20140159 Ver 1_FW Craver Road Revision_20140604

Strickland, Bev
From: Eu|iss,Amv
Sent: Wednesday, ]une 04, 2014 11:04 AM
To: Thomas, John T]R SAW ([e-mail]|);VVanucha'Dave
Cc: 8raquet, Stephanie; Jones, Matthew VV
Subject: FVV: Craver Road Revision
Attachments: 178P.0.R.18 Revised Impact Dravvings.pdf
John and Dave,
VVe had to make a couple minor field adjustments on this project. VVe need 38'of temporary impacts to the UT. That's
an additional 2(Yof temporary impacts. The additional impacts are associated with the temporary driveway relocation
and a water line relocation. In addition, the plan was to pipe the UT into thevvingvva||. We are now going to outlet the
pipe on the f|oodp|ainbench. Plan revisions are attached. Let me know if you need anything else.
Frmmm:]ones Matthew VV
Sent: Tuesday, ]uneO],2O14 2:37 PM
To: Eu|iss, Amy
Cm: Anderson, Cad A
Subject: Craver Road Revision
Amy,
Here are the revised drawings for the permitted areas at Craver Road.
Let me know if you need anything additional or if any questions come up.
Thanks,
Matt
Matthew Jones, PE
Division Bridge Program Manager
NCU{JT Division 9
375 Silas Creek Parkway
Winston-Salem, NC 27127
[phone]
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FLOODPLAIN BENCH
NG ELEV: ]M.9
�—_
CHANNEL DETAILS
FLOODPLAIN BENCH
ELEV: 744.9
FLOODPLAIN BENCH
- - - --
NG _ ELEV :7463
E%ISTING FLOOOPLAIN BENCH
_
— —
STREAM BEO ELEV: 7463
NO
—
AND RIP RAP CLABS T TVP
1 ON CHANNEL BANRS
o MATTING
REID
i• Typ
GEOTEXOLE
ONLY (TYP)
COIR FIBER MATTING
•�
VARIES I VARIER VARIER
COIR FIBER MATTING
AND RIP RAP CLASS
I ON CHANNEL BANKS
1 TYP
i'TYP
0 72J9'
t FLOOOPLAIN BENCH
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VARIES VARIES VARIES
COIR FIBER MATTING
-L- STA12 +80.00
t
T.- ' TO S' 8''TO Sb'
EST. GLASS I RIP PAP =IC TONS
RA -I.
TERLS'A B..,SCHULTZ � \
COIR FIBER MATTING
EST. GEOTEXTILE FABRIC =102 BY
+40 END TIP 17BP.9R.18
EST. EXCAVATION
`SIDE SLOPES ARE 2:1 OUTLET CHANNEL IMPROVEMENT
5/' PEDESTAL
, 3O .',54
EST. CLASS 1 RIP RAP - 177 TONS
'\
�'� �'� ^l'� `I'�`�' `�''
/(DESTROYED
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EST. GEOTEXTILE FABRIC =118 BY
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INLET CHANNEL IMPROVEMENT
FLOODPLAIN BENCH
NG ELEV: ]M.9
�—_
FLOODPLAIN
FLOODPLAIN BENCH
ELEV: 744.9
—NO
- - - --
STREAM 13EO
— —
_
BE LE
HYDRAUUCS
CON FIBER
EST. 102 SY GT
AND RIP RAP CLABS T TVP
1 ON CHANNEL BANRS
o MATTING
REID
i• Typ
moo. �
c'i',• PEES ^r�. v
ONLY (TYP)
COIR FIBER MATTING
•�
VARIES I VARIER VARIER
COIR FIBER MATTING
CRAVER +50 '�
MICHAEL R. CRAVER
S'TO O` TO 8'TO 0'
0 72J9'
EST.EXCAVARIP
-L- STA12 +80.00
t
® CHANNEL EXCAVATION
EST. GLASS I RIP PAP =IC TONS
RA -I.
TERLS'A B..,SCHULTZ � \
-L- STA14 +14.00 Im
EST. GEOTEXTILE FABRIC =102 BY
+40 END TIP 17BP.9R.18
`SIDE SLOPES ARE 2:1 OUTLET CHANNEL IMPROVEMENT
5/' PEDESTAL
, 3O .',54
DAVIDSON COUNTY
LOW IMPACT BRIDGE
STRUCTURE 280069
IS 09- 11-060
WBS 17BP.9.R.18
TIP 1711P.9.R18
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PROJECT REFERENCE NO.
FLOODPLAIN
CLASS l RIP RAP
I7BP.9.R.l8
BENCH
AND GEOTEXTILE
RW SHEET NO.
EST. 140 TONS
HYDRAUUCS
CON FIBER
EST. 102 SY GT
,,OH ICAUJriO
o MATTING
REID
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REID CRAVER ',
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MICHAEL R. CRAVER
0 72J9'
* +60 \
-L- STA12 +80.00
t
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55 QRLMAI�NG & r
TERLS'A B..,SCHULTZ � \
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5/' PEDESTAL
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PROJECT REFERENCE NO.
SHEEP NO.
I7BP.9.R.l8
4
RW SHEET NO.
ROADWAY DESIGN
HYDRAUUCS
ENGINEER
ENGINEER
,,OH ICAUJriO
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PLANS PREPARED BY:
PARSONS
BRINCKERHOFF
434 FAYCFITATLLE STREET
—
t
t
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i
VER
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DA A
CULVERT HYDRAULIC DATA
DESIGN DISCHARGE 950 CFS
r-
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Ale-1-0140
.
L
.ST
/L
20.
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-
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DESIGN FREQUENCY = 25 YRS
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ERT
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DESIGN HW ELEVATION = 7506 FT
BASE DISCHARGE /406 CFS
;
ASE FREQUENCY = l00 YRS
_
BASE HW ELEVATION - 752.36 FT
LTA
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OVERTOPPING DISCHARGE= 1700 CFS
Fly
54 3
E
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OVERTOPPING FREQUENCY= —
OVERTOPPING ELEVATION 7542 FT

ROADSIDE ENVIRONMENTAL UNIT
DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
ant.stas.N.C.
2012 STANDARD SPECIFICATIONS
77ESE EROSION AND SEDBIIENT CONTROL PLANS COMPLY
WITH 771E REGUL477ON3 SET FORTH BY TON
NCG -01000 GENERAL CONSTRUCTION FERMIT EFFECTIVE AUGUST 3, 2011
ISSUED BY THE NORTH GAROLM DEPARTMENT OF ENVIRONMENT AND
NATVRAL RESOURCES DIMSION OF WATER QUALITY.
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER.
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER.
EROSION CONTROL PLAN
REID
CRAVER
REID yy acv
CRAVER ,-
" ® y .c -ADLA REMOVP
MICHALL R. CR;,1.'ER
CLASS /RIP RAP
AND GEOTEXIILE
EST. 140 TONS
EST. 102 SY GT
now tw-
2012 STANDARD DRAWINGS
1605.01 Temporary Silt Fence 1633.01 Temporary Rock Silt Check Type A
1606.01 Special Sediment Control Fence 1630.06 Special Stilling Basin
1622.01 Temporary Berms and Slope Drains
163LOI Matting InstaBefion
B WETLANDS
— — WLB --
sill.
IlsR.imFi.,
fixmbnl
1605.01
Temporary Silt Fences- ____.- --I}I-----Hi----HF--
J RESA Be�CHULTZ
1606.01
Special sediment Co.(,.] F....,
ZZ
1630.06
j —.— —WLB—
-..-..
<e
\.
Temporary Rock Silt Check Type -A
with
kla(ting and Polyaorylamide (PAM) .....
_.-
\
1633.02
Temporary Rack Silt Check Type-11
Wattle ___ _ _.
Wattle with Palyacrylamide. (PAM)
O
31 1 L
ll
1'`...
-' WLB—
—
— — — —, -`.
" ® y .c -ADLA REMOVP
MICHALL R. CR;,1.'ER
CLASS /RIP RAP
AND GEOTEXIILE
EST. 140 TONS
EST. 102 SY GT
now tw-
2012 STANDARD DRAWINGS
1605.01 Temporary Silt Fence 1633.01 Temporary Rock Silt Check Type A
1606.01 Special Sediment Control Fence 1630.06 Special Stilling Basin
1622.01 Temporary Berms and Slope Drains
163LOI Matting InstaBefion
B WETLANDS
— — WLB --
sill.
IlsR.imFi.,
fixmbnl
1605.01
Temporary Silt Fences- ____.- --I}I-----Hi----HF--
1606.01
Special sediment Co.(,.] F....,
ZZ
1630.06
special Stilling Basin -- ---
-..-..
1633.01
Temporary Rack Silt Check Type -A
Temporary Rock Silt Check Type -A
with
kla(ting and Polyaorylamide (PAM) .....
_.-
\
1633.02
Temporary Rack Silt Check Type-11
Wattle ___ _ _.
Wattle with Palyacrylamide. (PAM)
O
2. PLACE PHASE IMPERVIOUS DIKES
3. MAINTAIN CHANNEL FLOW THROUGH EXISTING STREAM
4. CONSTRUCT UPSTREAM AND DOWN STREAM PORTIONS OF NORTH BARREL,
WINGWALLS, AND CHANNEL IMPROVEMENTS
5. REMOVE PHASE 1IMPERVIOUS DIKES
"9 '`\ �� - IMPERVIOUS DIKE', PE[
� \ CHANNEL VEMENTS SPECIAL, DES
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PO 4E� ID- 32542090
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CONSTRUCTION SEQUENCE - PHASE II
I. PLACE PHASE II IMPERVIOUS DIKES
2. DIVERT CHANNEL FLOW THROUGH NORTH BARREL
3. CONSTRUCT UPSTREAM AND DOWN STREAM PORTIONS OF CENTER AND
SOUTH BARRELS, WINGWALLS, AND CHANNEL IMPROVEMENTS
4. REMOVE SPECIAL STILLING BASIN
5. REMOVE PHASE II IMPERVIOUS DIKES
PEE
\ - IMPERVIOUS DIKE DES
CHFJJNN IMPR\ M N]S__
SPEC/AL'
�� 1 STILLING
BASIN
IMPERVIOUS
���--Z- - IMPERVIOUS
-- - - -- DIKE
CULVERT CONSTRUCTION SEQUENCE - PHASE I
1S
- NOTES - - -.
I. CULVERT CONSTRUCTION SHALL BE PERFORMED
IN ONLY DRY OR ISOLATION SECTIONS OF CHANNEL.
2. IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE
WORK FROM STREAM FLOW AS NECESSARY.
3. ALL GRADED AREAS SHALL BE STABILIZED
WITHIN 24 HOURS.
4. MAINTENANCE OF STREAM FLOW OPERATIONS SHALL
BE INCIDENTAL TO THE WORK. THIS INCLUDES
POLYETHYLENE SHEETING, DIVERSION PIPES, AND
HOSES.
5. PUMPS AND HOSES SHALL BE SUFFICIENT TO
DEWATER THE WORK AREA.
6. THE CONTRACTOR SHALL NOT PUMP SEDIMENT -
LADEN WATER DIRECTLY INTO STREAM. FOR
DE- WATERING OF CULVERT SITES, THE
CONTRACTOR SHALL FILTER SEDIMENT -LADEN
WATER THROUGH SPECIAL SEDIMENT BASIN.
R OV ;, I
CULVERT CONSTRUCTION SEQUENCE - PHASE II
Scale 1" = 30'
30' 0 30' 60,
rx ffi