TO CONSTRUCTION.
EROSION Al%M SEDIMENT CONTROL NARRATIVECONSTRUCTION SEOUEiNCE :
1. INSTAL CONSTRUCTION ENTRANCE IF REQUIRED.
2. INSTALL. SILT FENCES IN THEIR LOCATIONS AS SHOWN ON PLAN,
3. CLEAR SITE.
4. CONSTRUCT TOWER & EQUIPME14T WITHIN FENCED COMPOUND.
5 PERMANENTLY STABILIZE DISTURBED AREAS PER VIRGINIA EROSION AND SEOPMENT CONTROL
STANDARD AND SPEC. 3,32.
6, REMOVE E&S CONTROLS WITH THE SITE INSPECTORS PERMISSION, FSAFD
mm-
LIBERT\(
PLAZA 1
4801 COX RD, SUITE 300
GLEN ALLEN, VA 23060
I
FLOW -
SLOPE=0.00%
I I I_I
!I 4
STONE d5C(MSG)-6"-
F I E
6` -FILTER FABRIC-'
CULVERT ID. _
1
L N _ D
�, -
1 12' i 2"
�`
BACKFILL (SiRI,CFURAL,
- _
-
10 12 12
I
j CONTROIIED FILL)
3
20' I 26' I 16"
O,67'
1
AS PER
4�v,:tiR1 r l ! as 2� F t t Tl,k
\i I
SITE PL,P.
PLA
9.5-00%
BEDDING MATERIAL
CULVERT DETAIL
�i SEDIMIENT TRAP DETAILS
EROSION & SEDIMENT CONTROL QETAIf S ( 1
SCALE: FN.I.S. IxS-4
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DI0K WOODS RD
ONAREOTTES'v�iEEE, VA 22903I
0
GENERAL I -AND CONSERVATION NOTES
1. Pio DISTURBED AREA WILL BE DENUDED FOR MORE THAN 7 CALENDAR DAYS UNLESS IT IS
AN ACTIVE WORK AREA OR OTHERWISE AUTHORIZED BY THE DIRECTOR OR HIS AGENT.
2, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS
THE FIRST STEP IN GRADING.
3. ALL STORM AND SANITARY LINES NOT IN STREETS SHALL. BE MULCHED AND SEEDED
WITHIN 7 DAYS AFTER BACKFILL. NO MORE THAN 500 FEET SHALL BE OPEN AT ANY ONE
TIME.
4. ELECTRIC POWER, TELEPHONE, CABLE T.V. AND GAS SUPPLY TRENCHES SHALL BE
COMPACTED, SEEDED AND MULCHED WITHIN FIVE DAYS AFTER BACKFILL.
5. ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SILT DAMS SHALL BE MULCHED AND
SEEDED WITH TEMPORARY VEGETATIVE COVER IMMEDIATELY AFTER GRADING. STRAW OR HAY
MULCH IS REQUIRED. THE SAME APPLIES TO ALL SOIL. STOCKPILES.
6. DURING CONSTRUCTION, .ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET
PROTECTION, MAINTAINED AND MODIFIED DURING CONSTRUCTION AS REQUIRED.
7. ANY DISTURBED AREA NOT PAVED, SODDED OR BUILT UPON BY NOVEMBER, IST OR
DISTURBED AFTER THAT DATE, SHALL BE MULCHED IMMEDIATELY 'riTH TIAY OR STRAW AT
THE RATE OF TWO TONS PER ACRE AND GVEP-SEFDFD BY APRII- 15TH.
B. Al THE COMPLETION OF ANY PROJECT CONSTRUCTION AND PRIOR TO BOND RELEASE, ALL
TEMPORARY SEDIMENT CONTROLS ;HALL BE REMOVED AND ALL DENUDDLD AREAS SHALL BE
STABILIZED. COUNTY INSPECTOR TO APPROVE REMOVAL OF ALL TEMPORARY SILTATION
MEASURES.
NOTES:
1. GENERAL CONTRACTOR MAY RELOCATE OR REVISE EROSION AND SILTATION CONTR01_S AS
DEEMED NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER SEDIMENT CONTROL.
2. ALL EXISTING UNDERGROUND AND ABOVE GROUND 'UTILITIES TO BE RELOCATED AS
NECESSARY TO ACCOMODATE THE PROPOSED IMPROVEMENTS. THE CONTJZ;CIOR IS
RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES PRIOR TO CONSTRUCTION.
EROSION Al%M SEDIMENT CONTROL NARRATIVECONSTRUCTION SEOUEiNCE :
1. INSTAL CONSTRUCTION ENTRANCE IF REQUIRED.
2. INSTALL. SILT FENCES IN THEIR LOCATIONS AS SHOWN ON PLAN,
3. CLEAR SITE.
4. CONSTRUCT TOWER & EQUIPME14T WITHIN FENCED COMPOUND.
5 PERMANENTLY STABILIZE DISTURBED AREAS PER VIRGINIA EROSION AND SEOPMENT CONTROL
STANDARD AND SPEC. 3,32.
6, REMOVE E&S CONTROLS WITH THE SITE INSPECTORS PERMISSION, FSAFD
mm-
LIBERT\(
PLAZA 1
4801 COX RD, SUITE 300
GLEN ALLEN, VA 23060
I
FLOW -
SLOPE=0.00%
I I I_I
!I 4
STONE d5C(MSG)-6"-
F I E
6` -FILTER FABRIC-'
CULVERT ID. _
1
L N _ D
�, -
1 12' i 2"
�`
STONE A
STO,�E d50 MSD,
I 0.5'
- _
-
10 12 12
I
r-
0.5' �J)
3
20' I 26' I 16"
O,67'
4�v,:tiR1 r l ! as 2� F t t Tl,k
t7 4xG lbs.
ERT APRON DETAIL
LV
SOURCE CONTROL NARRAHV
VEGETATIVE BUFFERS:
A VEGETATIVE BUFFER WILL DIE PRESERVED AROUND PARIS OF THE PERIMETER OF THE SITE
THROUGHOUT THE WORK.
FLOW DISPERSION:
STORM WATER SHELF FII-OWS /ACROSS THE SITE FROM NORTH TO SOUTH
SITE SENSITIVITY:
ALL THE SILT FENCES SHOULD PREVENT SILT FROM ENTERING THE DOWN GRADIENT WATER
BODIES AND STORM SEWER SIYSTEI.IS.
MAINTENANCE:
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL l.1EASURES WILL BE CHECKED DAILY AND
AFTER EACH SIGNIFICANT RNINF.ALL, THE FOLLOWING ITEMS WILL BE CHECKED, IN
PARTICULAR:
1. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR
DETERIORATION OF THE FABRIC. SEDIMENT SHALL_ BE REMOVED WHEN THE LEVEL OF
SEDIMENT DEPOSITION REACHIES HALF ;DAY TO THE TOP OF THE BARRIER.
2. THE SEEDED AREAS WILL RE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS
MAITAINED. AREAS SHOULD RE FERTILIZFD AND RE-SEFDFD AS NEEDED.
3. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ESC CONTROLS DURING CONSTRUCTION.
4, INSPECTION TO BE CONDUCTED SHALL BE PER ALBEdARLE COUNTY STANDARDS AND
REQUIREMENTS. CONTRACTORIS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS.
5. SILT FENCE SHALL BE CHECKED AFTER EACH MAJOR STORMI: EVENT OR ONCE PER WEEK.
SEDIMENT SHALL BE REMOVED AFTER IT BECOMES 1/3 HEIGHT OF SILT FENCE.
EROSION &k SEDIMENT CONTROL NOTES
3111,'Sill,CIFLC. ,I.F:I?t:NG NI -FURS, Et)I uLY.7iN2[U
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t7 4xG lbs.
.I
9.5-00%
- KulliClti Y. BIL"'gr'.n':.5
fI•?:%C
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2f;o25
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AGT
AGT
or �s6j
CDM
CDM
- K t F ldkv 11 L CSr u,
128 lbs, . .
REVISIONS
BY
ea y ll "'rt {
31 I.L1
SCALE: AS SHOWN
I DESIGNED C. MORIN DRAWN AGT
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D G} rpt
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101-20 9h./acre .,f
EROSION &k SEDIMENT CONTROL NOTES
PIPE r -
ROAD
G`P I OUT! ET PROTECTION
EROSION AND SEDIMENT CONTROL NARRATIVE:
PROJECT DESCRIPTION:
THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF A MONOPOLE FOR THE PURPOSE
OF INSTALLING ANTENNAS. AN EQUIPMENT SHELTER ALONG WITH ASSOCIATED UTILITIES WILL
BE LOCATED AT THE BASE OF THE TOWER ON A SLAB. THE LEASE AREA OF THE TOWER IS
2,500 S.F. (0.05 ACRES)
ESC MEiSURFS-STRUCTURAL PRACTICES
STRUCTURAL M J%SURES TO BE USED ON THE SITE INCLUDE SILT FENCE, SUPER SILT FENCE,
AND CONSTRUCTION ENTRANCE. ALL MEASURES SELECTED ARE STANDARD ESC ITEMS FOR
THIS APPLICATION. ANY DISTURBED AREA DENUDED FOR SEVEN DAYS THAT IS NOT IN ACTIVE
WORK AREA SHAL BE TEMPORARILY SEEDED.
VEGETATION PRACTICES:
VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEEDING OF ALL GRASS AREAS.
MANAGEMENT STRATEGIES.
t" CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END
AS QUICKLY AS POSSIBII-E,
2. TEMPORARY SEEDING OR OTHER STAtIBILvATION WILL FOLLOW !MMIEDI,ATEL"( AFTER GRADING.
3. ARDS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS,
III C.
4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE !INSTALLATION AND
MAINTENANCE OF ALL ASC PRACTICES,
5. AFTER ACHIEVING ADEQUATE STABILIZATION THE TEMPORARY ESC MEASURE WILL BE
CLEANED UP AND REMOVED, ONLY AFTER APPROVAL OF THE COUNTY ESC INSPECTOR.
PERMANENT STABILIZATION.-
ALL
TABILIZATION_ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING
IMMEDIATELY FOLLOWING OWING FINISHED GRADING, SEEDING SHALL BE DONE WITH KENTUCKY 31
TALL FESCUE ACCORDING TO STD. AND SPEC 3.32, PERMANENT SEEDING, OF THE
HANDBOOK. EROSION! CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH
HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEE`'? SEEDED TO PROTECT THE SLOPES
PROPERLY. MULCH ( STAW OR FIBER ) WILL BE USEDON RELATIVELY FLAT AREAS. IN ALL
SEEDING OPERATIONS, SEED FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING.
-APPLY LIME AT TWO (2) TONS/ AC OF OVERSIZED AGRICULTURAL GRADE LIMESTONE.
-APPLY FERTILIZER AT 1000 LBS/ AC, 10-20-10 OR EQUIVALENT NUTRIENT( 23
LBS./1000 SF)
-APPLY SEEDING AT 200OLBS/ ACRE
STORMWATER AANAC,EMONT:
THERE ARE NO PROPOSED SIORMWATER M-' AGEMENT SrUCTURES
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.I
x
0
A
05-14-14
�05-14-14
i INAL EROSION & SEDIMENT CONTROL, PLANS
PRELIMINARY EROSION & SEDIMENT CONTROL PLANS
AGT
AGT
COM
CDM
CDM
CDM
I,IO.
D� L
REVISIONS
BY
CHK
APP'D
SCALE: AS SHOWN
I DESIGNED C. MORIN DRAWN AGT
PIPE r -
ROAD
G`P I OUT! ET PROTECTION
EROSION AND SEDIMENT CONTROL NARRATIVE:
PROJECT DESCRIPTION:
THE PURPOSE OF THIS PROJECT IS THE CONSTRUCTION OF A MONOPOLE FOR THE PURPOSE
OF INSTALLING ANTENNAS. AN EQUIPMENT SHELTER ALONG WITH ASSOCIATED UTILITIES WILL
BE LOCATED AT THE BASE OF THE TOWER ON A SLAB. THE LEASE AREA OF THE TOWER IS
2,500 S.F. (0.05 ACRES)
ESC MEiSURFS-STRUCTURAL PRACTICES
STRUCTURAL M J%SURES TO BE USED ON THE SITE INCLUDE SILT FENCE, SUPER SILT FENCE,
AND CONSTRUCTION ENTRANCE. ALL MEASURES SELECTED ARE STANDARD ESC ITEMS FOR
THIS APPLICATION. ANY DISTURBED AREA DENUDED FOR SEVEN DAYS THAT IS NOT IN ACTIVE
WORK AREA SHAL BE TEMPORARILY SEEDED.
VEGETATION PRACTICES:
VEGETATION PRACTICES INCLUDE TEMPORARY AND PERMANENT SEEDING OF ALL GRASS AREAS.
MANAGEMENT STRATEGIES.
t" CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END
AS QUICKLY AS POSSIBII-E,
2. TEMPORARY SEEDING OR OTHER STAtIBILvATION WILL FOLLOW !MMIEDI,ATEL"( AFTER GRADING.
3. ARDS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS,
III C.
4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE !INSTALLATION AND
MAINTENANCE OF ALL ASC PRACTICES,
5. AFTER ACHIEVING ADEQUATE STABILIZATION THE TEMPORARY ESC MEASURE WILL BE
CLEANED UP AND REMOVED, ONLY AFTER APPROVAL OF THE COUNTY ESC INSPECTOR.
PERMANENT STABILIZATION.-
ALL
TABILIZATION_ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING
IMMEDIATELY FOLLOWING OWING FINISHED GRADING, SEEDING SHALL BE DONE WITH KENTUCKY 31
TALL FESCUE ACCORDING TO STD. AND SPEC 3.32, PERMANENT SEEDING, OF THE
HANDBOOK. EROSION! CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES WHICH
HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEE`'? SEEDED TO PROTECT THE SLOPES
PROPERLY. MULCH ( STAW OR FIBER ) WILL BE USEDON RELATIVELY FLAT AREAS. IN ALL
SEEDING OPERATIONS, SEED FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING.
-APPLY LIME AT TWO (2) TONS/ AC OF OVERSIZED AGRICULTURAL GRADE LIMESTONE.
-APPLY FERTILIZER AT 1000 LBS/ AC, 10-20-10 OR EQUIVALENT NUTRIENT( 23
LBS./1000 SF)
-APPLY SEEDING AT 200OLBS/ ACRE
STORMWATER AANAC,EMONT:
THERE ARE NO PROPOSED SIORMWATER M-' AGEMENT SrUCTURES
YARD OF
CHANNEL OR
D CHANNEL
RC ARCHITECTS EN1 Ij aliE= ERS
EA CHURCH,
C` I D C, iI a C I L � T ROI
i - , C�
.aa« 1s nFx R D. � ER0�10�AI �r �ED1 ViL N I COI, ROS-_ DE AllLj
MORTN
NOTES
DRAWING NUMBER REV
e F (t n g i n e e s s It-.. !}(P `1 /' ( 11
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+i73E
I
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Lis � iik
F trap. M, - A.= 10
Au"'.d 1 yt.:.
60. Ivi
I
s k:41t-e:ag31
'O r,r.�•: ,illat
30
a3:.tk;e il1=iJ
YARD OF
CHANNEL OR
D CHANNEL
RC ARCHITECTS EN1 Ij aliE= ERS
EA CHURCH,
C` I D C, iI a C I L � T ROI
i - , C�
.aa« 1s nFx R D. � ER0�10�AI �r �ED1 ViL N I COI, ROS-_ DE AllLj
MORTN
NOTES
DRAWING NUMBER REV
e F (t n g i n e e s s It-.. !}(P `1 /' ( 11