HomeMy WebLinkAboutWPO201300079 Plan - Other (not approved) 2015-12-22N
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-HE $PECFMATaNS IXiARB.IGBI.E CODES, R B TIE CONTRACTORS REBPDIISriIL1rY TO NOTIFY THE PRD.Etf ENO•EEROF RECORD IN
'WRITING PRIOR TO THE START OF CONSTRUCTION FAIU) E SY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SNALL CONSTITUTE
A;"FPTeNCE OF FULL RE:PONSISIUTY BY THE ODNTRACTOR TO COMPETE THE SCOPE OF THE W7 AS OEFNED BY THE DRAWN09 AND IN
RILL CONFORMANCE WITH. LOLL REGL1ATg16 ANO CODES.
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REV
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COMMENT
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5!15!14
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'T" THE RESPONSN�ITY OF TIE CONTWOlOR1G REVIEW Al OF THE DRAWrMS Aro SPECPICATpNSA680CMTE0 WITH 1H6 PROJECT
W" ' SCOPE RiaR TO THE INITIAl10N OF OONSTIa1GTON. SIGLID THE CONTRACTORFWD A CONFLICT WITH THE DOCVAENTS REIATNETO
-HE $PECFMATaNS IXiARB.IGBI.E CODES, R B TIE CONTRACTORS REBPDIISriIL1rY TO NOTIFY THE PRD.Etf ENO•EEROF RECORD IN
'WRITING PRIOR TO THE START OF CONSTRUCTION FAIU) E SY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SNALL CONSTITUTE
A;"FPTeNCE OF FULL RE:PONSISIUTY BY THE ODNTRACTOR TO COMPETE THE SCOPE OF THE W7 AS OEFNED BY THE DRAWN09 AND IN
RILL CONFORMANCE WITH. LOLL REGL1ATg16 ANO CODES.
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ID
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ST -7
ST -8
ST -9
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" DRY DIMENSIONS:
L -
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\ DA = t1.80 AC
NCp TRACTOR CAN REMOVE
f'
THE
T TRAP ONCE
BY
WPO INS
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5
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REV
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5!15!14
PER COUNTY
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12/31/14
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PER COUNTYDRH
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SCALE:
CAD I.D.: 0
3
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PER COUNTY
COMMENTS
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12/31/14
ISSUED FORDRH
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5
02103/15
VAULT REVISION
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FIELD MODIFICATION
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5!13/15
FIELD MODIFICATION 11
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10/515
INTERIM E&S PLAN
DRH
AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL
THE FOLLOWING STATES REQUIRE NOTIFICATION BY
EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO
DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE.
(P1 VIRGINIA, MARYLAND, AND DELAWARE 811)
(WV I-BDO-2454848)(PA 1-800-242-1776)
(VA1-800552-7001)(MD 1-800.257-nn)(DE 14M-282-8555)
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NOT APPROVED FOR
RR
15 RIP-RAP
CONSTRUCTION
SPILLWAY
PROJECT No.: V122001
DRAWN BY: JLP/CBC
- '
CHECKED BY: DRH
DATE: 12!13113
/ !
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SCALE:
CAD I.D.: 0
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RIP -RAP
SPILLWAY
PROJECT:
WPO PLAN - E&S
•
PHASE II AND
SWM/BMP DESIGN
FIELD MODIFICATION II
FOR
_ # =
D60
5TH STREET
STATION
LOCATION OF SITE
NORTH OF 1-64 BETWEEN
T
5TH STREET AND
=
AVON STREET EXTENDED
SCOTTSVILLE MAGISTERIAL
ALBEMARLE COUNTY, VA
SF' / qo 27.86' 4?2
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WET
- - ---- -
SEDIMENT TRAP DESIGN
Drainage Storage Volume Dimerslons Elevations Embankment Outlet Top Spillway
Area Total "WeC' 'Dry' "Wer ` NDry" ' Storage Trap Clean Elev. Height Height Width Dimensions NOTE: DUE TO THE NATURE OF A CONSTANTLY CHANGING CONSTRUCTION SITE,
Req, Prov. Req. Prov. Req. Prov. L x W x D L x W x D 'Wer Dry' Bottom Out"'"' H Ho W L x W GRADING SHOWN DOES NOT CURRENTLY REFLECT ACCURATE SITE CONDITIONS.
(ar) (CY) (CY) (Cy) (CY) (Gy) (Dy) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
1.80 242 381 121 143 121 238 67 x 34 x 2 1 OD x 42 x 2 418.00 420.00 416.00 417.00 421.00 3.0 2.0 2.5 1 V x 14.5-
0.55 74 114 37 44 37 70 37x 19 x 2 45 x 27 x2 418.00 420.00 416.00 417.00 421.00 3.0 2.0 2.5 12'x 9'
1.75 236 334 118 139 118 195 66 x 33 x 2 74 x 41 x2 376.00 378.00 374.00 375.00 379.00 3.0 2.0 2.5 12'x 5'
1.00 134 196 67 79 67 117 50 x 25 x 2 58 x 33 x 2 372.00 374.00 370.00 371.00 375.00 3.0 2.0 2.5 12' x 5'
1.00 134 196 67 79 67 117 50 x 25 x 2 58 x 33 x 2 372.00 374.00 370.00 371.00 375.00 3.0 2.0 2.5 6'X 3'
60 30 15 0 610
NOTES
WET DIMENSIONS: LENGTH AND WIDTH ARE AT BASE OF STONE OUTLET. DEPTH IS MEASURED FROM BASE OF STONE OUTLET DOWN TO BOTTOM OF TRAP. 1'= 60'
LENGTH AND WIDTH ARE AT CREST OF STONE OUTLET. DEPTH IS MEASURED FROM BASE OF STONE OUTLET UP TO CREST OF STONE OUTLET.
'Y' THE CLEAN OUT ELEVATION SHALL BE MARKED USING STAKE OR SPRAY PAINT ON THE RISER
BOHLER1
ENGINEERING
28 BLACKWELL PARK LANE, SUITE 201
WARRENTON, VIRGINIA 20166
Phone: (540)349-4500
Fax: (540)349-0321
INTERIM
E&S
PLAN
SHEET NUMBER: