HomeMy WebLinkAbout031-98 McElroy Metal, Inc. - Stonewall - Backfile (2)TA►BI.L fp.I
GENEKwL EKUMON ANU SLUIMIENT cumrkOL NOTLb
E5 1: Unless otherwise indi"Lcd, all vejiclauvc .awl structural eru-on ./td
sediment control practices will he constructed and rruunuuned a.cw Wr j
to nurumum standards and Ipeciticauons of they u. Imo- ram•-_�
,jC.ttment C LLuj H..rwbuua and Virginia Wjkulruutu Vk 62S-W-W
brusion and bcdonent Control Kegulauona.
ES-2: 'Rte plan appiuvuig authority must be noulied one wcei, prior to ine prc-
construction �onlcrence, one week prior to the 4;ommencerneo/ of !&W
disturbing activity, and one week prior to the'iris' impecuoa
ES-3: All erosion and sediment control measures arc to be pla,cal prior to or ab
the first step in clearing.
E&4: A copy of the approved erosion and sediment control p'an anal' be
mainulned ou the site at all times.
ES-S: Prior to commencing land disturbing acuvtues In areas outer tun
indicated on il,esc plans (including, but nut lirttied to. till -sic burruw Of
waste areas), ilic comractur shall subnut a suppiemeniary eruuuu a aitrul
plan to the owner lot review and approval by the plan approving authutiy.
L-:S-0: The cuntractut is responsible for uutallatiun ul sty audutunal etuatun
control measures necessary to prevent erosion uttJ Iedimcntauu" a&.
detcrutined by the plan approving authority.
E-10: All disturbed area% are to drun to approved sediment control measures al
all times durint, land disturbing acuvtues and during site ucveluprnent unul
final stabllizauun Is achieved.
ES-& During dewaterwi; utxrauua►, water will be pumped Into an approved
filtering device.
ES•9: The contractur shall impcct all croatun cunuul measures periu klai; Ly and
after each runoff -producing rainfall event. Any necessary repass or
cleanup to ni,intain the eflccuveness of the cro►lon Como' devices Inau
be tnatfe tmnicdtalely.
_1� SGF-Nt7l
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H. BRUCE EDENS
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E�CI-.=T d'N THIS SITE .
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MSELROY METAL INC.
STONEWALL D/STR/Cr
FREDERICK COUNTY, VIRGINIA
�JANUAr=z`i '<
0 3o Go
SCALE IN FEET
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WINGHESTE121 VI!ZGINIAZZ6,C>3
41 8S
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PROP. 4D0`/77,0A1 = 0/, 080 SQ. Fr.
5 67 253 SQ. Fr.
AL.GOKIEO = /.0
PROPOSED = 67 253 - 2/7.364.4 = D. 34-
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RE MO\/E EX •
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VALVE BOXES AQ6' UAIDER P4VCIW61J7- f. C•5. A. � E. P7.
r0 611t/COtl6R ARID RAISE BOXES AS PART' OF I _
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EXISTING WAF?•EHZ2USE
"Ih15LILA;TED BUILDING Si5-C-MS• ING.
Install 12" of
21-B behind ougb
CG6
See Snuaoce IT Existing
Pavement Section 'Tager Igoe
Above
rr, VDOT Field Inspector
WW approve CG-I I
antranca before construction
Half Typical Secion
of Entrance
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54, 34/ SQ. FT. REQUIRED �N
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/L_/Oi�S W
I. AJO 01_/TD00i2 STORAGE PROPOSED
0, GOCAT/OIL/ OF CG - /2'5 ro 8E VERIFIED ' p�
BSA VDOr F/EGD /-(ISPECT0�2.
3. ALL EAIrRAAJCE5 ARE TO BE 8UIG.r TO
VDOT CG - // 6r4AIDARDS.
4. A V Y PROPOSED .5I6AI WIL L MEET CUREEl/T
ZONIAIG 5TA&DA205. �
1,A N D5G�4 PI N G GA I -GU L A TIoN S
PP-0Po5ED PAP -DING l-a7
PE-GZU I P F_ D
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17 P-e E Pe R 4c, ' PE P-I t-A E TE P- j
275 = 4O = 7
►•
5 Flo CIF PA FZK 1 N G ,4 tz-EA Falz L A N DS��t PING
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IS PIMP. P-EP M A P 1. E (� 7P -6 E S�
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ALL 7FEES TO 8-6 A MINIh�UM Z Z
Q
GALIPEI2 ATTIME OF PLANTING.
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re/P 6eVEPAT/OAI X T E 67-9 ED/r/OAJ
AVFe46 E RATE
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G7 053 SO Fr _ / wo X 3.8 2 = 25 7 VPD
IZD�lOc�l ANP �iEPIMENT, , NTP-OL_ LEGEND
OpPOpoSEL7 SILT FENGE
IP PFLoPoSED INLET pP-07E�Tlot.1
op PPSPoieD OLJTLE-T PPaTEGTION
PP�f�bSED GONS-fRL�GTIvN E N TLZA N G E
V1. All work on this project shall conform to the latest editions of the Virginia Department of
Transporta,".ion (VDO7T) Road and Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal, or local regulations
applicable. In the event of conflict between any of these standards, specifications or
plans, the most stringent shall govem.
V2. All construction shall comply with the latest U.S. Department of Labor Occupational
Safety & Health Administration and VOSH Rules & Regulations.
V3. When work,ng on VDOT right—of—way, all traffic control, whether permanent or temporary,
shall be in accordance with the current edition of VDOT's work area protection manual.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
January, 11394 (or latest edition of) Road & Bridge Specifications, Section 104.04—C.
V4. Design features relating to construction or to regulation, control and safety of traffic may
be subject to change as deemed necessary by VDOT.
V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
land use permits for any work on VDOT right—of—way.
V6. If required by the local VDOT Residency Office, a preconstruction conference must be
arranged and held by the engineer and/or developer with the attendance of the
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
any undetermined length of time. VDOT will also require 48 hours notice for any
inspection.
V8. The Contractor will be responsible for maintaining adequate access to the project from the
adjacent public roadway through construction and maintenance of a construction entrance
in accordance with the Virginia Erosion & Sediment Control Handbook. Sec 3.02.
Furthermore, access to other properties affected by this project shall be maintained
through construction.
00
o
N N
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0
z
DATE: 4/10/98
SCALE: 1' - _W
DESIGNED BY: cRo
SHEET 2 OF 3
T
Erosion and Sediment Control Standards
1.Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on
any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not
be at final grade but will remain dormant for longer than 30 days. Permanent stabilization shall be applied to areas
that are to be left dormant for more than one year.
2.During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping
measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles
on site as well as borrow areas and soil intentionally transported from the project site.
3.A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent
vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to
survive and will inhibit erosion.
4.Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be
constructed as a first step in any land —disturbing activity and shall be made functional before upstream land
disturbance takes place.
5.Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation.
6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the
trap or basin.
a.The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap
shall only control drainage areas less than three acres.
b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three
acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be
134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain tha structural
integrity of the basin during a twenty—five year storm of 24—hour duration. Runoff coefficient3 used in
runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while
the sediment basin is utilized.
7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slcpes that are found to be eroding
excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until
the problem is corrected.
8.Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent
channel, flume or slope drain structure.
9.Whenever water seeps from a slope face, adequate drainage or other protection shall be provideli.
1O.Ail storm sewer inlets that are made operable during construction shall be protected so that sTdiment—laden water cannot
enter the conveyance system without first being filtered or otherwise treated to remove sediment.
11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet protection and
any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving
channel.
12.When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment
transport and stabilize the work area to the greatest extent possible during construction. Nonerelible material shall
be used for the construction of causeways and cofferdams. Earthen fill may be used for these s ructures if armored
by nonerodible cover materials.
13.When a live watercourse must be crossed by construction vehicles more than twice in any six—nonth period, a temporary
vehicular stream crossing constructed of nonerodible material shall be provided.
14.AII applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met.
15.The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed.
16.Underground utility lines shall be installed in accordance with the following standards in odditior to other applicable criteria:
a.No more than 500 linear feet of trench may be opened at one time.
b.Excovated material shall be placed on the uphill side of trenches.
c.Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or
both, and discharged in a manner that does not adversely affect flowing streams or off —site property.
d.Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote
stabilization.
e.Restabilization shall be accomplished in accordance with these regulations.
f.Applicable safety regulations shall be complied with.
17.Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport
of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public
road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from
the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be
allowed only after sediment is removed in this manner. This provision shall apply to individual deletopment lots as
well as to larger land —disturbing activities.
18.AII temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the
temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped
sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently
stabilized to prevent further erosion and sedimentation.
19.Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and
damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm
of 24—hour duration in accordance with the following standards and criteria:
a.Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural
or man—made receiving channel, pipe or storm sewer system. For those sites where runoff is dschorged
into a pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be
performed.
b.Adequacy of all channels and pipes shall be verified in the following manner:
1)The applicant shall demonstrate that the total drainage area to the point of analysis within the channel
is one hundred times greater than the contributing drainage area of the project in question: or
2) a) Natural channels shall be analyzed by the use of a two—year storm to verify that
stormwater will not overtop channel banks nor cause erosion of channel bed or
banks; and
b)AII previously constructed man—made channels shall be analyzed by the use of a ten—year
storm to verify that stormwater will not overtop its banks and by the use of a
two—year storm to demonstrate that stormwater will not cause erosion of channel
bed or banks; and
c)Pipes and storm sewer systems shall be analyzed by the use of a ten year storm to verif
that stormwater will be contained within the pipe or system.
c.lf existing natural receiving channels or previously constructed man—made channels or pipes ore not adequate, the
applicant shall:
1)Improve the channel to a condition where a ten-year storm will not overtop the banks and a two-year
storm will not cause erosion to the channel bed or banks; or
2)Improve the pipe or pipe system to a condition where the ten-year storm is contained within the
appurtenances; or
3)Develop a site design that will not cause the pre -development peak runoff rate from a two -gear storm
to increase when runoff outfolls into a natural channel or will not cause the pre -development
peak runoff rate from a ten-year storm to increase when runoff outfolls into a man-made
channel; or
4)Provide a combination of channel improvement, stormwater detention or other measures which is
satisfactory to the plan -approving authority to prevent downstream erosion.
d.The applicant shall provide evidence of permission to make the improvements.
e.All hydrologic analyses shall be based on the existing watershed characteristics and the ultirr. ke development of the
subject project.
f.lf the applicant chooses an option that includes stormwater detention he shall obtain approval from the locality of a
plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of
the facility and the person responsible for performing the maintenance.
g.Outfoll from a detention facility shall be discharged to a receiving channel, and energy dissipaters shall be placed at
the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the
receiving channel.
h.All on —site channels must be verified to be adequate.
i.increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to
a stable outlet, adequate channel, pipe or pipe system, or to a detention facility.
j.ln applying these stormwater runoff criteria, individual lots or parcels in a residential, commercial or industrial
development shall not be considered to be separate development projects. Instead, the development,
as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect
the ultimate development condition shall be used in all engineering calculations.
k.All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on
the physical, chemical and biological integrity of rivers, streams and other waters of the state.
(EROSION AND SEDIMENT CONTROL REGULATIONS VR 625-02-00)
CO 1T .' i R U tM T ON OF A :U71.7 FENCE
CE
(117THOUT' R,_' RE ti>ETPPOR'T) CULVERT INLET ,SEDIMENT TRAP
?. S%'?' THE 3-mIZ.F11. 2. UCAVATE A 4'?; 4' TPXNNCf:
' STAVE,t; ALONO 7 t1F NSF
3. OrAPLE: t7LTER MATLI 1S
TO S-WES AND KNU14D
IT (MID? THE TUNCH.
' Eu rWeat fro, I1"M
4. P,ACfiF U AND COWPAC T
Tit£ LXCAtATED SOIL.
'Flow
SHEET FLAB TNSTALL TiO'
(PL,R4PFCT1ViE THEW)
t'O1h"TS A SHOULD 1IE; HIGH ?'IU"N POUT B.
D 1iNAGEWAY .NSfiALTATION
(FRONT ELEt...EYs1- "A ; r..,v.auA
*STORAGE RE)XWMWENTS EDUVAIFNI
TO THAT OF TEMPORARY SEDWENT
TRAP, SM. 3 SPEC. 3,13
67 C.Y./ACRE MET STORAGE
(BELOW BASE OF MOMS)
67 C.Y✓/:CRE DRY STORAGE
(BASE OF STONE Tn TOR
Or STONE BERM)
AREAS TO BE DISTURBED
/ (CUT. FILLED. ETC.)
'V
CLASS I RP RAP
VDOT /3, #357. OR /a
SED"Drr STORAGE AREA / / CG4t5E AGGREGATE
PERSPECTWE VIEW
PPE NIVUR
NATURAL GROUND
RPWP NEADMNIL \
FLOW
AP
. f557. S I #5 CO
vDor /3. �:@7. OR � COURSE AGGREGATE
AT 1/ VOLUME
DOF (Cs RN�IA� AT 1 2 VOLUMDNE"TE Or MfY
ELEVATION
t
IW2 rx
0/ 1i OUTLET CO:ND1770A
1
adb
a
i L.Lti- rn v nurti:l 01 ! 11
��^C4N/A FI111 , � IY {INlt
1 IIANAl I.
I
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1 is rR•{ , •,III I . :
VIAN VIEW .
r•
•ECTION 1 a
. I,rY I,.><Y .!, Y . •, b,.INNI,I., I ,. L�,LL II IIFI II
Vlms 1 AI'NIN IIAIWI MAY1W' laN cPWmJI MPYA' 1d 1
NA+MI nN tV.]TgIY.
nlc 011Ar
II,IM. 11AR" In 1 01,
, a , m!s FLY: uA,uleY moral. axN{�{Y url ••n
I INea1 11NY Y Iw'NII
S.,V-: Va, ONVA, Ylutc 1 Is I
A land disturbance
permit
will be required
prior
to construction
from the Frederick
County
Department of
Public
Works.
Seeding Schedule
1. Topsoil will be spread at a minimum of depth of 4".
2.Pu verized agricultural limestone will be incorporated
into the soil at a rate of 92 Ibs per 1000 sf.
( 2 tons per acre )
3. Fertilize with 10-10-10 at a rate of 23 lbs per
1000 sf ( 1000 Ibs per acre )
4. Seed mix will consist of 67% Kentucky 31 Tall Fescue
and 33% Red Top Clover.
5. Straw mulch will be applied to all seeded areas at
the rate of 3500 lbs per acre and anchored with cut—
back, or emulsified asphalt applied at a rate of 200
gallons per acre.
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DATE: 4/10/98
SCALE: N/A
DESIGNED BY: GRO
JOB NO. 2190
CD
SHEET 3 OF 3
PARKIAJ6 CAZMATIOVS
EX I5r11GG 32 5P4CE5
2 VAN ACCESSIBLE 914,VOIC14P 5PACCE
�'EQU/,QEO
OFf=1C'E 2400 _ 250 = /O 6PRCES
1%41VUFACT6/,e1A(6
34 E/1fPWY,ee5 (P 0.75 = ZG 5 PACE 5
3a SPACES
)C W VWEO /G - 9 x 20 ADD I r10,UA(-
TO rAG = 48 SPACES
�✓doT
L E1,47F-ANGE9 To 1�,E E5U►L7
-(o CG- li 5TANDAf2-D5,.
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r�C- BLAILT PEJJP- Vt>C>7
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N .? W V. �>?e ego• P.(w)
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coAl5 rRuc r/ov ,vorc
VANE BOXES ARE IAIDER PAvelovevr F C. 5. A � - Ex F=-H .
727 41A1C0VER AND RAISE BOXES .4S PART- OF I -�
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lave mm 11e106oa Tom Igoe
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ra VDOT NOW MWOCW
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eetrenoe beu«e coaftw6m
Half Typical Secion
of Entrance
Itn
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BU/G D1k16 = 46, / 73 SQ . F r
PROP. ADOIr10A1 = 21, OBO SQ. FT.
ALGOK/ED /.O
PROPOSED = 67 4 53 - r- 364.4 - U. -7 g
h
N 00
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h �
54, 341 SQ. FT. REQUIRED
6G, 250 SQ, Fr. PROVIDED � IS
/vOTES X M g
jU
/. AJO OfJTDOO#Q 57ORAGE PROPOSED
2. ,-,ocAT✓OAJ of CG - i2'5 7v BE VER/F✓ED
6,V VDOr FIELD WSPECrOe.
3. AL L EiV rPA AJ C E 5 AA? E TO BE BUILT TO
V'DO T CG -/ I STAAJOARD S. a e
4. A AUV PROPOSED ,516AI WILL MEET CUQEEUr 8
ZO.V/,(✓G 5TANDARDS.
!,A N D5G�4 P(N 6 GA t<Gl1 L A T(oN S
P F�PoSE � PA R-f� t N G !-oT
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275 -= -,}o - 7
5wlo eF PAR-�NG AFC A Ft-P LAND5,CAPING �11
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PPoP. R-ED MAPLE (� 7;`z-EES )
AL,L-T'FLC-E5 To be A ►,AIN11,-4uM
GALiPEf2 AT -TIME OF PLANTING.
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�►ZOS(ON AND �iEDIMEI�1-T GON-TFtoL LEGEND
D Rt'o
f'DSEC7 5G 1L-7 FENE
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PPoPo�iED INLE-T PF�o-1"EGTlor.l
OFP-OPoSED OUTLET PPoTEGTIoN
PIFz,-,�SED GoN779U6,71caN E N 7FLAN G E
V1. All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal, or local regulations
applicable. In the event of conflict between any of these standards, specifications or
plans, the most stringent shall govern.
V2. All construction shall comply with the latest U.S. Department of Labor Occupational
Safety do Health Administration and VOSH Rules & Regulations.
V3. When working on VDOT right-of-woy, all traffic control, whether permanent or temporary,
shall be in accordance with the current edition of VDOT's work area protection manual.
Furthermore, all traffic control floggers must be certified in accordance with VDOT's
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
V4. Design features relating to construction or to requlotion, control and safety of traffic may
be subject to change as deemed necessary by VDOT.
V5. Prior to initiation of work, Contractor sholl be responsible for acquiring oil necessary VDOT
land use permits for any work on VDOT right-of-way.
V6. If required by the local VDOT Residency Office, a preconstruction conference must be
arranged and held by the engineer and/or developer with the attendance of the
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
any undetermined length of time. VDOT will also require 48 hours notice for any
inspection.
V8. The Contractor will be responsible for maintaining adequate access to the project from the
adjacent public roadway through construction and maintenance of a construction entrance
in accordance with the Virginia Erosion do Sediment Control Handbook. Sec 3.02.
Furthermore, access to other properties affected by this project sholl be maintained
through construction.
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DATE: 4/ 10/"
SCALE; 1 • - -W
DESIGNED BY: (mo
SHF.Sr 2 OP 3
PARKIIUG CAZMATIO,US
EX 15TIVG 32 5P4CE3
2 V,4AI ACCESS/BLC HANDICAP SPACCS
RF_ QU,�EO
0/c, 'CC-- 2400 = 050 = /O SPACES
_N,,4, 41FACrU,e1A(6
34 E/yl PGOj/EE5 O. 75 = 24, 5 PAC E 5
3(�, SPACES
f;201�/DED /G - 9 K 20 ADD I T/Ot/AL
TO 7-44 = 48 SPACES
VC7oT NoTEs
I . ENTRANCES To lSE t5U I L-T
-To G G - I I STA N PA ice- O5 .
Z. GG I Z H. G. P-A PA Ps To
PJC- BUILT PER- V Dp7
FiEI,(> Iti1SPEGToR
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EX . I- . P. I v✓ 0/ 0 � EX. e. f
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TON 5 T,QUC r/O,U ,vorE :
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727 cht/CO✓ER AAJO RAISE BoxeS .45 PART of
CON 5 rRUCr/0"
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EXISTING WAREHOUSE
"INSULATED 5UILDING SYS-TENS. ING.
lnafsil i r of doh � U
21-8 bdiiod amb
Ut3_-6
see Kokomo IT EX16ms
lavumt 5006 a Taps Laos
� vnoT Field brpma1or
wW approve 00-11
aelnooe boil" aoaaRuodm
Half Typical Secion
of Entrance
F. A. RP
EX. BU/CD/,UG = 4G, i73 50. Fr.
PROP. ADOI-rI ! = 2/, 080 50. Fr.
67,253 SO. Fr.
ALLOWED _ /. D
Q
PRO P0560 = 6 7 253 - Z / 7 164.4 = 0. 34-
ty
g
b
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A REA
25 170 REQUIRED
54, 341 SQ . FT. REQUIRED
6G, Z50 so, Fr. PRO VIDEO
IUorCS
° g
/. d!O OUTDOOR 570R,46E PROPOSED
2. GOCAT/OAJ OF CG - /2'5 rO BE VER/F/ED
�
in
8y Voor- F/ELp AUSPA=0O e
3. ALL E-XIrRAAJCE5 ARE TO 8E BUILT TO
VDOT CG - // 6r4AJ0,4ieDS.
tN
a
1C
4. A 41 V PROPOSED 516A/ WILL MEET C4Re&.Ur
�
ZOAlIX16 57AA/9APOS,
( -A N D5GA PI N G GA LGU L A TIoN S
I�P�PoSE D PA P-I�I N G Lod'
I TP-EE PEP- to 1iPAG E 5 = 2
I -f R-E E PER PE P-tM E TE P-'
Q
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275 � � - 7
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(Piv1J P PflP. R-EP MAPLE (� T F2- E E
AL•L. TREES To A MiNlt.,IUM
GAL•IPER AT -TIME of PLANTING.
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AVFe46 E ,eATIE
(/40 MAAU(/FACTU,e1VG - 3.82 PER 1000 3Q.Fr
00
,7 253 50 . FT. I, 0oo x 3.8 2 = Z 5 7 VPD
'
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0 PR0�
�tZOsloN AND �7EDIMENT e', -7RoL LEGEND
OFRO M5,5C- SI LT FENCE
� tP PP�PoSED INLET t' Po-TEG-Tlof�l
\'J PP-oPosED oUTI✓E7 PP�TEGTIoN
�� PROF�SED GONSTRcJG TIG�N E N 7r-LA N G E
2
0
V1. All work on this project shall conform to the latest editions of the Virginia Department of
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
and Sediment Control Regulations and any other state, federal, or local regulations
applicable. In the event of conflict between any of these standards, specifications or
plans, the most stringent shall govem.
V2. All construction shall comply with the lotest U.S. Deportment of Labor Occupational
Safety dt Health Administration and VOSH Rules & Regulations.
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
shall be in accordance with the current edition of VDOT's work area protection manual.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT's
January, 1994 (or latest edition of) Rood k Bridge Specifications, Section 104.04-C.
V4. Design features relating to construction or to regulation, control and safety of traffic may
be subject to change as deemed necessary by VDOT.
V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VOOT
land use permits for any work on VDOT right-of-way.
V6. If required by the local VDOT Residency Office, a preconstruction conference must be
arranged and held by the engineer and/or developer with the attendance of the
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
any undetermined length of time. VDOT will also require 48 hours notice for any
inspection.
vs. The Contractor will be responsible for maintaining adequate access to the project from the
adjacent public roadway through construction and maintenance of a construction entrance
in accordance with the Virginia Erosion do Sediment Control HandboaL Sec 3.02.
Furthermore, access to other properties affected by this project shall be maintained
through construction.
DATE: 4/10/" -
SCALE: 1' - -W -
DESIGNBD BY: ato
SH " 2 of 3
r-�