20070489 Ver 1_Maps_20070625

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STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION
MICHAEL EASLEY P.O. BOX 25201, RALEIGH, N.C. 27611-5201 LYNDO TIPPETT
GOVERNOR SECRETARY

June 14, 2007

Rob Ridings
NCDENR-DWQ
Transportation Permitting Unit
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604

Subject: Replacement of Bridge No. 63 and approaches on US Southbound 401
over Middle Creek in Wake County. TIP No. B-3916, Contract C201546.
NCDENR-DWQ Project No. 20070489

Reference: 1. NCDOT permit application (March 20, 2007)
2. NCDENR-DWQ 401 Water Quality Certification and Neuse Buffer
Authorization (March 23, 2007)

Rob,

The North Carolina Department of Transportation (NCDOT) has scheduled a pre-
construction meeting for this project on June 27, 2006. A review NCDENR-DWQ 401
Water Quality Certificate Condition No. 2 directs the NCDOT to forward you a copy of
the final construction plans for this project, which are attached to this letter. The
condition also directs the NCDOT to provide written verification that the final
construction plans comply with the permit drawings contained in the application dated
march 20, 2007. The following discrepancies were noted between the final construction
plans and permit drawings:

Stream Permit Drawing 9 and 10 of 10 and Buffer Permit Drawing 9 and 10 of 10
Plan Sheet 4
Issue:
A rip rap "blob" is depicted on the permit drawings at the outlet of a 15" steel pipe at
22+90 Rt -L-. However, the rip rap "blob" is not depicted on the plan sheets at the outlet
of a 15" steel pipe at 22+90 Rt -L-.
Discussion:
Both the plan sheet and the permit drawings correctly depict Detail C at the outlet of the
pipe structure. This directs the installation of Class I rip rap at on the stream banks at the

outlet of the structure. The Department does not propose to install the rip rap "blob" in
the flow line of the channel at this time. This will be evaluated during the construction
phase of the project and we will contact your agency if rip rap is required in the flow line
of the channel.

Stream Permit Drawing 7 and 8 of 10 and Buffer Permit Drawing 7 and 8 of 10
Plan Sheet 4A
Issue:
Detail Box F (Variable Width Lateral Base Ditch at Station 20+73 to 20+93) is presented
on the permit drawings. However, neither Detail Box F or the actual depiction of this
Variable Width Lateral Base Ditch is presented on the plan sheet
Discussion:
Discussion with the NCDOT Hydraulics Unit indicate that Detail F was deleted from the
plan sheet and will not be constructed as part of this project.

If you have any questions or need additional information, please contact me at (919) 560-
6851.

Sincerely,

V Vv
Christopher A. Murray
Environmental Supervisor

cc: Donald Pearson, NCDOT
David Moore, NCDOT
File (w/o attachment)

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See Sheet 1-A For Index of Sheets 8-3916
See Sty---t 1-8 For ConvenUo of Symbols STATE O NORTH CAROLINA .41
BRSTP -401 1
CN DIVISION OF HIGHWAYS M sn 33350.1.1 3 P.E.
33350.2.1 B RSTP-401 3 Rho UTILITY
~pr e 33350.3.1 BRSTP-401 54 CONST
WAIRE COUNTY ~
I to e ~
• LOCATION: BRIDGE NO. 63 AND APPROACHES
au FRQjICT 9M
L ON US SOUTHBOUND 401 OVER
MIDDLE CREEK
BEGIN
lix TYPE OF WORK GRADING, PAVING, DRAINAGE AND
go STRUCTURE
Em

logo 4
BEGIN TIP PROJECT B-3916
VICINITY MAP
-L- POT ST
A. i3+40.00
rr~ I I~
f ~Q~ I I x
END BRIDGE I
!EGIN
STA. 16+00. ; STA 17+60.00 j
op ` `II C-3 C DETOUR
401 - -

TO RAMIGH
\ ~1 J END BRIDGE ~.I
O BEGIN BRIDGE -Ir STA. 21+21.00
N -L- STA 19+50.00 U
D END TIP PROJECT B-3916
4- POT STA. 26+95.12 I~ I 0
NORFOLK SOUTHEfW G II N L~
• OAD ill J U N 2 5 2001
i~
DcNfi WfiTtR QUALITY ANCH
atnmATUD
V TPANSITE CONSULTING
ENGINEEIS, INC01POeA1ED
1300 Padded N04, Wt. 0-10
Iddd1, N.C.1)409
01 r7mec prrpord E. ON °,p-"' of. HYDRAU,S,(G,f ENGINEER 00
DIVISION OF HIGHWAYS.
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH STATE of NORTH CAROLINA
RAMEY I(EMP & ASSOCIATES, INC. rr Fssf CO s
50 25 0 50 too ADT 2007 = 31,250 s
ADT 2027 = 58,750 s" y.
LENGTH ROADWAY TIP PROJECT 6916 = 0,225 mi
PLANS
DHV = 10 % for as Nark C-uh- D.p-- of Tw1up°rrmiae a` S zD 01
LENGTH STRUCTURE TIP PROJECT B-3916 = 0.032 mi~°N~` ' LLPIGIM
2004 STANDARD SPb'CrpICA710NS P8 f.~
RICHARD 1&0N
so 2,5 so loo D - 60 .N BO >R.
pd
O RO LA37~' IGN srAra DESIGN pNGC1BRlE
T = 8 % ' TOTAL LENGTH OF TIP PROJECT B-3916 = 0.257 mi RIGHT OF WAY DATE; N.C.D.O.T. CONTACT:
F DEPARTME.IYT OF TRANSPORTATION
PROFILE (HORIZONTAL) V = 60 MPH DECEMBER 16, 2005 CATHY ROUSER, P.E. ; a sEaLFEDERAL HIGHWAY ADMINISTRATION
25 10 = PROJECT ENGINEER
V _ tE
D 50 MPH
LETTING DATE; ROADWAY DESIGN
t 2.15.x7
PROFILE (VERTICAL) TT$T 4 % DUAL 4 % MAY 15, 2007 1p.1
Aprao?RD
X SC0r7 CIAM DmsmN ADAMSTM70a DArs

i
Nam PAOJECI URRENCE NO. SHEET No.
ROADWAY ENGLISH STANDARD DRAWINGS 8-3916 1-A
r`~tH CARa(Yk
SA
The following Roadwy Standards as appear In 'Roadway Standard Drawings' Highway Design Branch - E t
i., SIRE
N. C. Department of Transportation - Raleigh. N. C.. Doted July 18. 2006 are aDDllcable to this Project
and by reference hereby are considered a part of these plans:
STO.NO. TITLE T
DIVISION 2 - EARTHWORK
200.03 Method of Clearing - Method III
225.02 Guide for Grading Subgrode - Secondary and Local GENERAL NOTES: 2006 SPECIFICATIONS
225.04 Method of Obtaining Superelevotion - Two Lone Pavement EFFECTIVE: 7-18-06
DIVISION 3 - PIPE CULVERTS
300.01 Method of Pipe Installation - Method 'A'
310.10 Driveway Pipe Construction GRADING AND SURFACING OR RESURFACING AND WIDENING:
DIVISION 4 - MAJOR STRUCTURES
422.10 Reinforced Bridge Approach Fills THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
DIVISION 5 - SUBGRADE. BASES AND SHOULDERS SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
560.01 Method of Shoulder Construction -High Side of Suparelevated Curve - Method I ARE SHOWN. THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
DIVISION 6 - ASPHALT BASES AND PAVEMENTS PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A
654.01 Pcvwmsnt Repairs PROPER TIE-IN.
DIVISION 8 - INCIDENTALS
806.01 Concrete Right-of-Way Marker CLEARINCt
806.02 Granite Right-of-Way Marker CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
815.03 Pipe Underdrain and Blind Drain METHOD III.
838.05 Concrete 'L' Endwall for Single Pipe Culverts - 15' thru 48' Pipe
838.15 Brick 'L' Endwall for Single Pipe Culverts - 15' thru 48' Pipe
838.80 Precast EndwalIs - 12' thru 72' Pipe 90 Skew SUPERELFVATIONt
640.00 Concrete Base Pod for Drainage Structures ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD.
840.18 Concrete Grated Drop Inlet Type'S' - 12' thru 36' Pipe NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
840.24 From$ and Narrow Slot Sag Grates. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
840.21 Brick Grated Drop Inlet Type '8' - 12' thru 36' Pipe SECTIONS.
840.29 From& atld Narrow Slot Flat Grates
840.35 Traffic Bearing Grated Drop Inlet - for Cat Iron Double From and Grates SHOULDER CONSTRUCTIONI
840.45 Precast Drainage Structure. ASPHALT. EARTH. AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
840.46 Traffic Bearing Drainage Structure SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01.
862.01 Guardrail Plocedent
862.02 Guardrail Installation
862.03 Structure Anchor Unite SIDE ROADSI
862.04 Anchor Ing End of Guardrail S-?T and B-83 Anchor Unite
816.02 Guide for RID Rop at Pipe Outlets THE CONTRACTOR WILL BE REOUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS. STREETS. AND DRIVES ENTERING THIS PROJECT.
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED.
INDEX OF SHEETS
UNDERDRAIN5:
SHEET NUMBER SHEET
UNDERDRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.03 AT
1 TITLE SHEET LOCATIONS DIRECTED BY THE ENGINEER.
1-A INDEXOF SHEETS. GENERAL NOTES.
AND LIST OF STANDARD DRAWINGS GUARDRAILt
1-8 CONVENTIONAL SYMBOLS
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING
1-C SURVEY CONTROL SHEET CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT
WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.
2 THRU 2-A PAVEMENT SCHEDULE. d TYPICAL SECTIONS
2-8 DETAIL OF PREFORMED SCOUR HOLE TEMPORARY SHORINGi
2-C ROCK PLATING DETAIL SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLANS
WILL BE PAID FOR AT THE CONTRACTOR PRICE FOR 'TEMPORARY SHORING' OR
2-0 ANCHORAGE FOR FRAMES 'TEMPORARY SHORING-BARRIER SUPPORTED' DEPENDING UPON THE LOCATION OF THE SHORING.
2-E THRU 2-0 TEMPORARY SHORING DETAILS
. SUBSURFACE PLANSi
3 SUMMARY OF OUANTITIES NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD
MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
3-A GUARDRAIL. PAVEMENT REMOVAL.
d EARTHWORK SUMMARY ELK) BENTSI
3-8 DRAINAGE SUMMARY THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS. DETAILS. AND CRDSS-
SECTiON PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION
4 PLAN SHEET APPROACHING A BRIDGE.
4A DETOUR PLAN SHEET UTILITIES:
5 PROFILE SHEET UTILITY OWNERS ON THIS PROJECT ARE: PROGRESS ENERGY. SOUTHERN BELL. AND TIME WARNER CABLE.
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. EXCEPT AS SHOWN
TCP-1 THRU TCP- TRAFFIC CONTROL PLANS
ON THE PLANS.
PM-1 THRU PM- PAVEMENT MARKING PLANS
RIGHT-OF-WAY MARKERS:
r EC-1 THRU EC-7 EROSION CONTROL PLANS
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.
RF-1 REFORESTATION PLANS
SIGN-1 THRU SIGN-4 SIGNING PLANS
UO-i THRU UO-2 UTILITY PLANS BY OTHERS
X-1 CROSS-SECTION SUMMARY
X-2 THRU X-8 CROSS-SECTIONS
RAMEYM PtASMATES,INC.
S-1 THRU 5-30 STRUCTURE PLANS
°.:T..'°eww
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Note: Not to Scale STATE OF NORTH CAROLINA "`O' BU39~/6 NO . NO.
51 8
*SU.E = subsurface Utility Engineering DIVISION OF HIGHWAYS

CONVENTIONAL PLAN SHEET SYMBOLS
WATER;
.
BOUNDARIES AND PROPERTY.' RAILROADS. Water Manhole 9
Stole line Standard Gauge TRANSPORTATON Water Meter CD
RR Signal Milepost MIE(D
County Line - 35 Water Valve
EXISTING STRUCTURES.'
Township Line - Switch m~ Water Hydrant ¢
RR Abandoned - - MAJOR:
City line Bridge, Tunnel or Box Culvert C°.c Recorded UG Water Line
Reservation Line RR Dismantled Designated LPG Water Line (S.U.E.*) - - -
Bridge Wing Wall, Head Wall and End Wall - coat NM
Property Una RIGHT OF WAY,' MINOR Above Ground Water Line A/C .°f.,
Existing Iron Pin Baseline Control Point
Head and End Wall CAKC HW TV:
Property Comer Existing Right of Way Marker Pipe Culvert Property Monument Existing Right of Way Une _ TV Satellite Dish p
Footbridge cB TV Pedestal p
Parcel/Sequence Number Proposed Right of Way Line
Drainage Box: Catch Basin, DI or JB Q TV Tower
Existing Fence Line - - - - Proposed Right of Way Line with
Proposed Woven Wire Fence -e- Iron-Pin and Cap Marker Paved Ditch Gutter UG N Cable Hand Hole p
Proposed Right of Way Una with Storm Sewer Manhole ® Recorded UG TV Cable n
Proposed Chain Link Fence Concrete or Granite Marker
Storm Sewer S Designated UG TV Cable (S.U.E.') - - - -r- - - ,
Proposed Barbed Wire Fence Existing Control of Access
Existing Wetland Boundary - - - -N- - - - Recorded UG Fiber Optic Cable F7 -
Proposed Control of Access UTYI.ITIES• Designated UG Fiber Optic Cable (S.U.E.')-- - --r ro- - -
Proposed Wetland Boundary Existing Easement Line --E-- POWER:
Existing Endangered Animal Boundary F
Proposed Temporary Construction Easement- a Existing Power Pole ~ GAS:
Existing Endangered Plant Boundary Proposed Temporary Drainage Easement--Oe-
Proposed Power Pole a Gas Valve Q
BUILDINGS AND OTHER CULTURE.' Proposed Permanent Drainage Easement - - roe- Existing Joint Use Pole Gas Meter
Gas Pump Vent or LPG Tank Cap 0 Proposed Permanent Utility Easement - rue- Proposed Joint Use Pole Recorded UG Gas Line
Sign Power Manhole © Designated UG Gas Line (S.U.E.')
Well o ROADS AND RELATED FEATURES' Power Line Tower ® Above Ground Gas Line
Small Mine ~ Existing Edge of Pavement
Power Transformer 23
Foundation 0 Existing Curb
Proposed Slope Stokes Cut power Cable Hand Hole E] SANITARY SEWER;
Area Outline 0 v H-Frame Pole Sanitary Sewer Manhole
Cemetery Proposed Slope Stakes Fill - - - - - -
Proposed Wheel Chair Ramp © Recorded UG Power Line F Sanitary Sewer Cleanoul p
Building Designated UG Power Una (S.U.E.*) - - - - - - UG Sanitary Sewer Una
School Proposed Wheel Chair Ramp Curb Cut -
Above Ground Sanitary Sewer A/C Sanitary s..K
Church C'! * Curb Cut for Future Wheel Chair Ramp - cr
-1 TELEPHONE: Recorded SS Forced Main Line rs-
Dam Existing Metal Guardrail
Guardrail T Existing Telephone Pole + Designated SS Forced Main Line (S.U.E.*) -
Proposed
HYDROLOGY.' Existing Cable Guideroil Proposed Telephone Pole -0-
Stream or Body of Water - - ° ~ . Telephone Manhole 0 MISCELLANEOUS;
Proposed Cable Guiderail
Hydro, Pool or Reservoir r_-- Equality Symbol Telephone Booth ED Utility Pole 0
Jurisdictional Stream -u- - Pavement Removal ® Telephone Pedestal m Utility Pole with Base p
Buffer Zone 1 -sz r - Telephone Cell Tower 3 Utility Located Object G
Buffer Zone 2 -nz 2- VEGETATION.' UG Telephone Cable Hand Hole ® Utility Traffic Signal Box m
Flow Arrow Single Tree3 Recorded US Telephone Cable t Utility Unknown UG Una -
Disappearing Stream Single Shrub o Designated UG Telephone Cable (S.U.E.')- LPG Tank; Water, Gas, Oil
Spring Hedge Recorded UG Telephone Conduit rl AEG Tank; Water, Gas, Oil a
Swamp Marsh y Woods Line Designated UG Telephone Conduit(S.U.E.`)- UG Test Hole (S.U.E.-) m
Proposed Lateral, Tail, Head Ditch$ Orchard 0 0 0 0 Recorded UG Fiber Optics Cable Abandoned According to Utility Records - AATUR
False Sump m Vineyard Designated U3 Fiber Optics Cable (S.U.E.q- End of Information E.O.I.
P RAMEYKEMP&ASSOCIATES, INC.
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K.EOiN:.E NO. SMEET NJ.
a SURVEY CONTROL SHEET B-3916 Roca ion and Serve s~
Q r
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WAKE
COUNTY
r t~ r LOCATION: BRIDGE NO. 63 ON US 401
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VICINITY MAP

BECK PR CT B• ro
RO ECT B--3916

-

a
"INT DE ICE "MTN EAST 61.1104 E rtAIIDP 0ASE7

I l•I so'., a720 20&120./720 IIS.w' OUTSIDE PROJECT LIMITS
7 l•1 S8401.1A20 2084171.8420 26 *1.54' 11.7420 77.71' ITT
7 l•1 S1a67S.710 2084677.00 211.11' 20.92.11 n.67' AT .
4 k•/ 520201.67.. 2".W.1a20 776.0' OUTSIDE "WELT LIMITS
7W11 6[Y.TIOR ilO.OM GI 6 2fNMi
A STATION
M SNIP E 7120777 " N D MI E E 21My{
PIKE 11•71 III' AIOM WHI PROJECT PROJECT UNITE
20 p112 QT IN 17 P[IE nEE IE7 IM Ir MINE IAE
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SBL L ROIECt 9TfE98NCF H0, SHUT No.
-L- (US HWY 401) 8-3916 p
ROADWAY GEAGN MVEfAEM DESIGN
22' 16'
N C 1q
~H CARD
11
~
12 9E5S ~~''S
+
12' ' 12, 6, 4ESSIp ?s '
I 6' SEAL
15' W/ GUARDRAIL 9' W/ 2EAL 22GUARDRAIL ;
10'-0 I F 'Pt s Mo'° .
PS 4'-0 MEDIAN cart op~ ,
I 1 'rylll11111N•N` 1'~~ ~~~/"~~^'!~Y
4'-0'
FDPS I FDPS
T GRADE
D2 CI ~ CI CI T I PAVEMENT SCHEDULE
6' x_08 POINT
8 X02 02
TYPE S9.5C, AT AN
q i .08 PROP AVERAGE APPROX RATE 3' OF 168 ASPHALT LBS. PER SQ. CONCRETE YD. IN SURFACE EACH OF COURSE, TWO LAYERS.
4
s:r s;r 61~
rSf e k EC1 pN EX15~ PROP. YAR DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9,5C, AT AN
S) C2 AVERAGE RATE OF 112 L85 PER SQ. YD. PER 1' DEPTH TO PLACED IN LAYERS
B' YC NOT LESS THAN 112.OR GREATER THAN 2'.
J2 EI W U
16' 16, D2 El
THASD LINED D1 PROP APPROX 2 12' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.oc, AT AN
USE TYPICAL SECTION NO. 1 AVERAGE RATE OF 285 UIS. PER SQ. YD,
LOCATION AND WIDTH OF
-L- STA. 13+90.00 TO STA.17+52.51 EXISTING PAVEMENT VARIES ASP -L- STA.3+ 0.00 TO STA 25+75.00 D2 VE RATE OF 4456 US. CON M SQ. YD. EDIAT! couaE TYPE n9.oc,a AN
PROP. VAR DERV ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE n9.0C, AT AN
TYPICAL SECTION NO. D3 AVERAGE RATE OF 114 LBS. PER SQ. YD. PER V DEPT TO PLACED IN LAYERS
NOT LESS THAN 2 1,2' IN DEPTH OR GREATER THAN 4' IN DEPTH.
PROP. APPROX 9' ASPHALT CONCRETE BASE COURSE, TYPE 825.OC, AT AN
SBL AVERAGE RATE OF 513 LBS.PER SQ. YD. IN EACH OF TWO LAYERS.
-L- (US HWY 401) PROP, VAR DEPTH ASPHALT CONCRETE RASE COURSE, TYPE B25.DC, AT AN
AVERAGE RATE OF 114 LBS. PER SO. YD, PER 1' DEPT TO PLACED IN LAYERS
ID' 6' 15' 12' 12' I 12' 6' NOT LESS THAN 3' IN DEPT OR GREATER THAN 5 12'.
.4 10-111 15' 10-4 9' W/
W/ GUARDRAIL I GUARDRAIL MEDIAN !1 PROPOSED 8'AGGREG0kTF BASE COURSE
10'-0' ~
PS q
T 4'-0' CI I CI FDPS J2 PROPOSED VARIABLE DEPT AGGREGATE 815E COURSE
FDPS T
I
2'/Mqx 6' __08 02 .02~ 08 T EARTH MATERIAL
6:1 s:r 6.~ rSEE S rFs
eC rrONS) ~X\S~ U EIDSnNG PAVEMENT
GRADE
8' VC J2 El 02 POINT D2 El
W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL THIS SHEET)
16' GRADE TO
THIS LINE NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE
TYPICAL SECTION NO. 2
USE TYPICAL SECTION NO. 2 I
-L- STA. 17+52,51 TO STA. 19+50.00 (BEGIN BRIDGE) 56' o' P F
-L- STA. 21+21,00 (END BRIDGE) TO STA. 23+50.00
-r~ lo1-o' • Ir-o' Ir-o' I 12'- 0' Io1-ol
14
I
suriff
I
GRADE
POINT
.02 1 .02
T
g 2 212' D3 • FUTURE LANE
V3' MIN. MIN 3' TYPICAL SECTION ON STRUCTURE f;RAMEYKEMP8IASSOCIATES,INC.
AMN, Detail Showing Method of Wedging MIN, (36" PRESTRESSED CONCRETE GIRDER)
5898 Cor~pEOn 2
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Rd' M ZvoAn a 276D9
919-872-5115 IY. 919-E?8-5415 Im - -r- mom

ROJEO R ENCf NO. SNELT N0,
8-3916 2-A
ROADWAY DESIGN PAYFpA{~EW~~, aDqESIGN
-DET- °1 'A CAR
°
~a ESSl,Y9~ ?QpfESSi°`~t':
•CQ SEAL S<; ¢ BEAU
= Y888A
2441 = n ~p g
CINEEa' 0:
8'-0' 12'-0' I 12'-0' 8'-0' F 9~s, No99. W/ GUARDRAIL
2'-0'
i 2'-0'
FOPS FOPS 10
CI i CI
- 12
N. 108 VAR, SEE PLANS
2,~MQx A 1 - VAR- SEE PLAN DB PAVEMENT SCHEDULE
Y
6' 2'~ M Ci PROP. APPROX 3' ASPHALT CONCRETE SURFACE COURSE, TYPE $9.5C, AT AN
6' Qk AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF TWO LAYERS,
T Jf DI GRADE DI J1
POINT T PROP. APPROX. 2 12' ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.OC, AT AN
13.5' Dl GRADE TO AVERAGE RATE OF 285 LBS. PER SQ. YD.
TYPICAL SECTION NO.3 THIS LINE
11 PROPOSED 8' AGGREGATE BASE COURSE
USE TYPICAL SECTION NO.3 T EARTH MATERIAL
-DET- STA. 11+89.24 TO STA. 16+00,00 (BEGIN BRIDGE)
-DET- STA. 17+60.00 (END BRIDGE) TO STA. 21+58.54 NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.

-DET-
I
32'-0' F-F
12'-0' I 121-0' 4'-0'
I
I
I
I
I
GRADE
POINT I
I
I
0,02 , 0,02
` TYPICAL SECTION ON STRUCTURE

r RAMEY KEMP & ASSOCIATES, INC.

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HYDRAULICS PROJECT REFERENCE NO. SHEET NO.
ENGINEER
„ B-3916 2-B
'ESN ~AROZ"%.
~4•~SESSIp,~•ks
9•. 1 4
PREFORMED SCOUR HOLE`..:~~r
i fON ,n~/~
ejII I,Il.. A.Lv0l
DETA L

PLAN VIEW

er e So' ein rc en Install level and flush
a ti g (P ) with natural ground.
Pipe Outlettch

A A LOCATION (AT OUTLET)
Sta 19+30 -L ( Lt.)
Sta 15+34 -DET- (Lt.)

Square Preformed
Scour Hole (PSH)
(Rip Rap in
basin not shown
for clarity)
a cos or in iven
B 5 ft
D 5 ft

W 5 ft

SECTION A-A d 0.5 ft

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GEOTECNNICAI
ENGINEER ENGINEER
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FABRIC OVERLAP DETAIL
N.T.S.
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CLASS 11 RIP RAP
FILTER FABRIC
(SEE SPECIAL
PROVISIONS)
J ft
3 ff OVERLAP
(IF NECESSARY)

ROCK PLATING DETAIL

N.T.S.

ROCK PLATING LOCATION

STATION 19~00.00 -L- TO STATION 19-F50.00 -L- LEFT

STATION 21121.00 -L- TO STATION 22-~00.00 -L- LEFT

• STATION 24-x'-50,00 -L- TO STATION 25~50.00 -L- LEFT

GEOTECHNICAL ENGINEERING UNIT
u~ hoerg 0 EASTERN REGIONAL OFFICE
)F` ~?o!a ? WESTERN REGIONAL OFFICE ROCK PLATING D ETA
STATE OF NORTH CAROLINA REVISIONS
PREPARED BY: NTR DATE: 2/0 DEPARTMENT OF TRANSPORTATION N0. BY DATE No. BY
REVIEWED BY: JRB GATE: 2N7 2
RALEIGH ' Gc 7AT s
A
RD214548 3/16/2007 b3916-geo_rxplating detail_070314 tefarr RD•0ce34

- - PROJECT REFERENCE NO. SHEET NG
8-39ib z-D

v
m
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Z BRICK MASONRY CONCRETE PRECAST CONCRETE °
CONSTRUCTION CONSTRUCTION CONSTRUCTION
DETAIL SHOWING ANCHORAGE OF
FRAME FOR GRATED DROP INLET Lu
z
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C = NOTE: z PRECAST z O = CONSTRUCT GRATED DROP INLET TO COINCIDE WITH NORMAL CONCRETE Z ~ U
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3/g" DIA. BOLT WITH PLATE 3/8" DIA. BENT BAR CONCRETE ANCHOR FOR NORMAL CROWN AND
3/8" DIA. BENT BAR SUPERELEVATED SECTIONS
SHEET 1 OF 1
• 840D25 SHEET 1 of 1
840DZ5
~r
PROJECT SERVICES UNIT
STANDARDS AND SPECIAL DESIG
,'pG?R " Office 919.250.4125 FAX [phone]
„T .2 R = SEE PLATE FOR TITLI
ncu ORIGINAL BY: 2008 STD 840.25 DATE: 07118!'
J~ N DE D DATE:
8YY DATE: 9 T C
FILE SPEC,:

PROJECT REFERENCE NO. SHEET
B-3916 2-E
GEWE"IM
J ° ENG*Vr:R ENONEER
W
CA i
W W co CLEAR DISTANCE SEE NOTES its
a w AND TRAFFIC CONTROL PLANS) I(
°w 21-0" 0.6m
z w P z MIN Ej AtlN~t
N
N Z•1 OP F ~~2~GI w7~ Donna wa
i ,
FINISHED GRADE
PAVEMENT SECTION
n TOP OF SHORING =
a EDGE OF NEAREST TRAFFIC LANE
~ W O!
I =e PORTABLE CONCRETE BARRIER
an (SEE TEMPORARY SHORING SPECIAL
BOTTOM OF EXCAVATION " a BOTTOM OF EXCAVATION M a PROVISION AND TRAFFIC CONTROL PLANS)
OR EXISTING GRADE OR EXISTING GRADE g
r=n TOP OF SHORING = EDGE OF PAVEMENT
w BOTTOM OF SHORING W BOTTOM OF SHORING
m s
M ~ NOTES:
w ¢ FOR STANDARD TEMPORARY SHORING, SEE TEMPORARY SHORING
TEMPORARY SHORING co TEMPORARY SHORING SPECIAL PROVISION.
N w z WHEN NOTES ON PLANS DO NOT PROHIBIT STANDARD TEMPORARY
M N SHORING DR STANDARD SHORING, STANDARD TEMPORARY SHORING
i i IS OPTIONAL,
TIP OF SHORING TIP OF SHORING SUBMIT "STANDARD TEMPORARY SHORING SELECTION FORM" AT
LEAST 14 DAYS BEFORE BEGINNING SHORING CONSTRUCTION. UP
SLOPE CASE SURCHARGE CASE TO THREE LOCATIONS MAY BE INCLUDED ON EACH SELECTION FORM,
STANDARD TEMPORARY SHORING IS BASED ON THE FOLLOWING
CONDITIONS:
1) MAXIMUM SHORING HEIGHT IS 12'•0" (3.7m).
2) TRAFFIC SURCHARGE IS 240 PSF (11.5 KPA) MAXIMUM OR
SLOPE OR SURCHARGE CASE WITH NO TRAFFIC IMPACT SURCHARGE CASE WITH TRAFFIC IMPACT 3) B BOTTOTTOM M OF OF O I3 EXCAV AVATION OR O OR FLATTER.
R EXISTING GRADE IN FRONT OF
SHORING IS 6:1 (H:V) SLOPE OR FLATTER.
SHEET PILES H PILES WITH TIMBER LAGGING SHEET PILES H PILES WITH TIMBER LAGGING 4) H PILE SPACING IS 6.0" (1.8®).
MINIMUM MINIMUM REQUIRED MINIMUM REQUIRED EMBEDMENT FT (m) MINIMUM MINIMUM REQUIRED MINIMUM REQUIRED EMBEDMENT FT (m) 6) H PILE EMBEDMENT DEPTHS ARE FOR DRIVEN PILES.
SHORING REQUIRED SECTION MODULUS REQUIRED SECTION MODULUS 6) TIMBER LAGGING IS A MINIMUM OF 3" (75nn) THICK.
GROUNDWATER HEIGHT EMBEDMENT IN3~ HP 10x42 HP 12x53 HP 14x73 EMBEDMENT IN9~FT HP 10x42 HP 12x53 HP 14x73 STANDARD TEMPORARY SHORING IS BASED ON THE FOLLOWING
CONDITION FT (m) FT (m) (cm /m) (HP 250x62) (HP 310x79) (HP 380x108) FT (m) (cm /m) (HP 250x62) (HP 310x79) (HP 380x108) IN-SITU ASSUMED SOIL PARAMETERS:
< 6 (1.8) 7.5 (2.3) 3.0 (161) 8.0 (2.4) 8.0 (2.4) 8.0 (2.4) 11.0 (3.4) 10.0 (538) 9.5 (2.9) 9.5 (2.9) 9.5 (2.9) TOTAL UNIT WEIGHT = 120 PCF (15,8 KN/M3)
FRICTION ANGLE = 30 DEGREES
8.5 (2.6) 4.5 (242) 9.5 (2.9) 9.5 (2.9) 9.5 (2.9) 12.0 (3.7) 12.0 (645) 10.5 (3.2) 10.5 (3.2) 10.5 (3.2) COHESION ¦ 0 PSf (0 KPA)
Q gm 7 (2.1) GROUNDWATER IS ASSUMED TO BE BELOW BOTTOM OF SHORING.
~i 6 (2.4) 10.0 (3.0) 6.5 (349) 10.5 (3.2) 10.5 (3.2) 10.5 (3.2) 12.5 (3.8) 14.0 (753) 11.5 (3.6) 11.5 (3.6) 11.5 (3.5) pp NOT USE STANDARD TEMPORARY SHORING WHEN THE ASSUMED SOIL
m ° 9 (2.7) 11.0 (3.4) 9.5 (511) 12.0 (3.7) 12.0 (3.7) 13.5 (4.1) 16.5 (887) 12.5 (3.8) 12.5 (3.8) BOTTOM TOF3SHOARE RINOT APPLICABLE OR GROUNDWATER IS ABOVE THE
~a
10 (3.0) 12.5 (3.B) 13.D (699) 13.5 (4.1) 14.0 (4.3) 18.5 (1048) 19.5 (4.1) 13.5 (4.1) DO NOT USE STANDARD TEMPORARY SHORING WHEN VERY LOOSE OR
14.5 (4.4) 15.0 (4.6) 22.5 (1210) 14.5 (4.4) SOFT SOIL OR MUCK IS PRESENT WITHIN THE EMBEDMENT DEPTH.
w 11 (3.4) 19.5 (4.1) 17.0 (914) VERIFY GROUNDWATER ELEVATION BEFORE BEGINNING SHORING
m 12 (3.7) 15.0 (4.6) 21.5 (1156) 16.0 (4.9) 16.0 (4.9) 25.5 (1371) 15.5 (4.7) CONSTRUCTION.
z < g (1.8) 11.5 (3.5) 4.5 (242) 11.5 (3.5) 11.5 (3.6) 11.5 (3.5) 16.0 (4.9) 12.0 (645) 13.0 (4.0) 13.0 (4.0) 13.0 (4,0) IF THE CLEAR DISTANCE AVAILABLE IS LESS THAN THE MINIMUM
° REQUIRED IN ACCORDANCE WITH THE TRAFFIC CONTROL PLANS,
a ° = 7 (2.1) 19.0 (4.0) 7.0 (376) 13.0 (4.0) 13.0 (4.0) 13.0 (4.0) 17.0 (5.2) 14.5 (780) 14.5 (4.4) 14.5 (4.4) 14.5 (4.4) SET THE BARRIER AGAINST THE TRAFFIC SIDE OF THE SHORING
AND USE THE "SURCHARGE CASE WITH TRAFFIC IMPACT".
W ~cc 8 (2.4) 15.0 (4.6) 10.0 (538) 15.0 (4.6) 15.0 (4.6) 18.0 (5.5) 17.0 (914) 15.5 (4.7) 15.5 (4.7)
m $ = AT THE CONTRACTOR'S OPTION, H PILE EMBEDMENT DEPTHS FOR
z ¢ co g (p,7) 17.0 (6.2) 14.0 (763) 17.0 (5.2) 17.0 (5.2) 19.0 (5.8) 20.0 (1075) 17.0 (5.2) 17.0 (5.2) PILES SET IN DRILLED HOLES MAY BE REDUCED BY 25%. FOR PILE
mZ w a EXCAVATION, SEE TEMPORARY SHORING SPECIAL PROVISION.
10 (3.0) 18.5 (5.6) 19.5 (1048) 18.5 (5.6) 20.0 (6.1) 23.5 (1263) 18.5 (5.6)
a CONTROL DRAINAGE DURING CONSTRUCTION IN THE VICINITY OF
m o 11 (3.4) 20.5 (6.3) 26.0 (1398) 21.0 (6.4) 28.0 (1505) 20.0 ,(6.1) THE SHORING. COLLECT AND DIRECT RUNOFF AWAY FROM SHORING.
° 12 (3.7) 22.6 (6.9) 33.0 (1774) 22.0 (6.7) 33.0 (1774) 21.5 (6.6) CONTACT THE ENGINEER IF MINIMUM REQUIRED EMBEDMENT IS NOT A ACHIEVED.
NOTE: MINIMUM REQUIRED EXTENSION IS 6" (150mm~ FOR "SLOPE OR SURCHARGE CASE WITH NO TRAFFIC IMPACT" AND
32" (800 mm) FOR "SURCHARGE CASE WITH T AFFFIC IMPACT".
GEOTECIiNICAL
ENGINEERING UNIT STANDARD TEMPORARY
R c SHORING
STATE OF NORTH CAROLINA
DEPARTMEW OF TRANSPORTATION
0 , RALUC41' SHEET I OF 1 DATE: 2W07

PROJECT REFERENCE NO. SHEET

STANDARD TEMPORARY MSE WALL OPTIONS B-ss,s z-F
GEOTECMNIGL
ENGINEER ENGINEER
TEMPORARY MSE WALL OPTION VENDOR CONTACT INFORMATION REINFORCEMENT TYPE SHEETS ~t11
CAR
TEMPORARY FABRIC WALL N/A N/A POLYESTER OR ~~orr !
POLYPROPYLENE FABRIC 4
'1902 HILFIKER LANE, EUREKA, CA 95503-5711 E
HILFIKER TEMPORARY WALL HILFIKER RETAINING WALLS ' WELDED WIRE MAT 5 •flt s
707.443.5093 WWW.HILFIKER.CGM
5883 GLENRIDGE DRIVE SUITE 200 ATLANTA GA 30328.5363 fw~
SIERRASCAPE TEMPORARY WALL TENSAR EARTH TECHNOLOGIES, INC 404.250.1290 WWW.TENSARCORP.COM GEOGRID 6
8614 WESTWOOD CENTER DRIVE, SUITE 1100 VIENNA VA 22182.2233 z w4ca1
RETAINED EARTH TEMPORARY WALL THE REINFORCED EARTH COMPANY 703.749-4325 WWW.REINFORCEDEARTH.COM WELDED WIRE MESH 7.9 ° ATM" an
TERRATREL TEMPORARY WALL THE REINFORCED EARTH COMPANY 8614 WESTWOOD CENTER DRIVE, SUITE 1100 VIENNA, VA 22182.2233 RIBBED STEEL STRIPS 10.12
703.749-4325 WWW.REINFORCEDEARTH.COM
FOR STANDARD TEMPORARY MSE WALLS, SEE TEMPORARY SHORING SPECIAL PROVISION. EXCAVATE AS NECESSARY FOR STANDARD TEMPORARY USE WALLS IN ACCORDANCE WITH PLACE REINFORCEMENT AT LOCATIONS AND ELEVATIONS SHOWN ON THE STANDARD
THE FOLLOWING FOR THE WALL OPTION CHOSEN: TEMPORARY USE WALL DETAILS AND IN SLIGHT TENSION FREE OF KINKS, FOLDS,
WHEN NOTES ON PLANS DO NOT PROHIBIT TEMPORARY MSE WALLS OR STANDARD SHORING, 1) PA
MINIMUM F 1m VEMENT EASEDETERMINEDBBY(THERENGINEERS WALL BEARS ON ROCK, CONCRETE OR WRINKLES OR CREASES.
STANDARD TEMPORARY MSE WALLS ARE OPTIONAL.
2) VERTICAL STEPS IN INCREMENT EQUAL TO THE VERTICAL REINFORCEMENT SPACING DO NOT SPLICE REINFORCEMENT IN THE REINFORCEMENT DIRECTION (RD), i.e.,
WHEN NOTES ON PLANS REQUIRE TEMPORARY MSE WALLS, USE STANDARD TEMPORARY MSE 3) WITH THE EXCEPTION OF EITHER THE FIRST OR LAST SECTION OF WALL, HORIZONTAL PARALLEL TO THE WALL FACE. SEAMS ARE ALLOWED IN THE CROSS-REINFORCEMENT
WALLS OR CONTRACTOR DESIGNED TEMPORARY MSE WALLS. SECTION LENGTHS IN INCREMENTS EQUAL TO THE FOLLOWING: DIRECTION (CRD).
WHEN THE ALIGNMENT OF STANDARD TEMPORARY MSE WALLS RESULTS IN AN INTERIOR STANDARD TEMPORARY MSE WALL OPTION INCREMENT CONTACT THE ENGINEER WHEN EXISTING OR FUTURE STRUCTURES SUCH AS FOUNDATIONS,
ANGLE LESS THAN 90 DEGREES, SUBMIT AN ACUTE CORNER DETAIL FOR THE SPECIFIC TEMPORARY FABRIC WALL B'-0" (2.70) MIN (VARIES) PAVEMENTS, PIPES, INLETS OR UTILITIES WILL INTERFERE WITH REINFORCEMENT.
SITUATION IN ACCORDANCE WITH THE WALL VENDOR RECOMMENDATIONS. ALSO, SUBMIT TO AVOID STRUCTURES, DELFECT, SKEW AND MODIFY REINFORCEMENT.
A "STANDARD TEMPORARY MSE WALL SELECTION FORM" FOR EACH TEMPORARY MSE WALL HILFIKER TEMPORARY WALL 10'-0" (3.0m) MIN (VARIES)
LOCATION. SUBMIT THESE ITEMS AT LEAST 14 DAYS BEFORE BEGINNING WALL PLACE SHORING BACKFILL IN S' TO 10' (200no to 250mm) THICK LIFTS AND COMPACT
CONSTRUCTION. SIERRASCAPE TEMPORARY MALL 18'•71><" (5.7n) IN ACCORDANCE WITH SUBARTICLE 235.4(C) OF THE STANDARD SPECIFICATIONS. USE
ONLY HAND OPERATED COMPACTION EQUIPMENT WITHIN 3'-0" (im) OF THE WALL FACE.
STANDARD TEMPORARY MSE WALLS ARE BASED ON THE FOLLOWING CONDITIONS: RETAINED EARTH TEMPORARY WALL 24'-0" (7.3n)
1) MAXIMUM WALL HEIGHT IS 28'•0" DO NOT DAMAGE REINFORCEMENT WHEN PLACING AND COMPACTING SHORING BACKFILL.
2) TRAFFIC SURCHARGE IS 240 PSF (11.5 KPA) MAXIMUM OR BACKSLOPE IS 2:1 (H:V) TERRATREL TEMPORARY WALL 191•8" (6.0m) DO NOT OPERATE HEAVY EQUIPMENT ON REINFORCEMENT UNTIL IT I8 COVERED WITH
OR FLATTER. AT LEAST 10" (250mm) OF SHORING BACKFILL. DO NOT USE SHEEPSFOOT, GRID
3) EXISTING OR FINISHED GRADE IN FRONT OF WALL IS 6:1 (H:V) SLOPE OR FLATTER. DO NOT PLACE SHORING BACKFILL OR FIRST REINFORCEMENT LAYER UNTIL OBTAINING ROLLERS OR OTHER TYPES OF COMPACTION EQUIPMENT WITH FEET.
4) THE GRADE OF THE TOP OF WALL IS Lf84 THAN 4% FOR RETAINED EARTH AND APPROVAL OF THE EXCAVATION DEPTH AND CHECKING FOUNDATION MATERIAL FOR IN-SITU
TEARATAEL TEMPORARY WALLS. COVER REINFORCING AND RETENTION FABRIC WITH AT LEAST 3" (75es) OF SHORING
ASSUMED SOIL PARAMETERS.
5) DESIGN SERVICE LIFE IS S YEARS. ISACI(FILL. PLACE TOP REINFORCEMENT LAYER BETWEEN 4" AND 24 (1100mn and BOOetia)
TO 8'.0- BELOW TOP OF WALL DEPENDING ON WALL OPTION.
6) MATERIAL IN REINFORCED ZONE IS SHORING SACKFILL. IF APPLICABLE, INSTALL FOUNDATIONS LOCATED WITHIN THE REINFORCED ZONE BEFORE
7) MAXIMUM APPLIED BEARING PRESSURE IS 1 TSF (100 KPA) FOR WALL HEIGHTS BEGINNING WALL CONSTRUCTION UNLESS DIRECTED OTHERWISE BY THE ENGINEER.
TO (2.4m), 2 TSF (19S KPA) FOR WALL HEIGHTS BETWEEN B •0" AND 18.0 BENCH STANDARD TEMPORARY NSE WALLS INTO THE SIDES OF EXCAVATIONS WHERE
(2.4m AND 5.5m) AND 3 TSF (290 KPA) FOR WALL HEIGHTS OVER 181-0" (5.5m). ERECT AND MAINTAIN FACINGS AND FORMS AS SHOWN ON THE STANDARD TEMPORARY USE APPLICABLE.
STANDARD TEMPORARY MME WALLS ARE BASED ON THE FOLLOWING IN-SITU ASSUMED WALL DETAILS. STAGGER VERTICAL JOINTS OF FACINGS AND FORMS TO CREATE A RUNNING IF THE TOP OF WALL IS WITHIN 5'-O" (1.5m) OF FINISHED GRADE, REMOVE TOP
SOIL PARAMETERS: BOND WHEN POSSIBLE UNLESS SHOWN OTHERWISE ON THESE DETAILS. FORM OR FACING AND INCORPORATE THE TOP REINFORCEMENT LAYER INTO THE FILL
TOTAL UNIT WEIGHT " 120 PCF (18.8 KN/M3) PLACE FACINGS AND FORMS AS NEAR TO VERTICAL AS POSSIBLE WITH NO NEGATIVE BATTER. WHEN PLACING FILL IN FRONT OF THE WALL. STANDARD TEMPORARY USE WALLS
FRICTION ANGLE • 30 DEGREES CONSTRUCT STANDARD TEMPORARY MSE WALLS WITH A VERTICAL AND HORIZONTAL TOLERANCE REMAIN IN PLACE PERMANENTLY UNLESS REQUIRED OTHERWISE.
COHESION • 0 PSF (0 KPA) OF 3" (75mm) WHEN MEASURED WITH A 10'-O" (3m) STRAIGHT EDGE AND AN OVERALL
GROUNDWATER IS ASSUMED TO BE BELOW BOTTOM OF REINFORCED ZONE. VERTICAL PLUMBNESS (BATTER) AND HORIZONTAL ALIGNMENT OF LESS THAN 8" (1501n).
DO NOT USE STANDARD TEMPORARY MSE WALLS WHEN THE ASSUMED SOIL PARAMETERS ARE
NOT APPLICABLE OR VERY LOOSE OR SOFT SOIL OR MUCK IS PRESENT BELOW THE
BOTTOM OF REINFORCED ZONE.
CONTROL DRAINAGE DURING CONSTRUCTION IN THE VICINITY OF STANDARD TEMPORARY MINIMUM REQUIRED CLEAR DISTANCE SEE SLOPE OR SURCHARGE
YSE WALLS. COLLECT AND DIRECT RUNOFF AWAY FROM WALLS AND SHORING BACKFILL. CASE FOR DETAIL ABOVE WALL
(SEE TRAFFIC CONTROL CLEAR PLANS) / i
LIMITS OF
3'-0" 1n 2'-0" (0. SO TOP OF WALL SHORING BACKFILL
MIN MIN f-------
1'-D" EDGE OF PAVEMENT WALL FACE
(0.3m)
MIN ) BOTTOM REINFORCED ZONE
H
TOP OF WALL 2'1 OQ TOP OF WALL FINISHED GRADE OF WALL T ( Z
LIMITS OF PAVEMENT SECTION

SHORING BACKFILL
WALL FACE - - - WALL FACE - - EDGE OF NEAREST TRAFFIC LANE _ 1'•0" (0.3n) YIN 8 8' (150mn)
- - - -
PORTABLE CONCRETE BARRIER
" H VERTICAL H VERTICAL (SEE TEMPORARY SHORING SPECIAL STRUCTURE
WALL HEIGHT REINFORCEMENT REINFORCED ZONE I WALL HEIGHT REINFORCEMENT REINFORCED ZONE I PROVISION AND TRAFFIC CONTROL PLANS)
MAX 28'-0" SPACING REINFORCEMENT MAX 28'•0' SPACING LIMITS OF
(8, 5m) (8.5m) SHORING BACKFILL TEMPORARY MSE WALL ON STRUCTURE
Z HEIGHT TO Z HEIGHT TO
REINFORCEMENT REINFORCEMENT REINFORCEMENT
BOTTOM I BOTTOM j
EXISTING OR OF WALL EXISTING OR OF WALL BOTTOM OF
FINISHED GRADE BOTTOM OF FINISHED GRADE
18" (450mm) REINFORCED 18„ (450mn) REINFORCED
EMBEDMENT MIN ~I ZONE EMBEDMENT MIN ZONE
B 6" (150mm) a e^ (150nm) GE07ECENICAL I
REINFORCEMENT LENGTH REINFORCEMENT LENGTH u~ ro"r8
ENGINEERING UNIT STANDARD TEMPORARY II
MECHANICALLY STABILIZED I
SLOPE CASE SURCHARGE CASE °
1 STATE OF NORTH CAROLINA EARTH (MSE) WALLS
t" DEPARTMENT OF TRANSPORTATION
o? rV~°"~ RALEIGH SHEET 1 OF 12 DATE. 2/2/07

PROJECT REFERENCE NO. SHEET

GEOTECHN"L
HOW TO USE THIS SHEET: MINIMUM REQUIRED REINFORCEMENT LENGTH B (FT) B-391s 2-c
- FOR ALL WALL OPTIONS, DETERMINE MINIMUM REQUIRED ENOwEER ENO NEER
REINFORCEMENT LENGTH (B) FROM TABLE AT RIGHT BASED (FOR ALL WALL OPTIONS)
ON WALL HEIGHT (H) AND SLOPE OR SURCHARGE CASE
8 10 12 14 16 18 20 22 24 26 4
~ r ` 413 W ~
- FOR STANDARD TEMPORARY FABRIC WALL, SEE SHEET 4 FOR WALL HEIGHT TO TO TO TO TO TO TO TO TO TO f-
FABRIC STRENGTH REQUIREMENTS BASED ON WALL HEIGHT (H) H (FT) <8 10 12 14 16 18 20 22 24 26 28 At
- FOR ALL OTHER WALL OPTIONS, DETERMINE REINFORCEMENT TYPE SLOPE CASE 8 11 13 14 16 16 20 22 24 25 27
W \M GT MR
FROM TABLES BELOW FOR EACH HEIGHT TO REINFORCEMENT (Z) SURCHARGE CASE 8 9 11 12 14 15 16 18 19 21 22
BASED ON WALL HEIGHT (H) AND SLOPE OR SURCHARGE CASE
SIERRASCAPE TEMPORARY WALL
TERRATREL TEMPORARY WALL (GEOGRID TYPE)
(STRIPS PER LEVEL PER PANEL) 11 - UX110OMSE 16 - UX1600MBE
14 - UX140OMSE 17 - UX170OMSE
H H 15 - UX150OMSE H
(FT) (FT) (FT)
114
TO TO TO TO TO TO TO 1201221241T06 ITO 0 0 IIIT100 TO
TO ITOIT012 TO TO TO TO
TO TO TO TO TO TO TO TO TO TO TO TO 8 0 12 14 16 18 20 22 24 26 28 0 0 0 11001IT2114
<4 6 8 10 12 14 18 18 20 22 24 26 28 [14 6 8 10 12 14 18 18 20 22 24 28 28
<4 B
9 27 - 8 11 26.5 11 26,5
3 3 28 -10 11 11 25,5 11 25.5
25 -2 11 11 24 11 11 24
3 3 3 23 • 6 11 11 71 22.5 11 11 11 22,5
3 9 3 3 21 •10 11 11 it 16 21 J151 11 11 I1 21
3 9 3 3 3 20 • 2 11 11 11 14 16 10.6 11 11 11 18.5
3 9 9 3 3 9 78 • 8 11 11 11 1A t5 18 11 11 15 18
8 9 9 9 3 9 9 16 •10 11 11 N 14 15 15 18.6 11 1 16 16 16.5
3 3 3 3 3 3 3 /6 - 2 11 11 11 11 14 16 16 15 11 11 11 15 1b 16
4 3 3 3 9 3 3 9 13 • 8 11 ii 11 11 15 16 15 15 19.6 11 11 15 15 1S 13.6
1 4 3 9 3 9 9 9 9 11 •10 11 it 11 is 15 15 16 15 12 it 11 11 16 16 16 12
6 4 4 3 3 3 3 3 3 3 10 • 2 11 11 11 11 15 16 15 16 18 10,5 11 11 11 11 15 15 16 10.5
5 6 4 4 3 9 3 3 3 3 3 8 - 8 11 11 11 11 16 15 /5 16 9 11 11 11 11 11 15 15 7S 9
5 6 5 4 4 3 3 3 3 6 •10 11 11 11 11 14 15 15 15 15 18 18 7.5 11 11 11 11 15 15 15 76 7.5
5 6 S 4 4 3 9 9 3 3 9 3 b - 2 11 11 11 11 14 16 15 15 116 8 11 11 11 11 14 15 1S 18 8
5 5 5 5 4 4 3 3 3 3 3 3 3 3 • 0 11 11 11 11 15 15 15 16 15 118 J17 4.5 11 71 11 H 14 14 15 16 /8 18 4.6
5 5 8 5 4 4 S 3 9 3 3 3 3 1 •10 11 11 11 11 14 15 15 7116 18 18 3 11 11 11 11 11 14 16 16 16 16 76 3
6 6 5 5 4 4 3 8 8 9 8 8 8 0 • 2 11 1 11 15 15 15 18 76 16 17 1,b 111 16 5 /5 1S 18 18 17 1.5
S 5 5 5 4 4 3 9 3 3 3 3 3 .0 • 8 it ii 11 14 16 15 15 15 18 16 17 17 0 11 11 11 14 15 1S 15 15 15 16 16 17 17 0
t1 11 11 14 15 15 15 15 16 18 7 17 •1.S 71 11 11 14 15 15 15 15 ib 18 16 77 17 .1.5
SLOPE AND SURCHARGE CASES (FT-IN) SLOPE CASE (T) SURCHARGE CASE (T)
HILFIKER TEMPORARY WALL RETAINED EARTH TEMPORARY WALL
(WELDED WIRE MAT TYPE) (WELDED WIRE MESH TYPE)
4,5 • W4.5 X W3.5 3X1 a 3W8 x W8 x 1.0'
7,0 • W7.0 x W3.5 3X2 - 3W8 x W8 x 2.0'
H 9.5 • W9.5 x W4.0 H
H
(FT) (FT) (FT)
4 8 8 [ITO 18 20 22 24 28 4 6 8 10 J12 14 18 18 20 22 24 26 8 8 112 14 1 B 18 20 22 2TO TO TO O IT12
O IT14 O ITIG O TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO <4 6 8 10 2<4 6 8 10 12 22 24 28 <4 8 8 10 122 24 4,6 28 4.5 28 3X1 27 • 11
t0
0
4.6 7.0 24 4.5 7.0 24 3X1 26 •
4.517.017.0 22 4.5 7.0 7.0 22 3%1 3X2 25 • 2
7.0 7.0 20 4.5 7.0 7.0 7.0 20 3X7 3X1 3X2 23 • 8
4,6 7.0 7.0 18 4.5 7.0 7,0 7.0 7.0 18 3X1 3X1 3X2 9X2 21 •10
4.5 7.0 7.0 7.0 16 4.5 7.0 T.0 7.0 7.01-0 16 3X1 3X1 3X2 3X2 9X2 20 • 2
4.5 7.0 7.0 7.0 9,5 14 4.5 7.0 7.0 7.0 7.0 7.0-7-.0. 14 3X1 3X1 3X2 3X2 3X2 3X2 18 • 6
4.5 7.0 7.0 7.0 9.5 9.5 12 INIAN/A 5 7.0 7.0 7.0 7.0 7.0 7.0 9.5 12 3X1 3X2 3X2 9X2 3X2 9X2 18 •10
4.5 7.0 7.0 7.017.0 9.5 9.6 10 0 7.0 7.0 7.0 7.0 7.0 9.6 9.5 10 3X1 3X2 3X2 9X2 3X2 3X2 9X2 15 • 2
4.6 7.0 7.0 7,0 7.0 7.0 9.5 9.5 0 7.0 7.0 7.0 9.5 9.5 9.5 8 3X1 3X1 3X2 9X2 3X2 3X2 3X2 9X2 13 • 6
4,6 7.0 7.0 7.0 T.0 7.0 9.5 0.6 9.5 4.6 0 7,0 7,0 7.0 9.5 D.5 9.6 9.5 3X1 3x1 9x2 3X2 3X2 9X2 3X2 9X2 X2 1 -10
4.5 70 70 7.0 T.0 70 9.6 9.6 9.5 9.5 4 4.5 7.0 0 T0 7.0 0.6 9.5 9.6 9.5 9.6 4 9%1 9%1 SX2 8%2 3%2 9X2 3X2 9X2 9X2 3Ji2 10 2
N/A /A /A N/A NJA N/A N A N A NJA N/A 3 4.5 70 7.0 0 .6 9.6 9.5 9.5 9.5 9.5 2 3X1 3X7 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 7.0 7.0 7.0 7.0 9.5 9.5 9.6 9.5 9.5 9.6 7.0 2 NIA N/A N/A NIA N/A NIA N/A N/A N/A 7.D 1 3X1 9X2 3X2 3X2 3X2 9X2 3X2 3x2 3X2 3%2 3X2 0 11 III
NiA NIA N1A NJA NIA NJA NIA NIA NIA NJA NIA 7,0 7.0 1 7,0 7.0 7.0 0 8.6 8.6 9.6 B.5 B.5 9.6 7.0 0 9%1 3%2 3%2 3%2 S%2 8X2 9%2 9X2 3%2 3%2 6 2
T A 7.0 7.0 7.0 7.0 96 9.5 9.6 9.5 .7,0 7.0 0 T.0 7.0 7.0 9.619.519.5 9.5 B.5 9.6 9.5 •1.5 3X1 3X1 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3 • 8
7.0 7.0 7.0 7.0 7.0 8.5 9.6 8,6 B.5 9.6 9.6 9.6 6.6 •7.6 3X1 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 1 •10
SURCHARGE CASE Z 3X2 3X2 3X2 3X2 3X2 3X2 9X2 3%2 3X2 3X2 9%2 3X2 3X2 I1 • 2
SLOPE CASE (FT) 3%2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 9X2 3X2 3x2 9X2 -1 - 8
SLOPE AND SURCHARGE CASES z
(FT-IN)
NOTES FOR HILFIKER TEMPORARY WALL
1) CAP MAT AT TOP OF WALL IS NOT INCLUDED IN TABLES, c4 "oXr4 GEOTEMNICAL
2) REINFORCEMENT IS NOT REQUIRED AT 1' LEVEL FOR SLOPE CASE UNTIL WALL HEIGHT (H) IS GREATER THAN 24'. ENGINEERING UNIT STANDARD TEMPORARY
3) REINFORCEMENT IS NOT REOUIRED AT 3' LEVEL FOR SLOPE CASE UNTIL WALL HEIGHT (H) IS GREATER THAN 26'. o Z MSE WALL REINFORCEMENT
4} REINFORCEMENT IS NOT REQUIRED AT 1' LEVEL FOR SURCHARGE CASE UNTIL WAIL HEIGHT (H) IS GREATER THAN 26'. STATE OF NORTH CAROLINA TABLES - ENGLISH
"'4 Air DEPARTMENT OF TRANSPORTATION
4~oX'r RALEIGH SHEET 2 OF 12 DATE: 2/1/07

PROJECT REFERENCE NO. SHEET

HOW TO USE THIS SHEET: MINIMUM R 8-3916 2•H
REINFORCEMENT • FOR ALL WALL OPTIONS, DETERMINE MINIMUM REQUIRED REQUI ED LENGTH B EN ENGINEER
(FGA ALL WALL OPTIONS)
REINFORCEMENT LENGTH (B) FROM TABLE AT RIGHT BASED `°I~
ON WALL HEIGHT (H) AND SLOPE OR SURCHARGE CASEtss
2,4 3.0 3.7 4.3 4.9 5.5 6.1 6.7 7,3 7.9 ` 2 13
- FOR STANDARD TEMPORARY FABRIC WALL, SEE SHEET 4 FOR WALL HEIGHT TO TO TO TO TO TO TO TO TO TO
FABRIC STRENGTH REQUIREMENTS BASED ON WALL HEIGHT (H) H (M) <2.4 3.0 3.7 4.3 4.9 5.5 6.1 6.7 7.3 7.9 8.5 wfA11NU`
- FOR ALL OTHER WALL OPTIONS, DETERMINE REINFORCEMENT TYPE SLOPE CASE 2.4 3.4 4.0 4.3 4.9 5.5 6.1 6.7 7.3 7.6 8.2
miums an ~wnx¦ an
- FROM TABLES BELOW FOR EACH HEIGHT TO REINFORCEMENT (Z) SURCHARGE CASE 2.4 2.7 3.4 3.7 4.3 4.6 4.9 5.5 5.8 6.4 6.7
BASED ON WALL HEIGHT (H) AND SLOPE OR SURCHARGE CASE
SIERRASCAPE TEMPORARY WALL
TERRATREL TEMPORARY WALL (GEOGRID TYPE)
(STRIPS PER LEVEL PER PANEL) 11 - UX11OOMSE 16 • UX160OMSE
14 • UX14GOMSE 17 = UX170OMSE
H H 15 • UX150OMSE H
(M) (M) (M)
IA 01 7 1.3
87470070 TO TBTSTOTO T3T0~T5
91 121 8TT0TD T0B5080 jO X
15 3 O TS 11.2 L IT-.O TO TBT5g0 ~Tb ~TO
T 7 975 li.2~.T
e.4 tt e.t tt e.t
9 3 8.2 tt 11 7,8 11 7.8
3 3 7.7 11 11 7,9 /1 11 1.3
3 3 3 7,2 11 11 11 6.9 11 11 11 6.6
9 9 3 3 8.7 11 11 1/ 15 8.4 11 11 11 it 6.4
4 9 3 6.1 11 11 11 14 16 3.9 tt 11 11 11 5.9
4 4 3 3 3 3 SA 11 11 11 14 15 5.5 11 11 11 i1 15 5.5
11 11 11 14 15 15 5.0 11 11 11 11 16 15 5.0
/ 4 4 g 9 3 9 b.t
4 4 4 3 3 9 3 4.6 11 11 11 11 14 15 15 4.6 11 tt 11 11 11 15 15 4.6
6 4 4 4 9 9 9 3 4.1 11 11 11 11 15 15.15 15 4.1 11 11 11 11 15 15 15 4.1
5 6 4 4 4 9 3 3 3 3,6 11 11 11 15 15 15 15 16 3.7 11 11 11 11 15 15 15 15 3.7
6 6 5 4 4 4 3 3 3 3 9.1 11 11 11 11 15 16 15 15 18 3.2 11 11 11 11 1S 18 16 15 15 3.2
5 5 a 5 4 4 4 3 3 3 3 2.8 11 11 1 11 15 15 15 15 15 18 2.7 11 11 11 11 11 15 15 15 15 15 2.7
5 6 5 5 5 4 4 4 3 3 3 3 2.1 11 11 11 11 14 15 15 15 15 16 16 2.3 11 11 11 t1 15 15 15 15 15 16 2.3
S S S 5 5 4 4 4 3 9 9 3 1.6 11 11 11 11 14 15 15 15 16 18 16 1.6 1i 11 11 11 14 15 15 15 15 15 18 1.8
6 ti 6 5 5 5 4 4 4 3 3 3 3 1.1 11 11 11 11 15 13 15 15 15 16 16 17 1.4 1t 1t 11 11 14 14 15 16 15 t5 1B 16 1.4
5 S S 8 5 5 4 4 4 3 3 3 3 0.8 11 11 11 11 14 15 15 15 15 18 18 18 17 0,9 11 11 11 11 11 14 15 15 15 15 16 16 16 0.9
6 6 S 5 5 6 4 4 4 3 8 9 8 0.1 tt 11 11 11 14 16 15 15 18 16 16 17 17 0.5 11 11 71 11 76 16 15 15 15 16 18 16 17 0.5
5 5 S S 6 6 4 4 4 3 9 9 3 -0.2 11 11 11 14 16 1b IS 1S 18 1A 17 17 17 0.0 11 11 11 14 15 15 15 16 16 18 18 17 17 0.4
Z 11 11 11 14 16 75 15 15 1B 16 1 1
17117-0.5 11 11 11 14 15 ib 15 15 15 18 18 17 17 •0.5
SLOPE AND SURCHARGE CASES (M) SLOPE CASE (z) SURCHARGE CASE (z)
HILFIKER TEMPORARY WALL RETAINED EARTH TEMPORARY WALL
(WELDED WIRE MAT TYPE1 (WELDED WIRE MESH TYPE1
29 • MW29 x MW23 3X1 • 3MW52 x MW52 x 305mm
45 • MW45 x MW23 3X2 • 3MW52 x VW52 x 610m14
H 61 ¦ MW61 x MW28 H H
(M) (M) (M)
2 8.34.95. 8.1 21.82, 5. 8.16. 372 . 0 7 3.85.51.7 3 9
TO TTO TTO TO TO TO TO TO TTO TO TO TO TTO TO TO TO TO 0 TO TO TO TO TO TO TO TO TO
12. .95.58.16. .3 .9 .5 1.21. 2. .74. .95.56.18. 37. 8.S 1.21.62. .0 l'. 7 .3 .95.58.16.7 .3 .9 .5
29 7.9 29 7.9 - 3x1 8.4
29 45 7.9 29 45 7.3 3X1 8.2
29 45 45 6.7 29 45 45 8.7 3X1 3X2 7.7
29 45 45 45 8.1 29 45 45 45 8.1 3X1 8X1 3X2 7.2
29 45 46 45 45 5.5 29 45 45 45 45 5.5 3%1 3X1 3X2 3X2 6.7
29 45 45 45 45 45 4.9 29 45 45 45 45 45 4.9 3X1 3%1 3X2 3X2 3X2 8.1
29 45 45 45 45 45 81 4.3 29 45 45 45 45 45 45 4.3 3X1 3X1 3X2 3X2 3X2 3X2 5.8
29 45 45 45 45 45 81 61 3.7 29 45 45 45 45 45 46 81 3.7 3X1 3X2 3X2 3X2 3X2 3X2 6.1
29 45 45 45 45 45 61 61 61 3.0 29 45 45 45 45 45 45 81 81 3.0 3X1 3X2 3X2 3X2 3X2 3X2 3X2 4.8
29 45 45 45 45 45 81 61 61 81 2.4 29 45 45 45 45, 45 45 61 81 61 2.4 3X1 3X1 3X2 3X2 3X2 3X2 3X2 3X2 4.1
29 45 45 45 45 45 81 61 61 61 61 1.8 29 45 43 45 45 45 46 61 81 61 61 1.6 3X1 3X1 3X2 3X2 3X2 3X2 3%2 9%2 3.8
29 4b 45 45 45 46 61 81 61 61 61 81 1.2 29 46 45 45 45 48 45 51 61 81 61 61 1.2 3X1 3X1 3X2 3X2 9X2 3X2 9X2 3%2 9X2 3X2 3.1
NU N A NIA N/A NIA NIA N/A N/A N/A N/A N/A N/A 45 0.9 29 46 45 45 45 45 45 81 81 81 81 61 87 0.6 3X1 3X7 3X2 3X2 3X2 3X2 3X2 3X2 9X2 9%2 9X2 2.8
29 4S 4S 45 45 45 61 81 61 61 61 61 45 0.8 N/A NIAiN1A NIA NIA N/A NiA N/A N/A N/A N/A NIA 45 0.3 3X1 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 2.1
NIA N/A N/A N/A NIA N/A N/A NIA N/A N/A N/A 45 45 0.3 45 45 45 45 45 45 61 81 81 61 61 61 45 0.0 3X1 3X2 3X2 3X2 3X2 3X2 31f2 9X2 3X2 3X2 3X2 3X2 1.6
45 46 4S 45 45 61 61 61 61 61 61 45 45 0.0 45 45 45 a5 45 45 61 8/ 81 81 61 61, 61 •0.5 3X1 3X1 3X2 3X2 3X2 3X2 3%2 3X2 9%2 3X2 9%2 9X2 3X2 1.1
45 45 45 45 43 81 81 81 B1 81 61 81 61 -0.5 Z 3X1 3x2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 3X2 0.6
3%2 3%2 2 3X2 3X2 3X2 0.1
SURCHARGE CASE 3X2 3X2 3%2 3X2 3X2 3X2 2 3X
SLOPE CASE (z) (M) 3X2 3X2 3X2 3X2 3X2 3%2 9% 3X2 3X2 3X2 3X2 3X2 3%2 3X2 -0.6
SLOPE AND SURCHARGE CASES Z
(M)
NOTES FOR HILFIKER TEMPORARY WALL
1) CAP MAT AT TOP OF WALL IS NOT INCLUDED IN TABLES. p017a GE07ECBNICAL
2) REINFORCEMENT IS NOT REQUIRED AT 0.3m LEVEL FOR SLOPE CASE UNTIL WALL HEIGHT (H) IS GREATER THAN 7.3m. ~0ty ENGINEERING UNIT STANDARD TEMPORARY
3) REINFORCEMENT IS NOT REQUIRED AT 0.9m LEVEL FOR SLOPE CASE UNTIL WALL HEIGHT (H) IS GREATER THAN 7.9m. a MSE WALL REINFORCEMENT
4) REINFORCEMENT IS NOT REQUIRED AT 0.3m LEVEL FOR SURCHARGE CASE UNTIL WALL HEIGHT (H) IS GREATER THAN 7.9m. STATE OF NORTH CAROLINA TABLES - METRIC
DEPARTMENT OF TRANSPORTATION
i1'~ RALEIGH SHEET 3 OF 12 DATE 2/2107

PROJECT REFERENCE NO. SHEET
B-3916 2-1
GEOTECHWAL
ENO ENGINEER
SUPPORT STRUTS, W4
2' (0.6m) ON CENTER TYP REINFORCING FABRIC ~ R
STRUTS REQUIRED AT EACH ENDS of tt~
REGARDLESS OF LENGTH
4" X 4" (102mm X 102mm) 6 413
z
W4 X W4 (MW26 X MW26) "s ~t~Qaa
WELDED WIRE REINFORCEMENT (WWR) fl~t~6
CROSS-REINFORCEMENT
REINFORCEMENT DIRECTION (CRD) 22 N°2~ ~A
DIRECTION (RD)
wun"[ an sowtun an
- 18" 450mm
OVERLAP MIN
18" EO
(450mm) ~p
~ZP WALL FACE
S PE
0'1 P
G
Nsos~ WELDED WIRE FORM PLAN VIEW OF FABRIC OVERLAP
/

CUT TOP WIRE FORM TO 3" (75mm) MIN 1!
MATCH DESIRED GRADE L _ _ _ _ _ _ _
3" 75mm MIN 6"-18" (150mm-450mm) MINIMUM REQUIRED REINFORCING FABRIC STRENGTH FOR RD*
WELDED WIRE FORM (SLOPE AND SURCHARGE CASES)
REINFORCING FABRIC I WALL POLYESTER POLYPROPYLENE
HEIGHT WIDE WIDTH TENSILE WIDE WIDTH TENSILE
H STRENGTH @ ULTIMATE STRENGTH @ ULTIMATE
FEET (M) LB/INCH (KN/M) LB/INCH (KN/M)
4 (1.2) 200 (35) 200 (35)
6 (1.8) 200 (35) 200 (35)
8 (2.4) 200 (35) 200 (35)
T = 18" (450mm) TYP 10 (3.0) 200 (35) 230 (40)
12 (3.7) 220 (39) 264 (46)
6" (150mm) TYP 14 (4.3) 248 (43) 297 (52)
16 (4.9) 276 (48) 330 (58)
18 (5.5) 304 (53) 364 (64)
20 (6.1) 332 (58) 397 (70)
22 (6.7) 359 (63) 431 (76)
24 (7.3) 387 (68) 464 (81)
26 (7.9) 415 (73) 497 (87)
28 (8.5) 443 (78) 531 (93)
I *RD = REINFORCEMENT DIRECTION
4' (1.2m) MIN TYP
GEOTECFINICAL
ENGINEERING UNIT
TYPICAL SECTION TEMPORARY
STATE OF NORTH CAROLINA FABRIC WALL
r• o, rDEPARTMENT OF TR4NSPORTA77ON
RALEIGH SHEET 4 OF 12 DATE; 2rM7

PROJECT REFERENCE NO. SHEET

B-3916 2,1
OEOTECHNrAL
~Q ENGINEER
CENTERLINE OF REINFORCING MAT N"4+A
4'~~tt I°
FACE = EDGE OF BACKING MATS
13 )
1i ~s~ 1Ntt~b°a8
EJ utx
REINFORCING MAT ~ 2 a~p1 uuixe
.0
0P0~1 2Zt*A
ah
WALL FACE
apt aP BACKING MAT
• 9 , pRl
/ ~a a
Q a~~ 5Q FOR ASSEMBLY INSTRUCTIONS, SEE WELDED WIRE WALL CONSTRUCTION GUIDE
/ gQ~t9 ~N 2 AVAILABLE FROM HILFIKER WEBSITE AT WWW.HILFIKER.COM/WWW
CAP MAT / / / Ba S ~pP Spa
GENERAL ASSEMBLY DETAIL
SET TOP REINFORCING AND CAP
MAT INSIDE REINFORCING MAT
BELOW TO MATCH DESIRED GRADE
3" (75mm) MIN PLACE TOP REINFORCEMENT LAYER
24
" (600mm) BELOW TOP OF WALL I
9ARIES 0 TO 24'
8" X 12" (203mm X 305mm)
(Omm TO 60 mml I
W4.5 X W3.5 (MW29 X MW23)
CAP MAT
TOP REINFORCING MAT WELDED WIRE REINFORCEMENT (WNR)
8" X 12" (203mm X 305mm)
W4.5 X W3.5 (MW29 X MW23) WWR
REINFORCING MAT TOP REINFORCING MAT (NO PRONGS)
1
T = 24" (600mm) TYP
4" X V (102mm X 78nm)
W5 X W2.5 (MW32 X MW16) WWR
BACKING MAT
8' (2.4m) WIDE
F
INTERMEDIATE
REINFORCING MATS
WHEN APPLICABLE
(NO CONNECTION TO FACE)
8" X 21" (203mm X 533mm)
REINFORCING MAT
SEE SHEETS 2 AND 3 FOR GAUGE SIZES
WALL COMPONENTS
_ r
RETENTION FABRIC
1
3' (1m)
MIN TYP Nu~re GEOTEGUNICAL
ENGINEERING UNIT
TYPICAL SECTION HILFIKER
~L HILFIKER RETAINING WALLS STATE OF NORTH CAROLINA TEMPORARY WALL
L. UO DEPARTAMWT OF TRANSPORTATION
or cv"' RALEIGH SHEET 5 OF 12 DATE 2/2/07

PROJECT REFERENCE NO. SHEET
B-3916 2-K
GEOTECHNICAL
5' ENGINEER ENGINEER
GEOGRID 4'-43'ie" 3'-4" 4'-45(8" 3'-4" 4'-4%1'
(PULL SLACK OUT GEOGRID (1.3m) (1.0m) (1,3m) (f .0m) (1.3m)CAR
RETENTION FABRIC OF CONNECTION) €io
18" SUPPORT STRUTr 413
(457mm)
K
(10mm) DIA.
9 ERRASCAPE 22 cvRcJ x~
SI
"rv« wrz auwme an
(229mm) SIERRASCAPE CONNECTION ROD SIERRASCAPE CONNECTION ROD
FORY PLACE ALTERNATE LAYERS OF GEOGRID IN STAGGERED PATTERN
SUCH THAT THE LAYER ABOVE IS CENTERED OVER SPACE BELOW
TYPICAL GEOGRID COVERAGE
18" _
(457mm)
WALL FACE DETAIL
i
2~'s" 61mm
SET TOP WIRE FOAM _ _ _ _ _ _ _ _ _ _ (ONE END ONLY)
INSIDE WIRE FORM BELOW
TO MATCH DESIRED GRADE
„ PLACE TOP REINFORCEMENT LAYER
3 (75mm) MIN 18" (450mm) BELOW TOP OF WALL I ~ 1%" (48mm) I BUTT YEATICAL WIRE
9'•3h" (2.8m) (63 WIRES) (OVERLAP HORIZONTAL WIRES)
r CENTER TO CENTER OF OUTSIDE WIRES
VARIES 0" TO 18"
(Omm TO 450mm) ELEVATION VIEW
T ¦ 18" (450mm) TYP
REINFORCING GEOGRID
1.8" X 12.8" (46mm X 320mm)
W2.9 X W4.5 (MW19 X MW29)
WELDED WIRE REINFORCEMENT (WWR)
SEE WALL FACE DETAIL I 25.9" (658mm
(INSIDE HOOK-INSIDE HOOK) 20*1
e!!~:1.4" (6mm) RADIUS
RETENTION FABRIC SUPPORT STRUTS, W4.5 (MW29)
SIERRASCAPE FORM I 11.5"1
18" (0.4m) ON CENTER TYP
38mm STRUTS REQUIRED AT EACH END
3' 0 m) I REGARDLESS OF LENGTH
N TYP
SUPPORT STRUT SIERRASCAPE FORM
WALL COMPONENTS
GEOGRID LENGTH
8 (SEE SHEETS 2 AND 3)
~01Tj GE07ECBNICAL
ENGINEERING UNIT
SIERRASCAPE
TYPICAL SECTION a o TEMPORARY WALL
e n s aarr STATE OF NORTH CAROLINA
T
7bO"er Fa Technologies, Inc. e7 ~DEPARTMENT OF TRANSPORTATION
°j RALEIGH SHEET 6 OF 12 DATE: 2!2!07

PROJECT REFERENCE NO. SLEET
B-3916 2-L '
w

W w w w w w W GEOTECHWAL
Er+aetEx
W W W W W oM"~.,q
PANEL W w w w w W W w w w w w w
SSSS
LAYOUTS w w w w w w w w w w w w w w
3
En n3
w w w W W w w w Ita
w W W W W W All
w w w 1y W w w w F~E w W W W H - WALL HEIGHw WB40 w WB40 WB40 w WB40 W840 w ~WB40 w WB40 2z
wwnw an wwnw an
(FEET-INCHES) < 28 • 0 < 27 0 < 25 4 < 23 - 8 < 22 0 < 20 - 4 < 18 8
(METER) < 8.5 < 8.2 < 7.7 < 7.2 < 6.7 < 6.2 < 5.7
f
w w w E
W w w w w w w i
w W w W w w W W w W W f
W W840 w WB40 w WB40 W WB40 W wB40 w WB40 w wBaO ZWJ WB40 w WB4o 1
(FEET-INCHES) < 17 • 0 < 15 . 4 < 13 . 8 < 12 . 0 < 10 4 < 8 8 < 7 . 0 < 5 - 4 < 3 . 8
(METER) < 5.2 < 4.7 < 4.2 < 3.7 < 3.2 < 2.6 < 2.1 < 1.6 < 1.1 j
i
12'-4" (3.8m) 12'•4" (3.8m)
OVERHANG 2" OVERHANG 2"
(5DMM) (50mm) OVERRAN) 2". OVERHANG 2
(50mm) (50mm)
EE t E
El J W ~ NQaW~v ( Qd W.-N
s L 2 Q
(50mm)
PANEL WIDTH N N PANEL WIDTH 2'•6"
r 12'-0" (3.7m) v r 12'•0" (3.7m) (762mm)
TYPE WH20 TYPE WB20 SECTION
t
12'•4" (3.8m) 12'•4" (3.8m)
OVERHANG 2" OVERHANG 2" OVERHANG 2" OVERHANG 2"
(50mm) (50mm) (50mm) (50mm)
t om
N N
CO J.... p7p Jv
i m W O ^ O
Wi v Wt
aM L a~
t (so )
PANEL WIDTH N °a PANEL WIDTH 21•8"
12'-0" (3.7m) - ^ 12'-0" (3.7m) (762mm)
TYPE W TYPE WB40 SECTION
WELDED WIRE FACINGS WELDED WIRE FORMS
PANEL TYPES (WELDED WIRE FACINGS AND FORMS)
4" X 4" (100MM X 100MM), W8 X W8 (MW52 X MW52) WELDED WIRE REINFORCEMENT (WWR)
i
ti•`,~ ""tre GEOTECIINICAL
ENGINEERING UNIT RETAINED EARTH
N The Reinforced Earth Company STATE OF NORTH CAROLINA TEMPORARY WALL
DEPARTMENT OF TRANSPORTATION
a
RALEIGH SHEET 7 OF 12 DATE; 2007

PROJECT REFERENCE NO. SHEET
&3918 2-M
GEOTECHMAL
E"NMR ENOINMR
tie uro~,
~~pett i ~i
2'-O" 4'-O" 41-0" 2'-O" E~ 413
(O,Bm) , (1.2m) (1.2m) (0,8m) yrAt11%
OVERLAP MESH --I MESH OVERLAP 1/2 (13 mm) DIA. BAR
i 22 NgtolT,eu}
- I "ow.~ om n"iws an
REINFORCING MESH TYP CONNECTOR BAR
-
OVERLAP 4"
10ORm)
B (SEE SHEETS 2 AND 3)
WALL FACE CONNECTOR BAR
2" PANEL WIDTH 2" ~y CW CW CW
(5011) 12 -0' (3.7m) (50mm)
LOOPED END OF MESH
(SEE REINFORCING MESH LOOP DETAIL) CROSS WIRE
0
REINFORCING MESH PLACEMENT DETAIL
(PLAN VIEW) LONGITUDINAL WIRE o
IF REINFORCEMENT LENGTH IS NOT AN INCREMENT OF 2'-0" (810mm) MAID: CW EQUAL
TO 12" (305mm) AT THE END OF THE REINFORCING MESH OPPOSITE THE LOOPED END
3X W8 x 2.0' (3MW52 X MW52 X 61Omm)
REINFORCING MESH NO. OF LONGITUDINAL WIRES CROSS WIRE GAUGE OF LONGITUDINAL WIRES
REINFORCING MESH GAUGE OF CROSS WIRES
~Kzj
LONGITUDINAL WIRE SPACING OF CROSS WIRES IN FT (MM), CW
REINFORCING MESH DESIGNATION

REINFORCING MESH

3" (78mm)

CROSS WIRE

(10Rm) RADIUS
REINFORCING MESH
LONGITUDINAL WIRE
CONNECTOR BAR
WALL FACE
WIRE FACING REINFORCING MESH LOOP DETAIL
-

GENERAL ASSEMBLY DETAIL r°'TAW GEOTECIINICAL
ENGINEERING UNIT RETAINED EARTH
N The Reinforced Earth Company G Ir STATE OF NORTH CAROLINA TEMPORARY WALL
0 DEPARTMENT OF TRANSPORTATION
•~M or Tv~'~ RALEIGH SHEET 8 OF 12 DATE: 212107

PROJECT REFERENCE NO. SIMET
B-3916 2-N
RETENTION FABRIC TYP GEOTEaINrcu
ENGINEER ENGINEER
HORIZONTAL WIRE FACING TYP •
REINFORCING MESH F' N uuo
yPsrss ~ s
2" (
CONNECTOR BAR a3
• CONNECTOR BAR MAY BE CUT SHORT AS
e NECESSARY TO FIT ONE OR TWO MESH rrrAR-
a °o GROUPS AT TOP OF WALL
• • _ ~ 22 ha/~ th}
VERTICAL WIRE FACING TYP
. ~ TOP OF WALL GRADE < 4%
6" (150mm) CLR TYP _
OVERLAP DETAIL
REINFORCING MESH TYP
T~~ 1 1 1 1
PANEL HEIGHT (VARIES)
CONNECTOR BAR TYP
r--~~-:~r 1 1 t

CUT TOP WIRE FACING
TO MATCH DESIRED GRADE /
L 1 ~3-(75mm) MIN PLACE TOP REINFORCEMENT LAYER 8.10"1 I 4" (100mm) OVERLAP -?{I~ PANEL TYP
WELDED WIRE FACING (150.250mm) BELOW TOP OF WALL I 2'•0" 4'-O" 4'•O" 2'-0" 2'-0" 4'-0"
VARIES 0" TO 20" (0.6m) (1.2m) (1.2m) (0.8m) , (0.8m) (1.2m)
(Omm TO 500mm) I PANEL WIDTH ~I
PANEL 12'•0" (3.1m) PANEL
SEE OVERLAP DETAIL JOINT JOINT
TYPICAL ELEVATION @ TOP OF WALL
(WIRES NOT SHOWN FOR CLARITY)
REINFORCING MESH PANEL TYP
CONNECTOR BAR TYP
• 1 y ~1 1 1~1~ ~./~rt~
REINFORCING MESH TYP
T = 20" (500mm) TYP PANEL HEIGHT (VARIES)
1 1 1 I~I~i~l 1 1 '

4" (100mm) OVERLAP I BOTTOM OF
„ REINFORCED ZONE
WELDED WIRE FORM I 2 -0rc 4'-0" 4'.0n 2'-0- ( 2I •0" 41•0
(0.6m) (1.2m) (1.2m) (0. 6M) (0.6m) (1.2m)
I_ PANEL WIDTH
PANEL 12'-0" (3.7m) PANEL
JOINT JOINT
RETENTION FABRIC I TYPICAL ELEVATION @ BOTTOM OF WALL
(WIRES NOT SHOWN FOR CLARITY)

3' 1m MIN TYP 0.4 GE07ECRNICAL
ENGINEERING UNIT RETAINED EARTH
TYPICAL SECTION NN k
a
The Reinforced Earth Company ~ oz STATE OF NORTH CAROLINA TEMPORARY WALL
DEPARTMENT OF 7PANSPORTA77ON
°j *"~I RALEIGH SHEET 9 OF 12 DATE; 2@107

PROJECT REFERENCE N0. SHEET
B-3916 2-0
GEOIECHNICAL
ENGINEER ENGINEER
"
A` ~oAts s
a
AS It
1NL~o%a'`t
AS AS B3 B3 E
f AS A8 AS AS AS AS AS
AS AS AS AS AS A6 AS
AS
B3_ B3
PANEL AS AS AS AS AS AS A8 AS AS AS AS AS AS A6
LAYOUTS AS AS AS AS AS AS AS
AS AS AS AS AS AS AS AS AS AS
AS AS AS AS AS AS AS AS AS AS I AS
AS AS AS AB AS AS
AS
AS AS AS AS AS AS A6 AS A8 AS AS AS AS
AS AS A9 A6 A9 A6 AS A9 AS A9 Afi A9
H • WALL HEIGHT A9 --gg- (FEET-INCHES) < 28 • 0 < 27 8 < 26 0 < 24 - 4 < 22 8 < 21 0 < 19 4
(METER) < 8.5 < 8.4 < 7.9 < 7.4 < 8,9 < 6.4 < 5.9
i
AS B3 B3
AS AS AS AS AS AS AS AS AS
AS AS AS AS AS AS AS AS AS AS A10
AS AS AS AS AS AS AS AS AS AS A10 A10 A10 RS I
A10
AS A9 AS A9 AS A9 AS A12 AS A12 A10 A15 A10 A15 A10 A10
A15 A10 A15
(FEET-INCHES) <17 • 8 <16 0 <14 4 <12 8 <11 0 <9 - 4 <7 - 8 <8 • 0 <4 • 4
(METER) < 6.4 < 4.9 < 4.4 < 3.9 < 3.4 < 2.8 < 2.3 < 1.8 < 1.3
i
I
10'•0" (3.05m)
21~" 9'•7" (2.92m) 2%"
2%" (63mm (63mm) 10'-0" (3.05m)
(83mn " " 10'•0" (3.05m
e 2y¢" (63mm (63mm)
(63 111) 29'•7" (2.92m) 2ys~"
w c (63nm) (63W 21•x"
x
-j I ro El (63mWN E N0ZW co !D ~rMT
in ax to
L
2L' 3 2%"
(63mm) PANEL WIDTH (63mm) PANEL WIDTH 3Ms
9'-10" (3.00m) 9'-10" (3.00m) (63m 508mm
TYPE A TYPE B WELDED WIRE FORM SECTION
WELDED WIRE FACINGS
PANEL TYPES (WELDED WIRE FACINGS AND FORM
5" X 5" (125mm X 125mm), W5 X W5 (MW32 X MW32) WELDED WIRE REINFORCEMENT (WWR)
GEOTECHNICAL
ENGINEERING UNIT TERRATREL
The Reinforced Earth Company y STATE OF NORTH CAROLINA TEMPORARY WALL
DEPARTMENT OF TRANSPORTATION
RALEIGH SHEET 10 OF 12 DATE: 2/2/07

PROJECT REFERENCE N0. SNEET
&3916 2-P
20"
OEOmSCHNN;+VL
20" (508mm) ENGINEER ENGINEER
n " n " " n n n " u (508mm) " " ~:,ww,n
15 45 45 15t' 15 30' 30" 30 15 15 25 25 15 urp~
loll 254mm) (381 mm) (1143mm) (1143mm) (381mm) (381 mm) (762mm) (762mm) (762mm) (381 mm) (391 mm) (635mm) (635mm)
( (381mm)oyss
sn 41311
2011 Nose
(508mm)
22 Z44 W'+ta'
20" wwaa an .a,n"arz
(508mm)
A6 AS A10
i0" KEY: AS
(254mm)
10" NUMBER OF
(254mm~- REINFORCING STRIPS
PANEL TYPE
(254mm) B6 68 B10
lo"
(254mm)
20"
(508mm)
10"
(254mn
'o" A9 A12 A15
(254mn)
1o"
(254en) 1 H! 11111 1 !11!
20"
(508mm)
B3 B4 B5
CONNECTOR ROD AND REINFORCING STRIP PLACEMENT DIAGRAMS
B (SEE SHEETS 2 AND 3) CONNECTOR ROD APPROX. 1" (25mm)
BELOW HORIZONTAL FACING WIRE
BOLT SET
(14mm) BOLT HOLE REINFORCING STRIP
REINFORCING STRIP - 2" X 5 (50mm X 4mm) HAIRPIN CONNECTOR
~Y3 2 /rF7 WIRE FACING

STRIP TO FACING CONNECTION
It" (13 mm) DIA. ROD 1t" (13mm) BOLT WITH NUT AND WASHER

CONNECTOR ROD BOLT SET HAIRPIN CONNECTOR

WALL COMPONENTS roIxa GEOTECHNICAL
c~ 6
ENGINEERING UNIT TERRATREL
The Reinforced Earth Company ? STATE OF NORTH CAROLINA TEMPORARY WALL
DEPARTMENT OF TRANSPORTATION
°r RALEIGH SHEET 11 OF 12 DATE: 2M07

PROJECT REFERENCE NO. SHEET 1
8-3916 2-Q
GEOIECHNIGAL
HORIZONTAL FACING WIRE REINFORCING STRIP (75 mm) CONNECTOR ROD REINFORCING STRIP ENGINEER ENGINEER
FABRICION BOLT SET r25MM) 0 51 CONNECTOR ROD BOLT SET P~SF~u~
_ (125mm) OVERLAP -
t
HAIRPIN CONNECTOR HAIRPIN CONNECTOR
e `
E ~ FACING (HORIZONTAL WIRE) FACING (HORIZONTAL WIRE) W
M ~ ~ ° fps ?Ia"
C11
LINE UP WIRES AS SHOWN --C F w FACING (VERTICAL WIRE) FACING (VERTICAL WIRE)
cc >
o CONNECTOR ROD 1" 25mm CONNECTOR R00 14" (356mm) o~witx
N 5" 50 5` WALL FACE " 13mm TYP WALL FACE 5" 5" 5" Hammy?,c
01 @ ~
E (125mm) (125mm) (125mm) TYP I'~ q OF 2" (5amm) (125mm) (125mm) (125mm) an cwT. `
LINE UP WIRES AS SHOWN OF OVERLAP JOINT
. b N ILL
CONNECTOR ROD "Q PLAN DETAIL 'A' PLAN DETAIL 'B' PLAN DETAIL 'C'
HAIRPIN CONNECTOR STRIP CONNECTION HORIZONTAL OVERLAP DETAIL STRIP CONNECTION WITH
VERTICAL FACING WIRE
[.88 RCING HORIZONTAL OVERLAP QETAIL
WALL FACE STRIP
PANEL TYP
14" (356 mm) CONNECTOR ROD OVERLAP TYP TOP OF WALL GRADE < 491
OVERLAP FACINGS VERTICALLY ONE FULL 5" (125mm) 4" (100 mm) TYP
WIRE SQUARE DISREGARDING HALF SQUARES AT EDGES
VERTICAL OVERLAP DETAIL CONNECTOR ROD APPROX. _ - _ - - _ _ - - - - - - - - - -
a
1 (25mm) BELOW HORIZONTAL -a C3 a E9 a
/ FACING WIRE TYP
E3 63
CUT TOP WIRE FACING % "
/j PLACE TOP REINFORCEMENT LAYER 4 "C"
HAIRPIN CONNECTOR TYP
TO MATCH DESIRED GRADE / (100mm) BELOW TOP OF WALL i-- SEE DETAIL L1
13 E3 E3 04 C3
I
WELDED WIRE FACING „ -1 PANEL HEIGHT (VARIES)
VARIES 0 TO 20
(Omm TO 500mm) G3 G3 G3 G3 E-3 E-3 =0 G3 G3
C3 C3 -0 LM E3 E3 G3
R
i
11
11'-0" (3.4m) CONNECTOR ROD q 2 (50mm) CONNECTOR ROD CUT AT END PANEL
FULL LENGTH TYP I OVERLAP JOINT -
it'-0" (3.4m) CONNECTOR ROD
2" (50mm) OVERLAP JOINT FULL LENGTH TYP
T = 20" (500mm) TYP I I 1'-9" (0.5m) ROD/FACING
V-9" (0.5m) ROD/FACING OVERLAP -r-~I OVERLAP
9'-10" (3.0m) PANEL WIDTH WITH 9'•10" (9.0m) PANEL WIDTH WITH 9'•10" (3.0m) PANEL WIDTH WITH
5 REINF. STRIPS PER LEVEL 4 REINF. STRIPS PER LEVEL 3 REINF. STRIPS PER LEVEL
SEE VERTICAL REINFORCING STRIP TYPICAL ELEVATION
OVERLAP DETAIL
(WIRES NOT SHOWN FOR CLARITY)
r
- I N U m LL ~ W
W ^ Z
t~ Q Q ; Q ~ V
p W W OLL W z
LL O O yyWJ~ Y p 6.
z cc
W W W 3m W
co co ca I
FIRST REINFORCING STRIP 10" (250mm)
END OF HORIZONTAL FACING WIRE 11'•0" (3.4 m)
[2~RETENTION FABRIC BOTTOM OF 10" (250mm) CONNECTOR ROD TYP d
- REINFORCED ZONE - - TYPICAL PLAN
PLACE LOWEST REINFORCING STRIP 10" (250mm)
WELDED WIRE FORM 3' 1m MIN TYP FROM BOTTOM OF REINFORCED ZONE d ro~re °4
GEOTECHNICAL
ENGINEERING UNIT TERRATREL
TYPICAL SECTIONS The Reinforced Earth Company STATE OF NORTH CAROLINA TEMPORARY WALL
t DEPARTMEW OF TRANSPORTATION
"r o, ru+'~ RALUGM SHEET 12 OF 12 DATE: 2/2107

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COMPUTED n: D. PE11Y DATE 01-1607
CHECK BY: Al [ORIE DATk 01-22-07
PILOIECi AEfE1Aww 86CE ND, SHEET N NO.
3T
STATE OF NORTH CAROLINA 8-3916
DIVISION OF HIGHWAYS

LIST OF PIPES, END WALLS, ETC (FOR PIPES 48" & UNDER)

NDWAIU ' ~ J~
CLASS IN P.C. IRE u "11tEY1ATNDNS
- STATION \ CLASS IN P.C. COATED C.S. MM1 1 C.S. M re" Ipt ALuwNu® SID. ~ SUM
US NOTED 0 3
opt (UNLESS NOTED OTHEWWLW (UN
HOPE nn;TY9E i Olt D iy,n FRAME, GIU7E1 g^g pp u CATCH iWN NARROW < g STANDARD 610.09 .,0.E Owl INLFTDRW INLET sm. + Am HOOD
WHIM
NOTED C g St u{ GDA GRATED DROP DAFT
Di q
3 Y G.01 R1S4
a+r+ww OOTIN1M
so m 12' tY Ir 94, 3r 36. 13' 41r Ir 1a' Ir 24' 30' 36' 42' 4r 12' IS' 1r 3Y SO' 36' 42' 11' 1 CU. YDS. A 1 pY yak u AJNCTION box
RIC BEARM DROP INLET
TIItlDIW TS 9§ TYPE DE 3 S hut l SIAMANHOLE
q yg3 q rJJl TRAFRC BFARWG IUCIION BOX
OR G111G1 I I I e C S 8 S, RI a i? ORATE
4 4 4 q 4 A C a fER f FUi E E G 0 F 6
RDAAARf
L U461 LT. 1 u
-4174p rt. 2 361.00 3r
1
4,19+00 R. 5 260.45 1 t 2ILIA 43A
1
fr. 3 4 757.70 372." w 1 t 2q
L 31+" LT. 0 262.u
t 1 1
xq
LT. s E 259.11 2N.15 sr
9 256.60 250.50 ! DOSS. IN i CDMIpICr 3q
4, 31+65 a. 6 362.60 1 1 1
lY TRAFFIC IEAEIIG p
rt. 6 7 2».ao txea r
4,21+65 rt. 7 u120 1
1 1
R. 7 1 2S/AS 256.76 1134' 1
4,23+00 U. 1 760.10 1
rt. 1 1 I 2q
L 25450 LT. 10 1.5
DET-15425 ( it 236.75 moo p
-DET-11+12 4 1x 257.0 250.50 244T-- TOTAL 11r E76' 64' u' 1.5 6 5 5 1 1
35,
A-L4
SAY f
~:r RAMlV IATES, INC.
aa9nanR ~vro-wee->,:~ a .
~u

REYISIONS PROJECT REFERENCE No. sHErr No.

Q-3916 4
N f R"N SHEET NO.
1 ROADWAY DESIGN
} ,ERA r!$AII,r 04CA M
{ ~'V P 4SSlpy9 ,I'': r°~~~ ESS16
x . C SEAL ° Q S
F ti = 241 5n', IB
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DB 56
r PC 105r a,
r MD N x,~.
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P 199'30 N ' m B PC 502 I
t . r
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* PON COYPCErm OF -L- LINE °
a ~7c1~, ~'o m WILLIAM L. CARTER - tz'- I' i ~a/ o I y } ~;ImpROVEwNr$,,REYOVE DETgxt I# N r1 _ r
OB 3128 PC AT FILL AND GEO-gASRA AND r ° " n I = V
PREFORM Q~'SNU1~ - P S ? N H RFfSTpB~yE Ex15T1A17 ~ w I R
` y O \ O vuoos HOLE B•g\ M-9 t ~ t S I fWNNIGF P.17~TERNS grit, ,
D-5' 0.09 1 ` 1 f .J50 TNS.CLIfRP RAP I r, y r r; "r + N x M v x a' £ I1 `
a,C,2-B \ 7: 420 SY.FILTER FASW M. r r'm A .A A 4,, ,r A ,I ar ~ w
1 DURWOOD KEMP YOUNG ZSPECIAL CUT BASE A7CH - a+
a4O ` EStJ50 TxSCLnR1P RAP EMBANKMENT 15W _np- -
r M± N ~+Y N it ii ?I ,y 9
DB Y653 PG 2297 BEGIN PROJECT 391 SEE OETN1 A -L- 16+09J3 W 275 Sf ROW ARMOR PIATIAQ'' - - - y ~ ~ -DEt- 21+3252 r ND~
E57.420 SY,FILTER FABRC i v SEE'DETA162•C Y _
PLL -L- SJa.I + Q(j ROCK EMBANKMENT 15l l n T - r -1 25+1571: $JD 26+95!2 3 a„
Eu WITH 275 SY ROCARNQY P ti 1 PC - ' Sta.1B+2498 -
11295
I P - - SEE DETAIL 2-C [ I 1 - 1 iDET-
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I PC - la k7 sro SEE 7~1LL B \ j i a f~
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-
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, h rc • WAIN BEGIN BRIDGE
/ l7 x _ x RETaN r e~ -

/ I o° / \ <c / I nmK nn RETAIN 3s c^
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ROACH / i cL .J rRP RAP
TONS
TDE
EST ~ O r t
(1 Rr i . I \ ~9Eav 1 s' 1 / EE DET9CCrr } ti' - -
fND MPROACH $LA8 s r sAP °
1 ROBERT E. & - , ro 'i S BADGE
( JACKIE w. HOLES N ' + + s arar 3t c;x,<
1 DB 2984 PG 288 •L -A 19+ 9,36 r j( n ; - -L- STA21+4 EX.R w X.Rnv x ox • I_
PB 1985 PG I085 s ( 73.34'RT. ~ r L~ STA21+21.00 127RT. 120' Rr, x I t
urr I~1- I TIII~ I
PTSto.17+5251 l
i; MTL aos R.M. SMITH SR. ET AL l ! j DAVID A. COCKMAN, ET AL
& F.L. HOGAN SR. I f = eN I OB 3331 PG 334 • 4 7 . II
DS 6276 PG 66 -L A. 26-WO
y
ti r "x-y.x PB 1981 PG 181 , 1 4 77.52'RT, lyl
I I It
_ I DETAIL B
y. I LATERAL BASE DITCH 0 AIL
FALSE SUMP FSM •g 8 DETAIL C
' 5 fI p a (Not to Scale) Meolm Ditch PROPOSED OUTLET CHANNEL
W pd toY 2Ft (Not to Scale)
= -Jr wr y ti MIn D . LO Ft (Not to Scale )
Pa B `2 Q Ft s•mtm sww kooewe Mtch
D
-
-x o =3,QFt -L- 21+65 MED Filter
+L -L- 11+00 to 19+20 LT 7F" CL FGDrIc
-L RIP RAP AT DETAIL NKMENT W - Vor.2.7 ft. to 5.5 ft,
1• -•J__ w~;.,n;;,1 INot to Soma D z var. 1.2 ft, to 1.5 ft, i
DETAIL A TyDe Of Liner . CL. 'I'
- r ~1 , t m_T
SPECIAL CUT BASE DITCH
~oa r r -L- 22+75 to 23+25 RT.
BEGIN BRIDGE END BRIDGE (Not to Scale)
-L- STAf9+501X! E, -L- STA7J+2/110 oun0 J1 or Froth EM. 5 Tony r
T D f1Ott°p SNwe
- TYM of LYw . CLASS TRIP AAF It
B
pPS 11 B Il V PS ~L MI1 D r ~Ft \ r Lrr
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4 B . 2.QFf
-L- 13+50 to 17+00 LT
i+
Mf
N a a o
* ~ PI S/a 13 + *7923 FOR -DETOUR- SEE SHEET NO.4A ~l
-
B-77 B-77 4 PS A ¦ (f 33' 305' (LT) © PSRY - PERMANENT SAIL
BEGIN MPROACH SLAB END APPROACH SLAB D ¦ Z 20' OAO' REINFORCED MATTING
L sra 9Nz6O7
SKETCH SHOWING ROADWAY t STA 0#45,00 L ¦ 7525r FOR -L- PROFILE SEE SHEET NO.5 CTO - GRADE To ORwm
T ¦ 37923'
IN RELATION TO STRUCTURE R ¦ 245553'
a- 0A5 SEE SHEETS S-1 THRU S-30 TIANSITE CONSULTING RAMEYKEMP&ASSOCIATES, INC.
Bear) Rural/ ¦ l33' FOR STRUCTURE PLANS ENGINEEI5, INC01POIATED
~D Back • N 34 56025 E' 1300 P.Idad Dd., S.M. 0-10 ..""6,'r rya
hldpY, M.C.1160! "•T•

REVISIONS PROJECT REFERENCE NO. SHEET NO.
~{1 B-3916 4A
. ` IAY SHEET NO.
f 1 f 11 ROADWAY DESIGN HYDRAULICS
,a 84CMEERI
P•1 EIENGINEER
SEAL S
I
a~ ~N T' r E scorT ~•zB ;EOM ao y1
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+ V~~~~ ® NORTH MAM MOMC! NAMPi NCB N0.
CAROLINA SHUT TCP N0.
DIVISION OF HIGHWAYS 8-3916 TCP-1 ~

PLAN FOR PROPOSED

TRAFFIC CONTROL, MARKING & DELINEA TIO
111

WAKE COUNTY
LEGEND
I
OMB ROADWAY STANDARD DRAWINGS INDEX OF SHEETS GENERAL
I' THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS"- SHEET NO. TITLE -4M DIRECTION OF TRAFFIC FLOW
ROADWAY DESIGN UNIT-N.C. DEPARTMENT OF TRANSPORTATION-RALEIGH, N.C., NORTH ARROW
DATED JULY 2006 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
PROPOSED PVNT . EXIST. PVNT.
CONSIDERED A PART Of THESE PLANS: TCP•1 List of Applicable Roadway Standard Drawings (RSD),
STD. NO. TITLE Legend, Temporary Pavement Marking Schedule, and NARK AREA
Index of Sheets
1101.02 Temporary Lane Closures REMOVAL OF EXISTING PAVEMENT
1101.03 Temporary Road Closures TCP-2 General Notes and Phasing
1101.04 Temporary Shoulder Closures TCP TRAFFIC CONTROL DEVICES
1101.05 Work Zone Vehicle Accesses -3 Temporary Shoring Notes
1101.11 Traffic Control Design Tables I TYPE I BARRICADE
1110.01 Stationary Work Zone Signs TCP-4 Phase I Detail
1110.02 Portable Work Zone Signs ]I TYPE II BARRICADE
1115.01 Flashing Arrow Panels TCP-5 Phase II Detail m TYPE III BARRICADE
1130.01 Drums
CONE
.
1135.01 Cones TCP•6 Phase III Detail
1145.01 Barricades
1150.01 Flagging Devices DRUM SKINNY DRUM
TCP-7 Advance Work Zone Warning Signs ~
1160.01 Temporary Crash Cushion = FLASHING ARROW PANEL (TYPE C)
0 1165.01 Truck Mounted Impact Attenuator TCP-8 Portable Concrete Barrier at Temporary Shoring Locations
_ 1180.01 Skinny Drum TYPE B WARNING LIGHT
1205.01 Pavement Markings - Line Types & Offsets
PM-1 Final Pavement Marking Plan and Schedule STATIONARY SIGN
s 1205.02 Pavement Markings 2 Lane & Multilane Roadways
v 1205.04 Pavement Markings Intersections PORTABLE SIGN
1205.05 Pavement Markings Turn Lanes STATIONARY OR PORTABLE SIGN
1205.12 Pavement Markings Bridges
1250.01 Pavement Marker Spacing WARNING FLAGS
n 1251.01 Raised Pavement Markers (Temporary & Permanent)
U 1253.01 Snowplowable Raised Pavement Markers W CRASH CUSHION
1261.01 Guardrail & Barrier Delineator Spacing
L 1261.02 Guardrail & Barrier Delineator Types CHANGEABLE MESSAGE SIGN
C 1262.01 Guardrail End Delineation
u 1264.01 Object Markers
TRUCK MOUNTED IMPACT ATTENUATOR (TMIA)
Ego
o 1264.02 Placement of Object Markers
® POLICE
U
TEMPORARY PAVEMENT MARKING SCHEDULE O- fLAGGER
w
L
L TEMPORARY PAY ITEM OUANITY
SYMBOL DESCRIPTION PAVEMENT MARKINGS BREAKDOWN TOTAL QUANTITY PAVEMENT MARKINGS
°
i ) PAINT (4") 5,336 L.F.
PA WHITE EDGELINE (2X
0 0 CRYSTAL/CRYSTAL PAVEMENT MARKER
m PB YELLOW EDGELINE (2X) 5,336 L.F.
PC 10 FT. WHITE SKIP (2X) 741 L.F. YELLOW/YELLOW PAVEMENT MARKER
o PD 2 FT. WHITE MINISKIP (2X) 50 L.F.
a PE WHITE SOLID LANE LINE (2X) 2376 L.F. CRYSTAL/RED PAVEMENT MARKER
g PG 2 FT. Y
~ ELLOW MINISKIP (2X) 55 L.F.
PAVEMENT MARKING SYMBOLS
o TOTAL 13,894 L.F.
L
CL
11 PAINT (24")
° P4 WHITE STOPBAR (2X) 60 L.F.
oa APPROVED.,
P4
TOTAL 60 L.F. DATE Z is o PLAN PREPARED BY: N.C.D.O.T. WORK ZONE TRAFFIC CONTROL UNIT
. 11
ON MARKERS
aj-
Boa TEMPORARY RAISED PAVEMENT MARKERS P``HtA1°p~b J. S. BOURNE, PE TRAFFIC CONTROL ENGINEER
0 0a 83 EA. of
mor MI CRYSTAL & RED 'i~ Ess M. MCDIARMID PE
oN TOTAL 83 EA. SEAL SEAl ' TRAFFIC CONTROL PROJECT ENGINEER
e
°vo NOTE: FOR EACH PAINT PAVEMENT MARKING ITEM 1X IMPLIES A SINGLE APPLICATION o3o52
• C. LANFORD PE
,5L 2X IMPLIES TWO APPLICATIONS, AND 3X IMPLIES THREE APPLICATIONS. ICINSt oo' ' TRAFFIC CONTROL PROJECT DESIGN ENGINEER
WO C %y~o t uNt~`°`
o ,u,,,,nwa
N,p

PROI. REFERNCE NO. SHEET No.
GENERAL NOTES PHASING B•3918
TCP-2
Changes may be required when physical dimensions in the detail drawings,
standard details and roadway details are not attainable to meet field Pavement Edge Drop-Off Requirements
Local Notes:
conditions, or result in duplicate, or undesired overlapping of devices. Maintain access to all driveways within project limits.
Modification may include: moving, supplementing, covering or removal of I) Backfill at 6:1 slope up to the edge and elevation of existing pavement in
devices, as directed by the Engineer. areas adjacent to an opened travel lane that has an edge of pavement Phase 1
drop-off as follows:
The fallowing General Notes apply at all times for the duration of the Step 1: Install all workzone advance warning signs on US 401. If work is not
Backfill drop-offs that exceed 2 inches on roadways with posted speed limits
construction project, except when otherwise noted in the plan, or directed pursued within three days of sign installation, the signs shall be covered
by the Engineer. of 45 mph or greater, or removed in a method approved by the Engineer according to Section
Time Restrictions Backfill drop-offs that exceed 3 inches on roadways with posted speed limits 1110 of the Standard Specifications, Advance warning signs shall be installed
less than 45 mph. when construction is within 100 ft. of existing travel lane (See TCP•7).
A) Do not close or narrow travel lanes as follows: Backfill with suitable compacted material, as approved by the engineer, at no Step 2: Using Roadway Standard Drawing (RSD) 1101.02, Sheet 3 of 9, remove existing
expense to the department. guardrail along the left side of •L• from Ste. 17+22+)- -L-
Road Name Day and Time Restrictions to Ste. 17+50+/. -L- and from Ste, 23+44+/. •L• to Sta. 25+80+/- •L•,
J) Do not exceed a difference of 2 inches in elevation between open lanes of Install temporary crash cushion at Sta. period, inst -L• left side. If this work cannot TMIA 1. US 401 Monday thru Friday 6:00 am to 9:00 am traffic for nominal lifts of 1.5 inches. Install advance warning "Uneven Lanes" be completed by the end of the work period, install a traffic too a the one-m of 72
Monday thru Friday 4:00 pm to 7:00 pm hours at the exposed end(s) of guardrail and return trffic to the one-way, two-lane
signs (W8.11) in advance and a minimum of every half mile throughout the uneven
area, pattern on exiting US 401 southbound (See TCP-4):
B) Do not close or narrow travel lanes during holidays and special events as follows:
Road Name Traffic Pattern Altercations Step 3: Away from traffic, construct -DET- up to and including the final surface course,
R US 401 K) Notify the engineer twenty one (21) calendar days prior to any traffic pattern temporary drainage, guardrail and temporary structure from
alteration. Ste. 13+50+/- -DET- to Ste. 20+35+/. -DET- (See TCP-4).
Holiday Signing Step 4: Using RSD 1101.02, Sheet 3 of 9, and TCP•4, shift traffic to one-way, one-lane pattern
o
n US 401 SB and construct -DET• up to the existing edge and elevation of pavement
1. For any event that creates unusually high traffic volumes, as directed by the L) Contractor will be responsible for permanent signing. to S Sta. 10+57+/. -DET. to Sta. 13+50+/. •DET• and from Sta. 20+35+/ •DET-
from -
Engineer to Sts, 21+7g+/. -DET• (Bee TCP•4):
2. For New Year's Day, between the hours of 8:00 a. n. December 31st and 7:00 p.m. M) Contractor will be responsible for detour signing within and off the project Install all barricades, drums, and temporary traffic control signs (See TCP-4).
liits.
January 2nd. If New Year's Day is on a Friday, Saturday, Sunday or Monday,
then until 7:00 p.m. the following Tuesday. N) Ensure all necessary signing is in place prior to altering any traffic pattern, tempo
Using rary 5: RSD 1101.02, Sheet 3 of install temporary pavement markings and
enparflry markers and shift traffic to a one-way, two-lane traffic pattern on
3. For Easter, between the hours of 6:00 a.m. Thursday and 7:00 p.m. Monday. 0) Install black on orange "Dip" signs (W8.2) 500 ft (150m) in advance of the Dom' (See TCP•5).
4, For Memorial Day, between the hours of 6:00 a.m. Friday and 7:00 p.m. Tuesday. uneven area. Install all barricades, drums, and temporary traffic control signs (See TCP-5).
5. For Independence Day, between the hours of 6:00 a.m, the day before P) Install black on orange "Bump" signs (W8.1) 500 ft (150m) in advance of the Phase II
Independence Day and 7:00 uneven area.
Y p.n, the day after Independence Day.
Traffic Control Devices Step 1: Install temporary shoring as follows (See TCP•3, TCP•5 and TCP-8):
If Independence Day is on a Friday, Saturday, Sunday or Monday, then between Sta. 19+25+I• -L• to Sta. 19+65+/• •L• offset 40' Left
the hours of 6:00 a.m. the Thursday before Independence Day and 7:00 p.m, the 0) Space channelizing devices in work areas no greater than twice the posted speed Sta. 18+25+/. •L• to Ste. 19+50+/- •L- offset 30' Right
Tuesday after Independence Day. limit (mph), except 10 ft (3m) on•center in radii, and 3 ft (1m) off the Sta. 21+10+/. - -LL- to Sta. 21+35+/- -L- offset 40' Left
C edge of an open travelway, when lane closures are not in effect. Sta. 20+83+/• •L• to Sta. 21+45+! L• offset 30' Right
c 6. For Labor Day, between the hours of 6:00 a.m. Friday and 7:00
p.n. Tuesday.
N
n 7. For Thanksgiving Day, between the hours of 8:00 a.m. Tuesday and 7:00 m. Monday. R) Place Type III barricades, with "Road Closed" sign (R11.2) attached, of Step 2: Away from traffic, construct •L- and structure, up to but not including the final
Y p• sufficient length to close entire roadway. Stagger or overlap barricades
* layer of surface course, from Sta.17+52+/..L- to Ste, 23+50+/_ -L- (See TCP•5).
8. For Christmas, between the hours of 6:00 a.m. the Friday before the week of to allow for ingress or egress.
r
n Christmas Day and 7:00 p.m. the following Tuesday after the week of Christmas Day. S) Place sets of three drums perpendicular to the edge of the trevelway an 500 ft Using ASD 1101.82, Sheet 3 of 9, construct •L• up to the edge and elevation
(150m) centers when unopened lanes are closed to traffic. These drums shall Ste. of . 1DET- 4+40+/- -L- (See TCP•5):
d Lane and Shoulder Closure Requirements be in addition to channelizing devices. •L• to Sta. 17+52+!• -L-
C, Sta. 23+50+/- •L- to Ste. 25+73+I- •L-
C) Remove lane closure devices from the lane when work is not being performed Pavement Markings and Markers
o behind the lane closure or when a lane closure is no longer needed, or as Step 3: Using 1101.02, Sheet 3 of 9, and working in a continuous operation, complete
+L
directed by the Engineer, the following (See TCP-5);
C T) Install pavement markings and pavement markers on the final surface as follows;
v D) When personnel and/or equipment are working within 40 ft (12m) of an open Road Name Marking Marker • Pave/wedge •L- up to but not including the final lift of surface course from
4- travel lane, close the nearest open shoulder using Roadway Standard Drawing 1. US 401 Thermoplastic Snowplowable Sta.13+40+/- -L- to Sta.17+52+/- •L• and from Ste. 23+50+/• -L• to
° No. 1101.04 unless the work area is protected by barrier or guardrail. Sta. 26+95+/. -L-
U) Install temporary pavement markings and temporary pavement markers on interim
2 E) When personnel and/or equipment are working on the shoulder adjacent to a Install temporary paint pavement markings
layers of pavement as follows; gs and markers from Ste.13+40+/. -L-
v- divided facility and within 10 ft (1.5n) of an open travel lane, close the to Ste. 26+95+/. •L• and open •L• to a one-way, two-lane pattern.
L nearest open travel lane using Roadway Standard Drawing No, 1101.02 unless the Road Name Marking Marker
work area is protected by barrier or guardrail. 1. US 401 Paint Temporary Raised Phase III
n 1
m F) When personnel and/or equipment are working within a lane of travel of an Step 1; Using RSD 1101.02, Sheet 3 of 9, complete shoulder work and permanent drainage,
m undivided or divided facility, close the lane according to the traffic remove •DET•, and install permanent guardrail on left side of -L-(see TCP-6).
(0 control plans, roadway standard drawings or as directed by the Engineer. V) Tie proposed pavement marking lines to existing pavement marking lines.
m Conduct the work so that all personnel and/or equipment remain within the Step 2; Using RSD 1101.02, Sheet 3 of 9, place final layer of surface course, final pavement
o closed travel lane. W) Replace any pavement markings that have been damaged by the end of each day's markings and snow plowable markers on •L- from Sta. 13+40+1. •L• to
a -
a operation. Sta. 26+95+1• •L- (See TCP•6 and PM-1):
G) Do not perform work involving heavy equipment within 15 ft (5m) of the edge x) Place at least two applications of paint on new asphalt with temporary traffic
0 of trevelway when work is being performed behind a lane closure on the Step 3: Remove all traffic control devices and signage,
L opposite side of the travelway. patterns which will remain in place over three (3) months. Place additional
applications of paint upon sufficient drying time, as determined by the
m Engineer.
oP
H) Provide traffic control for appropriate lane closures for surveying done by
the Department.
Miscellaneous
iU APPRDV®: ' DATE: I
ooi Y) In the event a tie-in cannot be made in one days time, bring the tie-in area to w„ GENERAL NOTES
`$a an appropriate roadway elevation, as determined by the Engineer, Place ~~KCAta~, AND PHASING
black on orange "Loose Gravel" signs (W8.7) and black on orange rp~ DRESS/q~kia;;
"Pavement Ends" signs (W8.3) 500 ft (150m) and 1000 ft (300m) F sEAI ' = wue NONE
REVISIONS
mDa respectively in advance of the uneven areas. Use drums to delineate SEAL 030519 = GIJ6 01/07
C6j0 the edge of roadway along unpaved areas, ~fkCiN1~,E~~ m CLL
°0E wn,m+ m CLL
uvewm e: MAN P-~,P n TW2 DO

PROJ. REFERENCE NO. SHEET NO.
B-3916
TEMPORARY SHORING NOTES TCP-3
Temporaray Shoring No. 1 Temporaray Shoring No. 3

1. A 1.5:1 (H:V) SLOPE OR FLATTER DAY BE PREFERRED IN LIEU OF I. A 1.5:1 (H:V) SLOPE OR FLATTER MAY BE PREFERRED IN LIEU OF
STATION 19+25 -L-, 40 FT LT, TO STATION 19+65 -L-, 40 FT LT, STATION 21+10 -L-, 40 FT LT, TO STATION 21+35 -L-, 40 FT LT,
AS SHOWN ON THE PLANS. AS SHOWN ON THE PLANS.
2. FOR TEMPORARY SHORING, SEE TEMPORARY SHORING SPECIAL PROVISION. 2. FOR TEMPORARY SHORING, SEE TEMPORARY SHORING SPECIAL PROVISION.
3. DRIVEN PILING FOR TEMPORARY SHORING FROM STATION 19+25 -L-, 3. DRIVEN PILING FOR TEMPORARY SHORING FROM STATION 21+10 -L-,
40 FT LT, TO STATION 19+65 -L-, 40 FT LT, MAY NOT PENETRATE 40 FT LT, TO STATION 21+35 -L-, 40 FT LT, MAY NOT PENETRATE
BELOW ELEVATION 241 FT DUE TO THE PRESENCE OF AN OBSTRUCTION, BELOW ELEVATION 240 FT DUE TO THE PRESENCE OF AN OBSTRUCTION,
VERY DENSE OR HARD SOIL, WEATHERED OR HARD ROCK. SEE VERY DENSE OR HARD SOIL, WEATHERED OR HARD ROCK, SEE
SUBSURFACE INFORMATION FOR ADDITIONAL DETAILS, SUBSURFACE INFORMATION FOR ADDITIONAL DETAILS.
4. FOR CONTRACTOR DESIGNED SHORING, SURVEY THE SHORING LOCATION 4. FOR CONTRACTOR DESIGNED SHORING, SURVEY THE SHORING LOCATION
TO DETERMINE EXISTING ELEVATIONS AND ACTUAL DESIGN HEIGHTS TO DETERMINE EXISTING ELEVATIONS AND ACTUAL DESIGN HEIGHTS
BEFORE BEGINNING DESIGN. BEFORE BEGINNING DESIGN.
5. WHEN USING CONTRACTOR DESIGNED SHORING FROM STATION 19+25 -L-, 5. WHEN USING CONTRACTOR DESIGNED SHORING FROM STATION 21+10 -L-,
40 FT LT, TO STATION 19+65 -L-, 40 FT LT, USE THE FOLLOWING SOIL 40 FT LT, TO STATION 21+35 -L-, 40 FT LT, USE THE FOLLOWING SOIL
PARAMETERS: PARAMETERS:
UNIT WEIGHT OF SOIL ABOVE WATER TABLE, T = 120 PCF UNIT WEIGHT OF SOIL ABOVE WATER TABLE, } = 120 PCF
UNIT WEIGHT OF SOIL BELOW WATER TABLE, T' = 60 PCF UNIT WEIGHT OF SOIL BELOW WATER TABLE, T' = 60 PCF
FRICTION ANGLE,( P- 30' FRICTION ANGLE,QM= 30'
COHESION, c = 0 PSF COHESION, c • 0 PSF
Temporaray Shoring No. 2 Temporaray Shoring No. 4
1, FOR TEMPORARY SHORING, SEE TEMPORARY SHORING SPECIAL PROVISION. 1. FOR TEMPORARY SHORING, SEE TEMPORARY SHORING SPECIAL PROVISION.
i
2, DRIVEN PILING FOR TEMPORARY SHORING FROM STATION 19+25 -L-, 2. DRIVEN PILING FOR TEMPORARY SHORING FROM STATION 20+83 -L-,
30 FT RT, TO STATION 19+50 -L-, 30 FT RT, MAY NOT PENETRATE 30 FT RT, TO STATION 21+45 -L-, 30 FT RT, MAY NOT PENETRATE
BELOW ELEVATION 234 FT DUE TO THE PRESENCE OF AN OBSTRUCTION, BELOW ELEVATION 234 FT DUE TO THE PRESENCE OF AN OBSTRUCTION,
VERY DENSE OR HARD SOIL, WEATHERED OR HARD ROCK. SEE VERY DENSE OR HARD SOIL, WEATHERED OR HARD ROCK, SEE
SUBSURFACE INFORMATION FOR ADDITIONAL DETAILS. SUBSURFACE INFORMATION FOR ADDITIONAL DETAILS.
3. FOR CONTRACTOR DESIGNED SHORING, SURVEY THE SHORING LOCATION 3. FOR CONTRACTOR DESIGNED SHORING, SURVEY THE SHORING LOCATION
TO DETERMINE EXISTING ELEVATIONS AND ACTUAL DESIGN HEIGHTS TO DETERMINE EXISTING ELEVATIONS AND ACTUAL DESIGN HEIGHTS
BEFORE BEGINNING DESIGN. BEFORE BEGINNING DESIGN.
c 4. WHEN USING CONTRACTOR DESIGNED SHORING FROM STATION 19+25 -L-, 4. WHEN USING CONTRACTOR DESIGNED SHORING FROM STATION 19+25 -L-,
30 FT RT, TO STATION 19+50 -L-, 30 FT RT, USE THE FOLLOWING SOIL 30 FT RT, TO STATION 21+45 -L-, 30 FT RT, USE THE FOLLOWING SOIL
a PARAMETERS: PARAMETERS:
o UNIT WEIGHT OF SOIL ABOVE WATER TABLE, 7' = 120 PCF UNIT WEIGHT OF SOIL ABOVE WATER TABLE, T • 120 PCF
* UNIT WEIGHT OF SOIL BELOW WATER TABLE, 7" = 60 PCF UNIT WEIGHT OF SOIL BELOW WATER TABLE, T' = 60 PCF
FRICTION ANGLE,O= 30' FRICTION ANGLE,41= 30•
COHESION, c = 0 PSF COHESION, c = 0 PSF
n
n
U
i k
o
L
J
C
o
U
U
0
L
r
U
W
4-
0
L
E
m
i
m
b
U
0
L.
IL
r
0
0
i
m
F
ON
w
o APP0.0W0 DAM 34L
TEMPORARY SHORING NOTES
Do
NONE REVISIONS
0
Nv° SEAL E 030526 wn 01/07
Wp~ %yO,F'ICINFE~~ owa. rrt CLL a
'7 2 '!~yWOO Lu ma m CLL
wwuv
of c r+e~>s n. MMN e•~ain rt mn.na

PRO). REFERENCE NO. SHEET NO.
B-3916
TCP-4
i
I
~I

i

+ 0
R11-2
48" X 30"
ROAD R11-2
CLOSED ti / 48" X 30"
/ ~oo~ ROAD
' CLOSED
U)
TYPE III BARRICADE(S) -DET- STA 21+78+/- a
~r
TYPE III BARRICADE(S)
0
-DET- STA 13+50+/- 1 DET• STA 20+35+/- I
-DET• STA 10+57+/- 1 I D
J p`p J L• STA 23+44+1• li
h N / INSTALL TEMPORARY I o
CRASH CUSHION
9
a ~ zs' I ~
\ J TYP,
n E ~ •
I
I F
~L_
UAY•YgRINq I - 1 - - I - - 1 ) ~ - ~i ~ 1 .1 I _ 1 _I I I 1 t=j<

01 US 401 _~-_z__T- _
_ US 401
- - - - - - - - - -
MOO.
-T--
-a---_-T--r---~--z----z---r----a---••i----z---r----i---z----z---r----a----~----
4-
r- .~-~,---n----:---r-
-
0
U I /
7
U 1
TO RALEIGH
r 'I
U
W I
0
/
m
01
n
m
m
NEW CONSTRUCTION
U
A
0
a
0 -
INSTALL DRUMS, LANE CLOSURE SIGNING,
AND CMS ACCORDING TO RSD 1101.02,
a SHEET 3 OF 9.
/
m~
o0
}N
APPROVED; DAM -Z-1I O
oN
aj- PHASE I DETAIL
oo"a s~H t?io
?`oQ r t~tpEESSI~~i
SCAM NONE REVISIONS
o n e t~ SEAL
owa SEAL 030528 DAM 01/07
c.
W/o 'y F~CINEt'40~ ovwnl CLL
'v o 4 ~tl~iuu"V, omoe~ n: CLL
0 / v aHewm a: NMM a•3910 To Tc".

4
PROI. REFERENCE NO. SHEET NO. 5
B-3916 1
~ a TCP-5
w +
HN i
STAY
_
x4e" ~ ~Q JO
45 LANE
-1
AIF.M. - R11-2
W13-1 48"X30" ;
24" x 24" 24'X30^ ROAD ROAD
CLOSED CLOSED
•L- STA. 31+95+/. •L- STA. 36+95+/- M4-10R
O O 48"X18"
Otis TYPE III BARRICADES
I q TIE-IN TO EXISTING
MARKINGS AND MARKERS
•L• STA. 26+95+1-
-DET- STA. 23+13+1-
Q ~n J 4
O \ O TEMPORARY SHORING
•L• STA. 17+52+/• of TEMPORARY SHORING d• STA. 21+10+1
-L• STA. 19+25+/- \ TO STA. 21+35+/-, Q
PB TO STA. 19+65+/-, 40' LT •DET- STA. 21+88+/- I m
40' LT
TIE-IN TO EXISTING ` I = /r--
MARKINGS AND MARKERS l u1 H
L- STA. 13+40+/• E / N I r 1 P4
A -L- STA. 23+50+/- I I PD
1 -DET• STA. 21+73+1-
h "11 !
25' I 1 P
~ 12'
Pc
TYP 12' 25'
a
4' M
• • W+
TO UQUAY VARI • • 3 J a
_ to
US 401 US 401.:
_v_-T--r_ Z--Z-_ -
- - - - - - - - - - - -
--y--z- r__r-'i--z-~r--r-~--s--r--+--'•i --+--'+---r-
* 02 TEMPORARY SHORING A i
•L• STA. 14+40+l- 110' -L- STA. 19+25+l- L- STA. 25+75+!• TO RALEIGH
/ 04 TEMPORARY SHORING
o TYF TO STA. 19+50+/-, , at
n 30' RT -L- STA. 20+83+/- -L• STA. 26+50+/.
O TO STA. 21+45+/-,
1n 30' RT
® NEW CONSTRUCTION m
U R
} i
4-
4
L
~ INSTALL SIGNING AND DEVICES FOR ON-SITE DIVERSION AS SHOWN AND,
WHERE APPLICABLE, ACCORDING TO RSD 1101.03, SHEET 3 OF 9.
0 I
- /I
L
L
REFER TO RSD NOS. 1205.01, 1205.02, 1205.04, 1205.05, 1250.01,
m 1251.01, AND 1253.01 FOR THE PLACEMENT OF TEMPORARY PAVEMENT
C3 MARKINGS AND MARKERS, UNLESS OTHERWISE NOTED,
m
_ FOR TEMPORARY SHORING, THE FOLLOWING SOIL PARAMETERS SEE TCP•1 FOR TEMPORARY PAVEMENT MARKING SCHEDULE.
SHALL BE USED:
0
a -DET- L• UNIT WT, OF SOIL ABOVE WATER TABLE, r = 120 PCF
UNIT WT. OF SOIL BELOW WATER TABLE, T'= 60 PCF
FRICTION ANGLE, 0 = 30°
0 12' 12' 40' 30' COHESION C = 0 PSF
i 4
ON ¦ of QUANTITY= 240 SF
APPROVED DATE: 15
LU US 401 NB o2 QUANTITY = 75 5F PHASE II DETAIL
moF o3 QUANTITY = 125 SF tssl
°Ua WING WALL scut
ow P PC PEI G) QUANTITY = 310 SF SEAL c 030.52! an 010/07 REVISIONS
N°° TEMPORARY SHORING +
WOE (SEE TEMPORARY SHORING NOTES ON TCP-3) ~%ti4i 1 1 6 ' °MG°' CLL
4 SECTION A-A a0,,,~M CLL
° R mww m MMM a-sole rc ra4.uex

ffPRJ. REFERENCE NO. SHEET NO. j
B-3916 1
TCP-6

Q o
O -L- STA. 26+95+1.
DETOUR REMOVAL Q I TIE TO EXISTING
MARKINGS AND MARKERS )
TIE TO EXISTING MARKINGS
M ~
PD
J I°~I
PA ! OB
I PG
PA
4 -L- STA. 25+48+/- I OE

US 401

-__T-----
.5~-------------
i
T
1 _T--r-Z--z--r--r-Z--T~ r-- ~ i
I o / -L- STA. 25+72+/. -L- STA. 26+50+1-
0
REMOVE DETOUR PB
mJ
a
m
x
a
PC
n
U
0 Jr
L
C
0
L)
4-
0
0
L
H
0
R-
4
0
L
i
a
n
m
m
N
U
A
a
a
a
F
0
L SEE TCP-1 FOR TEMPORARY PAVEMENT MARKING SCHEDULE.
ID
lf-
OP
+cv
O APPROVED
OATS: i
:-a4~ 4w
n~
„'r ""MA1jIe..PHASE III DETAIL
.`4tSS CPp~Ny
Opa~p`ESSIp
ono $ SEAL NONE REVISIONS
N4-L 030548 Mm 01107 `
maC ••%y~INE,E~{QC,i, avant CLL
U1~ 0 q~' N4111u1M` Des m" n: CLL
_iu RMWFD on MMY cm
ti

ADVANCE WORK ZONE WARNING SIGNING PROI. REFERENCE NO. SHEET NO.
TCP-7
DETAIL A 8.3916

ROAD WORK 48X24" 21.4
*48"X48"
500' CONSTRUCTION 2000' +1
LIMITS

;77 -7

LEGEND
2000' +1 CONSTRUCTION 500' [-STATIONARY SIGN
LIMITS 0 DIRECTION OF TRAFFIC FLOW
END
ROAD D ROAD WORK G20-2a
AHEAD 48 X24"
?4w84 21.4
X48

TAIL B EXIT RAMPS AI L C ENTRANCE RAMPS DETAIL D -Y- LINES
o MAIN ROADWAY WORK ZONE MAIN ROADWAY WORK ZONE
MAIN ROADWAY WORK ZONE
ROAD
* WORK
xa t K IK.:9a 4-4 EHD AHEAD
G20-2a ROAD WORK W21.4
CONSTRUC
a, 48")(24"
IT 48"X48"
500'o
' LIM 500'
v CONSTRUCTION TS 09.Is S00, CONSTRUCTION LIMITS
-Y- LINE
o q t IF LIMITS ARE NEAR RAMP 4 ij~ 'EE 1
~ql yam' TERMINAL SIGNS SHOULD 4 Jj~ilr k 1
cO(F SO BE PLACED NEAR TERMINAL
v a ROAD 500,
500
4- END WORK
O ROAD WORK 20.2a AHEAD TRUCTION ENp
F NOTE: SIGN REQUIRED IF ADVANCE WARNING 4 4" WSJ-4 ROAD LIMITS G20-2a
SI HAVE BEEN PLACED ALONG -Y- LINE *it USE THE " 50 SPEEDING PENALTY" 48 X48" ROAD WORK 48"X24"
T RAMP INTERSECTS. IF CONSTRUCTION SUPP NTAL SIGN ONLY IF AN ORDINANCE : pSo . WORK
w LIMITS ARE AT END OF RAMP, PLACE SIGN EEN ISSUED BY THE REGIONAL TRAFFIC SpEmw. SP-03350 AHEAD
L AT END OF RAMP. NGINEEA. !~tt'48"X30" W21.4 DUAL MOUNT SIGNS ON DIVIDED HIGHWAYS AND
48"X48" INCREASE SIGN SPACING TO 1000'+1-.
/
m
m
GENERAL NOTES
_ m
U
* USE FLUORESCENT ORANGE SHEETING (TYPE VII OR HIGHER) ON ALL ADVANCE WORK ZONE SIGNS.
0
i DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK.
a
SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT, FOR SHORT-TERM DAILY MAINTENANCE TYPE OPERATIONS THIS SIGNING
APPLICATION IS OPTIONAL' MAY USE ONLY APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING APPLICATION IS USED, SIGNS MAY
L BE PORTABLE MOUNTED.
/
m ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED.
Cr
"N
USE 3LB STEEL U-CHANNEL POST OR 4" X 4" WOOD POST FOR ALL WORK ZONE SIGNS. 3LB STEEL U-CHANNEL POSTS MUST MEET THE REQUIREMENTS OF AMOVEItESwd Oat ise
ON STANDARD SPECIFICATION SECTION 1094-1_(B) MAY BE GALVANIZED STEEL, OR MAY BE PAINTED GREEN BY THE POST MANUFACTURER. SQUARE STEEL TUBING ADVANCE WORK ZONE WARNING SIGNS
aU POSTS HAVING EQUIVALENT STRENGTH OF TI„iE LB STEEL U-CHANNEL POST ARE ALSO ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD
oo~ DRAWING 1110.01. PAYMENT FOR WOOD POSTS, 3LB STEEL U-CHANNEL AND SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO uEOM
Qom STANDARD SPECIFICATION WORK ZONE SIGNS SECTION 1110. ;•'i~~otESSl
a WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1110.01. REMOVE ENTIRE POST WHEN REMOVING SIGNS WITH SEAL SEAL ' sc~ NONE REVISIONS
Nav SPLICED POSTS. a ososze ; DAM 8103 03/04
Wog DO NOT BACK BRACE SIGN SUPPORTS. 01107
u O c L "cowl Fn
O/ U wyw*lw By.
ti

FRO.I. REFERENCE NO. SHEEP NO.
b-3916
TCP-8
BARRIER BARRIER
(9) (4) (8) (4) (8}
I ft MIN. j CLEAR i^ 4aMlN. _j CLEAR I~ 2flMIN. Ti
i'~ i i DISTANCE i i i MINIMUM REQUIRED CLEAR DISTANCE, inches GE OF
TOP PAVEMENT 1 i i 1 i i i Barrier Pavement Offset (4) Design Speed, mph
OF WALL A i
i e Type ft <30 31-40 41.50 51-60 61.70 71.80
j PAVEMENT SECTION EDGE OF
PAVEMENT SECTION NEAREE~ST <g 24 26 29 32 36 40 c
A - - - - - - 71 TRAFFIC - - TRAFFIC 8-14 26 28 31 35 38 42
<.I
LANE LANE 14-20 27 29 34 36 39 4
:i kTT1POFSHORING•
REINFORCED
ZONE 20.26 28 31 3 38 40 4
i EDGE OF PAVEMENT Asphalt 26-32 29 32 36 39 42 45
8: BOTTOM OF SHORING 32.38 30 34 38 41 43 46
38-44 31 34 41 43 45 48
B p, 44.50 31 35 4 43 46 4
REiNFOacEt~ENF!,;;:;.':;,;'~ b 50.56 32 36 2 44 47 50
BOTTOM OF BCAVATN)rl
EXISTING I OR EwsnNG GRADE o > 8 32 36 42 45 47 51
FINISHED 11 <8 17 18 2 22 25 6
IN
GRADE ij a 8-14 19 20 23 25 26 29
n 14-20 22 22 24 26 28 31
8
. I
20-26 23 24 2 27 30 4

Concrete 26-32 24 25 2 28 32 35
BOTTOM 32.38 24 26 2 30 33 36
OF WALL BOTTOM OF 38.44 25 26 2 30 34 37
REINFORCED ZONE 44-50 26 26 Z 32 35 7 '
1 39
NOTE: WALL OR SHORING HEIGHT- A- B 50-56 26 26 8 32 35
>S6 26 27 29 32 36 8
w
U
9 00 u
All
FIGURE A
0 0 u Asphalt Offsets (4) 24 for All Design Speeds
4
NOTES
a Concrete
ew m (including
1- REFER TO THE TRAFFIC CONTROL PLANS FOR SHORING LOCATIONS AND SOIL PARAMETERS. R, r° V bride All 12 for All Design Speeds
C o l. appro ch Offsets (4) 2• REFER TO THE "TEMPORARY SHORING" PROJECT SPECIAL PROVISION FOR MORE INFORMATION ABOUT TEMPORARY SHORING, MEASUREMENT e o slabs)
AND PAYMENT. d
3- PROVIDE PORTABLE CONCRETE BARRIER TO PROTECT TEMPORARY SHORING IF SHORING IS LOCATED WITHIN THE CLEAR ZONE AS
DEFINED IN THE AASHTO ROADSIDE DESIGN GUIDE.
4- BASED ON THE CLEAR DISTANCE, OFFSET, DESIGN SPEED AND PAVEMENT TYPE, CHOOSE AN UNANCHORED PCB, ANCHORED PCB OR AN
OREGON BARRIER FROM THE TABLE SHOWN IN FIGURE B. FOR TRAFFIC LANES AND PORTABLE CONCRETE BARRIER LOCATED ABOVE AND
BEHIND TEMPORARY SHORING, THE FOLLOWING ARE DEFINED AS:
CLEAR DISTANCE -HORIZONTAL DISTANCE FROM THE BACK FACE OF THE BARRIER TO THE EDGE OF PAVEMENT AS SHOWN IN _ _ _ OF FURTHEST TRAFFIC LANE
FIGURE A FOR TEMPORARY MSE WALL AND NON-ANCHORED TEMPORARY SHORING.
OFFSET . HORIZONTAL DISTANCE FROM THE FRONT FACE OF THE BARRIER TO CENTERLINE OF THE FURTHEST TRAFFIC LANE AS

SHOWN IN FIGURE B FOR 3 TRAFFIC LANES. OFFSET (4)
5- AT THE CONTRACTOR'S OPTION OR IF THE MINIMUM REQUIRED CLEAR DISTANCE IS NOT AVAILABLE, SET AN UNANCHORED PCB AGAINST
THE TRAFFIC SIDE OF THE SHORING AND DESIGN SHORING FOR TRAFFIC IMPACT OR USE THE "SURCHARGE CASE WITH TRAFFIC IMPACT"
FOR THE STANDARD TEMPORARY SHORING. BARRIER
d
o B- USE NCDOT PORTABLE CONCRETE BARRIER (PCB) IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1170.01 AND SECTION 1170
ZZI
OF THE STANDARD SPECIFICATIONS.
m 7- USE OREGON TALL F-SHAPE CONCRETE BARRIER IN ACCORDANCE WITH DETAIL DRAWING AND SPECIAL PROVISION OBTAINED FROM: FIGURE w
HTTP://WWW.NCDOT.ORG/DDH/PRECONSTRUCT/WZTC/DESRES/ENGLISH/DESRESENG.HTML B
i
B- UNLESS NOTED OTHERWISE ON THE PLANS, SET PORTABLE CONCRETE BARRIER WITH A MINIMUM DISTANCE OF 2 FT BETWEEN THE FRONT
sN FACE OF THE BARRIER AND THE EDGE OF THE NEAREST TRAFFIC LANE AS SHOWN IN FIGURE A.
N
'~N 9- FOR PORTABLE CONCRETE BARRIER ABOVE AND BEHIND TEMPORARY MSE WALLS, PROVIDE A MINIMUM DISTANCE OF 3 FT BETWEEN THE PORTABLE CONCRETE BARRIER AT
~s EDGE OF PAVEMENT AND THE WALL FACE AS SHOWN IN FIGURE A. IF THESE MINIMUM REQUIRED DISTANCES ARE NOT AVAILABLE, CONTACT
?sQ THE ENGINEER. TEMPORARY SNORING LOCATIONS.
=O "~p9Efil
~ 10- TABLE SHOWN IN FIGURE B IS BASED ON NCDOT RESEARCH PROJECT NO. 2005.010 WITH VEHICLE TYPE USED FOR NCHRP 350 CRASH SEW. TOONEE REVISIONS
TESTS. BARRIER DEFLECTIONS AND RESULTING MINIMUM REQUIRED CLEAR DISTANCES MIGHT VARY SIGNIFICANTLY FOR LARGER F o HEAVIER VEHICLES AND WET OR DRY PAVEMENT. 4ry,
oiE m JI

PRO1. REFERENCE NO. SHEET NO.
REFER R NOS. 1205.01, 1205.02, 1205.03, 1205.04, 1205.05, 1250.01, B-3916
PM-01
1251.01, 1261.01, 1262.01, AND 1264.01 FOR THE PLACEMENT OF TEMPORARY
PAVEMENT MARKINGS, MARKERS, AND DELINEATORS UNLESS OTHERWISE NOTED,
-L- STA. 26+95+/-
1 TIE TO EXISTING
l MARKINGS AND MARKERS
•L- STA. 13+40+/-
TIE TO EXISTING MARKINGS J I H I_-
/ I a /
I N I y I TD E
TA TC TA
TA
- ~ TC TB I ~ TG
UB ~
•L- STA. 25+48+/. I TE i
_US =01 I- -I - o - I_ _ _I _ I_ ? _i _ i_ _L _I - I- - _I .I 4
- - I - I 4I y

T-rr--r--i--z--r--r-z---r-------------r--i---a-- - ~i
I o / -L- STA. 25+72+/. -L- STA. 26+50+/-
° r
TB -L- STA. 19+50+/. nri 1 •L• STA. 21+21+/-
END TA TC TB m I END CA CC C8
BEGIN CA CC CB I BEGIN TA TC TB
c
P
D
O
a
a
FINAL PAVEMENT MARKING SCHEDULE
10
m
? FINAL PAY ITEM QUANITY
C13 SYMBOL DESCRIPTION PAVEMENT MARKINGS BREAKDOWN TOTAL QUANTITY
11
THERMOPLASTIC (4", 90 MIL)
/ TA WHITE EDGELINE 1,355 L.F.
O TB YELLOW EDGELINE 1,355 L.F.
L
TOTAL 2,710 L.F.
0
THERMOPLASTIC (4", 120 MIL)
o TC 10 FT. WHITE SKIP 339 L.F.
L TO 2 FT. WHITE MINISKIP 14 L.F.
TE WHITE SOLID LANE LINE 45 L.F.
4- TG 2 FT. YELLOW MINISKIP 10 L.F.
° TOTAL 408 L.F.
L
I-
THERMOPLASTIC PAVEMENT MARKING SYMBOLS (90 MIL)
m
m UB RIGHT TURN ARROW 1 EA.
r m TOTAL 1 EA.
m COLD APPLIED PLASTIC - TYPE 3 (4")
o CA WHITE EDGELINE 171 L.F.
a CB YELLOW EDGELINE 171 L.F.
CC 10 FT. WHITE SKIP 43 L.F.
a TOTAL 385 L.F.
L
a MARKERS
SNOWPLOWABLE RAISED PAVEMENT MARKERS
tN MF CRYSTAL & RED 17 EA.
Nt°v
ON TOTAL 17 EA. APPROYl1) DALE I
aj-
FINAL PAVEMENT MARKING
oos A1o! PLAN AND SCHEDULE
oa .•``p1ESS Iq~~i `
L SCAM
NDa SEAL E `~SEALB~ 7 0 NONE REVISIONS
01/07 .10 4A*l t.
m/L
how ~ ~INEE oro CLL
oio'WuuM1Er oan+m CLL II
carom m MMM
ti

rtm can rmmcx arrnan w ~ >mxy torn '
STATE OF NORTH CAROLINA c. B•3916 EC-1
rtan nm.x. ryramxo

DIVISION OF HIGHWAYS

' I
PLAN FOR PROPOSED

HIGHWAY EROSION CONTROL EROSION AND SEDIMENT CONTROL MEASURES
• adz
Llntttiafiatt Sy.kal
Streaml,.ak R.1.r.et.tio--------------------------
16M.03 Temporary Silt Ditch
WA" COUNTY n. I
V 1630.05 Temporaq Direnian......_........._......... n _
1605.01 Tempe ...y Silt Fence_-------------------
1606.01 Sp«i.l Sediment central Fee-
1622.01 Temporary Bermr..I Slope Drains------------------ I- -
LOCATION: ON US SOUTHBOUND 401 OVER 1630.01 Rirr Baein _
MIDDLE CREEK 1630.02 Silt Buis Type B
16EEA1 Tempoery R«k Si1tCk«k Typo•A...... .
TYPE OF WORK GRADING, PAVING, DRAM GE AND 16U.01 T Teemporary Rack SeJCh«k Typo B_.......
Temporary R« k S rirent Dam Typo------------
STRUCTURE 16E102 Temporary Rack Sediment Dam Trpo fl_~
1635.01 R«k Pipe Inlet Selimeat Trap Type•A.._.........-
1635.02 R«k Pipe Inlet S4iae.at Trap Type-B------ U
1630.01 Stilling B.ein-------------------
Rock Inlet Sediment Trap:
1632.01 Type A-------------------------------------------- AD
® 1632.02 Type B B13
WCAN LPOI.TA,~~1+4 iPaO 3916 _ 1 I I 16U.03 Taw C.......---._.._ C®
ST A. .0 o 1
Skimmer B.ain
w ` 113 Tiered Skimmer Basin ..................-----•-rr:
lia THIS PROJECT CONTAINS
MD ,note _ EROSION CONTROL PLANS
on BROGE m I m- M.17.60-00 FOR CLEARING AND E
4 I GRUBBING PHASEOF
CONSTRUCTION.
THIS PROJECT HAS
m euneSENSITIVE WATERSHED
-JB.-3916 BM DESIGNED TO
STANDARDS.

-L RA II.SO.m U END TIP PROJP
OT STA. 26+9532
_ P
ENVIRONMENTALLY
Nout sotlnlEgN g SENSITIVE AREA(S) EXIST
OAD ON THIS PROJECT
L Rata To E. G Special Prou mu
I- SPe dd Cmuidaatiot-
GRAPHIC SCALE ROADSIDE ENVDRONMENTAL UNIT
DIVISION OF MGRWAYS
STATE OF NORTH CAROLINA Roadway ~ Dnomgt i '
p The foBooiog ro.dwq ~ --drdt r appear m "Radom Standard Dnologa"- Roaderm Deign 1
Odt • N. G Dcpar m dTr_Woet as - Raleigh, N. C, dyed July 18. 2006 and the lamt
Prepcrd In the Office of. rr amt thrum we appic" to this proim ad by rdaemte bue6y am aoridmed a pert d
pbra
PLANS
dome
ROADSIDE ENVIRONMENTAL UNIT
o
J South Wilmington St.
o Y~Ctt~ 605.01 Temporary 1630.06 Sp." SOW Bay
uu 1
Raleigh, NC 17611 9r7tFeooe
16
1607.01 Gmd Conrtroctim Eeaaxe 31.03 Rod hdm Sr~t Trap Type C
m E PROFILE (HORIZONTAL) 2006 STANDARD SPECIFICATIONS 1622.01 rempwry Bern aed slope Dnem 1633.01 Teorpamy Reap Silt Cheep Type A
o Q 1630.05 Temporary Diversion
o iw
R~ PROFILE (VERTICAL)
6n
on~

PROJECT REFERENCE NO. SHUT NO.
8-3916 EC-2
kw SHM NO..
ROADWAY DESIGN NYDMUUa
ENGINM mclom R
COIR FIBER BAFFLE DETAIL

DRAPE BAFFLE MATERIAL OVER WIRE STRAND INSTALL T-POST TO ANCHOR
AND SECURE WITH PLASTIC TIES AT POSTS BAFFLE TO SIDE OF BASIN AND
AND ON WIRE EVERY 1211 SECURE TO VERTICAL POST

. 4' MAX. ?

8 GAUGE MIN WIRE '
fill 1.1111
STRAND SHALL BE
SECURED TO POST 3r
TO SUPPORT BAFFLE
-L "A I I
MATERIAL
VARIABLE DEPTH
wmggff

SECURE BOTTOM OF BAFFLE

BAFFLE MATERIAL TO GROUND WITH 12" STAPLES
AT 12" MAXIMUM SPACING BAFFLE MATERIAL

11 GAUGE
LANDSCAPE
STAPLE

-
12 I I--III-I I _ _
r1l - F11
NOTE; INSTALL THREE(3) COIR FIBER - -i I III
BAFFLES IN SILT BASINS AT DRAINAGE 'STEEL POST - 2'-O" DEPTH
OUTLETS WITH A SPACING OF 1/4 THE
BASIN LENGTH. TWO(2) COIR FIBER
BAFFLES CAN BE INSTALLED IN SILT

BASINS LESS THAN 20 FT. IN LENGTH BAFFLE MATERIAL SHALL BE SECURED
WITH A SPACING OF 1/3 THE BASIN TO THE BOTTOM AND SIDES OF BASIN
LENGTH. USING 12" LANDSCAPE STAPLES

PROIEQ REfECQ.CE NJ. SMEti NU.
8-3916 EC-2A
R
MW SHUT NO.
ROADWAY DeRrW MYDRAUua
SKIMMER BASIN WITH BAFFLES DETAIL E
ENGINEFl ENGINEER

• EARTH DIKE
STEEL POSTS(QUANTITY VAR.)
FILTER FABRIC

9'(MIN.)

2" x2" (nominal)
6'(M I N.) WOODEN STARE
W 1n

1-2
14W A X.I
12.24"

COIR FIBER MAT
TEMPORARY SILT DITCH/ nO sTEEC
TEMPORARY DIVERSION REINFORCEMENT BAIT
a"
21rMTNl 1'fMINJ
IA1I£MR BEN
l/3W 4
lMIN.)
IE W
EMERGENCY SPILLWAY SKIMMER(SIZE VAR,) 24"
L = 3W MIN,
3/4L
1/2L COIR FIBER MAT 1" (nominal)
STAPLE
1/4L 1^
3:1(MAX.)
1'(MIN) 12^
3/
_ COIR FIBER MAT
- AN HOR POTIONS
1'(MIN)
NATURAL GROUND
2f LEVEL
COIR FIBER BAFFLE UNCLASSIFIED EARTH
MATERIAL
1.5:1(MAX.)
STEEL POSTS

PROJECT REFERENCE NO. SHEET N0.
B-3916 EC-3
DIVISION OF HIGHWAYS ROA WAY DES" NYORAUIJCS
ENCAN E FJ'1GMFJ:It
STATE OF NORTH CAROLINA

SOIL STAEILI ATION SUMMARY SHEET

MATTING FOR EROSION CONTROL MATTING FOR EROSION CONTROL

CONST LINE FROM TO SIDE ESTIMATE (SY) CONST LINE FROM TO SIDE ESTIMATE (SY)
SHEET NO. STATION STATION SHEET NO. STATION STATION
4A - OETOUK - 13+60 15+25 Lr 440

4 -L- 13+50 19+00 LT 1270

5U TOTAL 1710
M 160E1UNti 6 MA11 I N& f9 bti I WA U9 A5 01 M1 E0 by 1NE NG I NW 760

TOTAL 2490
5AY 2500

i

I

y~g1f'21 PROJECT 6EFERENCE NO. SHEET NO.
CLEARING AND GRUBBING INSTALL FILTER FABRIC UNDER NOTE: B-3916 EC-A/CONSTAA
EROSION CONTROL FOR TEMPORARY ROCK SILT CHECK(S) UTILIZE SPECIAL STILLING BASIN WHERE APPLICABLE RM' S"EET NO.
CONSTRUCTION SHEET 4A TYPE A IN PERMITTED WETLANDS. ROADWAY DESIGN HYDRAOUCS
ENGINEER ENGINEER
NOTE:
PLACE TEMPORARY ROCK SILT CHECKS TYPE - A AT = _ P
DRAINAGE OUTLETS. 75 x 25 x 3
2.5 inch Skimmer
~V 1 with 2.25 inch d
Orifice Diameter o
I r 1 8' weir N
p / ID 4.1 Detour L
K I I I
I 7
CAROLINA POWE LIGH M ANY
OB 5610 PG 105
(\/}(~j\~~\/\J K PB 1997 P6' 5Y2
\i In I I ~ i
r I
K I
H Jy, K ~ I r ~ i
°j F~ 49r$ .9Y' " < • A7-- stc. I +59 I `~0 a aj~ 6
w 59101 II 1
Q B7p J LI EXISTING ROADSIDE CHANNEL P
I 'a wfrH O hJl~s, N° D WID AM C 7 ' w` .tom m f IORT 0 .LACEYENT" OF DETOURDFLL~ FABRIC I N \
?s"°rE 6/N DETWR Ds AJl +00 JJD BRIWE q
O S 9 19. yam ROODS -L- END DETOUR
15
.4LT H CL'BRIP RAP STA21+3252 -DET- = y
154 L z aT a srz TONS
D - a +9 2 -
/ Du8 1165 E PG G 2297 YOUNG SEE ESL Esr.7SY.FF STA25+1577 -L-
66 e , ~6-~DET- Sfa
BASE DITCH 8+2498 RD' LT
1 ~ s z A! CUf ~ D I
h ,
a 8 A e s s L A p -D Er- a. 13+50 400 7 PRC -DET- St 96 T
_ IOrH
-L- St .53+ = DET-
TN TO
RW'N i "CEO _ 5'U. _
t+rsr~.4 I ~ ~ ~ E
r
'o CrA I r, TE
CPS
NIS \ L1tM Q - RL/Nlr -
_ ro
V!/CL rkff.1,fZAA1J#&P RAP
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a A(ti70-_---
-
-

~'N I I [g5I1( Rif \ Md Tall +
/-x ~x I o +
0-4 I I 1 1
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Ip o - - - _
FSS S/
GRVL „ W . s - sses
I -
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m
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sl
2 DET
ROE RT E.8 F e b uuT 3
2. FALSE SUA6PM S
r r yu I
JACK W.NOLES ,L T .I 9 ,a LATERAL BASE DITCH yedfon Ditch x II 11
OB 2 84 PG 288 (Not to Scale) 2Ft
-_zOI -•la Gam"
_ - - I m 2a
PS 185 PG 1085 swo.= a -3 DIC +94. - 1 11
PT G.11+5251 R.M. TH SR. ET A ° r tl v ` 9L (Not to Soo 1 L STA. I N
' IS yTl F.L. HOG R ' yin. D a LO Ft S=Dlicn SbDa Pr°p°ae° Dlich 1
s 08 6276 G 6 PGL 8 • 2.0 Ft 7T.52' RT.
PB 1981 G I I EST. 243 CY DOE D = 5.0 Ft 5 YED ' +1
i
1111 +
13+60 5
DETAIL E
N2s -20• N LATERAL BASE DITCH
E I I' (Not t0 Scale)
i i DAV . CD AN, ET AL
OB P Notur°I mt~d
ym.0 = 1.0 Ft
Sal u 8=SOFt
EST. 59 CY DDE
vary 1118 Dase width at the en0 to 10'
v Jam- I
zzz"-,~~ '--tom-~+ S • OLWOY. 1 v-
n DETAIL A
SPECIAL CUT BASE DITCH
9 (Not to Sc01e1
e
~i,, r Fr°nt
/ I ~ r l 3. f Ditch 1 1
- Ground r D qd tsor 61ope ~ l
PGL 8 Min. D = I_O Ft
8 Ft
-DEr- 9+60 to 3 LT
ENVIRONMENTALLY SENSITIVE AREA
SEE PROJECT SPECIAL PROVISIONS

Sp2n2 PROJECT REFERENCE N0. SHEET NO.
CLEARING AND GRUBBING 8-3916 EC-SKONST.4
EROSION CONTROL FOR
NOTE: CONSTRUCTION SHEET 4 RAN SHEET NO.
UTILIZE SPECIAL STILLING BASIN WHERE APPLICABLE. ROADWAY DESIGN HYDRAULICS
EN NSA ENGINEER
NOTE:
PLACE TEMPORARY ROCK SILT CHECKS TYPE - A AT i
plp DRAINAGE OUTLETS.
i
INSTALL FILTER FABRIC UNDER
BD X 26 X 3 TEMPORARY ROCK SILT CHECK(S)
2.5 inch Skimmer TYPE A IN PERMITTED WETLANDS.
/ with 2.375 inch
Orifice e Diameter / i I \ r
9 ft. weir
ID 4.1 Final CAROLINA PDWER 8 L
tt OB I
+ A\ PB 1993 PG 507 r
• /~S9J'~P ~ 419~Jd>a - UPON COMPLErOM OF
1 Q ro IMPROVEMENTS REMOVE DETOUR x
q WI IdM . CA d I Fl11 AND GED- ABRIC AND I \ F
n i
J,
7 3Y18 T / i
N D m
I
3 REESTA9USR XSI AG \
JV I
7502'E ME ~ s~ , / A'RAGE Pa1RN5
.350 dNS RIP RMT wooDi I ~ m
$ -5 NIS
1 _ _ E EMF ISd Rs
DURWOOD EMP YOUNG BEGIN PROJECT -39f6 SPECIAf. aff BASE DITCH - - + E 7 ca 5 A' ARMOR PLATI -DET- ?1+3252 N _ - a +9 2 2Q'ESr
I DB 1165 PG 2297 n DETAIL a E r! R ~ a~ 2 c ,
l POC -L- Sta.l + Eke E L Sfa +24 -L- P5+f5771
a ~R p
- 1 + 4 F sr2 tIM/R ~,r TT PLO -DET- St 96 j
RC DET -
DET
-L- St {I3+ _ TEAT. E Dray
SEE NCB + - @ _ 1
A&'4oHFD EST. OM ! y
O tl _ 5'CT £57.7 F. RI AP
TON
Rre i asC O Ji7' E -f _
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END.,
~ Ap
C
Issue /1•
` dr F _ 4°n E . tiRS NU REMUVf EXISTIASWARl1RMC 401100 - N I7'22'32dE - S& US 401
-
TAPER EXISTAG
J I • .735 Sy. RYPJ FS; = - ~ N SRM Bf6W JO1EA(N 70 RAf~G.'L
CONSTRUCT ZN^!1• REiKVF ExisnNo N 15'SAtXPIr STEEL PIPE I STAP5+75
rqe~ Gf. • - i - O BEGIN SBG H5 W TRENCRIESS- N& US KY
[.nirs e
~ A , 'vQr 1
I I oR
1
I x ~ + I
pP„IP //rr rss , CvSrrq sn RETAIN
1 S~r r rss EST.18 r -J
r ,APP ACH S m sr.~r•. (f/ I
PLA R - ss R
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1 i 'Po j 1 1 SSiliqu x li-1
IIIIIILLLLLL END ROA
ROgtRT E.8 Ir ,'•~+7 Q 7 2 7 1 1 +92 x II i
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+ + W. NOLES _ 3 ' T C'M5 1
DB 2 84 PG 288
' P8 185 PG IDES Mn s -3 MC 21+94. . 'i,
PT 0. 7+525( R.M. TH SR. ET 0. + $TA.
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u7L us Fl62.76 HOG R r 77.52' RT.
G 6
DB
PB 1981 G I
. ~ woep$ -
DETAIL B DETAIL FSM ~e DETAIL C
N'$JJ N I LATERAL BASE DITCH FALSE SUA1P 8,i5~ PROPOSED OUTLET CHANNEL
Median itch
E + I Not to Scale)
2 2F ( Not to Scale)
Slop. W
0
l MIn.O = L0 Ft J (Not to Soale) a
PCL. B . Ft Sroltch Slope Proposed Ditch D
o = 5.0 Ft -L- 21+65 MED Filter
EX Cl- Fabric
~ c-L- 17+00 to 19+20 LT
5112,20, DETAIL D W =Var. 2.7 ft. to 5.5
N26-,25,E RIP RAP AT EMBANKMENT D :Var. 1.2 ft. to 1.5 f ,
Iibt U SpaW
r
Type of Liner = CL.'r ' l '
/
DETAIL 01+.h 7 r L- 22+75 to 23+2
SPECIAL CUT BASE DITCH o-oa _-J
(Not to Scale)
Front Est. 5 iar4 r
Dl sl '
Groun p F`a; ope
aF Slope / iroe of user . cu51 R'RIP RAP I
-L- 23+00 LT.
Pct Mla D s 1-0 Ft
g s 2.0 Ft -L- 13+50 to 17+00 LT
® PSRM -PERMANENT SOIL
REINFORCED MATTING
ENVIRONMENTALLY SENSITIVE AREA GTD - GRADE TO DRAIN
SEE PROJECT SPECIAL PROVISIONS

PR09ECT REFERENCE NO. SHEET 140.
INSTALL FILTER FABRIC UNDER NOTE: B-3916 EC-6'CONST.4A
~ SNEET ~
TEMPORARY ROCK SILT CHECK(S) UTILIZE SPECIAL STILLING BASIN WHERE APPLICABLE.
TYPE A IN PERMITTED WETLANDS. f ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINER
75 x25 x3
2.5 inch Skimmer fA
with 2.25 inch 0
Orifice Diameter
8' h. weir J
O / ID 4.1 Detour I O
J
- W,1 P - - CAROLINA POW5R & LIGHT COMPANY N
DB PC 105
k ' N PB 1993 PG 502
sy P~. ti r5 6,n
a / D' h,~s?99. P, P'T -DET-- Sto. I +5 5! m R1 M°-0ti23°~. - ~gg
6? m N953'f9'E b 4
LINE EXISTING ROADSIDE CHANNEL
WILLIAM L. CARTER ' B a
FROM TB TO 7B WITH SOIL STABILIZATION FABRIC F h
A37 •J7• DB 3128 PG 47 B DGE m a PRIOR TO PLACEMENT OF DETOUR FILL R.
~50PE = BEGIN DETOUR woods -DET S A +OaX END BRIDGE WOODS
l` \ STA12+19.40 -DET -
to PREFORMED O9r STA /7+60 '00 END DETOUR y J_
STA16+09J3 -L- sHEE> 2 B m
, _
~ C 'B RIP RAP - -5-
15 DuRwDOO KEMP rcuNC W .4 LT zLAr.s ATCN } E ° r CREEK `ES7.2 roes $~TQ 5++t5T7 ZrT St, 26+95J2 23'B"
/ I + SEE AIL B EST.7 S.Y.F.F.
08 11653 PC 2297 ;
PC -DET- Sta.18+2498 !IA LT ET- *7295
/ 2 SPECIAL CUT BASE DITCH n u
•
I n ELK " SEE DETAIL A PRC -DET- Stc. 13+5024 -DET- PRC -D Er- Sta 2+68 AT H I~
JAB
TO
PC - to. 10 , "srOmG En i - T H [ 7
175' LT. F I E '7 RIP RA
b IX
EST. 7 TONS
T.5SY.FF
ES
o N, I R C E TFY ~ ^ E al TEMP.
C J50 F `
re I rPs P Y RYPJ
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f _ REYO'E - - CLIfRIP RAP ~ 'c ~I } C1.11RIP RA^
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m S'

O GWL rss I da ti rss rss _ ss
it PLANTER ,.I 0 1S rss S PUMP
fiANDSCAPE
TIM6ERSI DETAIL FSM «e o, STATION X WOODS
ROBERT E. b , BL-2 IN DETAIL B FALSE SUMP B3 J '
A
AT RA SE DITCH
S Q L E L B Median Ditch
JACKIE W. NOLES L- STA. 19 9.3iN
a T3.3A' RT. n , (Not to Scale) 70 2Ft
DB 2984 PG 285 a qoa ,u _
PS 585 PG 1085 - I m^ slope
1 11 MTL s i owa J az 3 b BL-7 PNC 21+94.87
PrsrG. n+5251 R.M. SMITH SR. ET AL Not to Scale 1 -L- STA. 26+02.01
I '
IS MT1 EUS b F,L. HOGAN SR. in. D = LO Ft s=Dftce Sooe Prapoes0 mton 77.52' RT. I"
DB 6276 PC 66 '
J T T PGL B = 2 00 Ft -DET- 19+15 YEO
PB 1981 PC 181 I , EST. 243 CY DDE D = 5.0 Ft
X A
Woods -DET- 13t60 to 15+25 LT woods
_37.29 N DETAIL E
N2nt'2o•C m I N
LATERAL BASE DITCH
EIP I i r A m (Not to Scale)
m
n
DAVID R. COCKMAN, ET AL
I
DB 3331 PG 334 Na*i
I ~ olyd .r D Crwq I
1
win! D=I. R I
FOLK flE s 8 = 5_O Ft
EST. 59 Cr DOE
-I' SIZ•2°' vary the base wIdth of the and to 10'
- - RR TR N26'96'1SE i
- - _f•Tr[E -DET- 21+27 M 21+6! LT
,
_ SLOPE • 04GO07
DETAIL A
SPECIAL CUT BASE DITCH xoR OLK
(Not to Scale)\
t r I Front
GrounO Ji D 4`p4tet Slope
PGL B Min. D : 1_0 Ft
8 : _ QFt
-DET- 9+60 to /3+60 LT
DE R

Sp212'4~ PROJECT REFERENCE NO. SHEET NO.
B-3916 Ec-7corisr.A
NOTE: RAIN SHEET 140.
UTILIZE SPECIAL STILLING BASIN WHERE APPLICABLE ROADWAY DESIGN HYDRAULICS
ENGYIFER ENGINEER
r>~
/ i INSTALL FILTER FABRIC UNDER
80 x 26 x 3 TEMPORARY ROCK SILT CHECK(S)
2.5 inch Skimmer TYPE A IN PERMITTED WETLANDS.
with 2.375 inch
0 Orifice Diameter f
9 ft. weir
. ~1 ID A.1 Final CAROLINA POWER 8 LIGHT CODPANi/
DB 5610 PG 10.5 /
PB 1993 PG 502. /
/ 9g2o9EM N9p5j94 °"m 7A'1\`\ FJ. -DET- SAL /5 w \ 5 SB of " X119 E1gE 0 UPON COMPLET70N OF t- LINE 2
I O ^ m WILLIAM L. CARTER _ p I IMPROVEMENTS. REMOVE DETOUR I a
.JAI. o DB 3128 PC 47 _ r FILL AND GEO- VBPoC AND \ s.
NJ17s-ozi r" PREFORYEL~ US~UI~ t P and N rl DRNNMXPAI RNS /J I ro
\ O *0-1 D-5' CW~5'
O .350 TNS. C611 RIP RAP I WOODS I v
/
, E AIL 2-B .420 ST'.fILTER FABRIQ /
' DURw000 KEMP YOUNG Z SPECIAL CUT BASE DITCH _ 350 TNS.CLNRIP RAP t cR W EMB 275 NSNY YROUASTTAT ARMOR 6+g5J2 K 1.5.4 - 11 pE7- 2/+3252 # / NDI }?JEC u
- + E ,420 SY.FILTER FABRIC S AL'~2-C i ` - St0 2 -
l I OB 11653 PG 2297 BEGIN PROJECT -3916 h SEE DETAIL A -7~
/ ET_ fit295
S POC L- Sfo.I + Ir-f H EMBANKMENT f 1 PC -DEL* Sfa.18+29 -Pi O 25+1577
' BLA a PRC - - 13+50, E 2-C DETSUR l .P&6 -DET- Ste 20+6896 1 ~r
1 r.. -L- Sf ,}3+ ZLAT. BASE D.4CH E E E - \ -
r N
/ / t70 r DET 1
PC IO sr SEE ALB CL'B RIP AM E
ni.- EX.
A'ooA¢o ESr.2 TONS BEGI- - ° - - /
STT.7TONS
1 E CLY NP RAP
c'W'N I 75'LT. EST.7SYFJC &75' CI TfMI ; ZI - Q
NG
EST.7 TONS
D . o E /'•1 R SObI' E U. N N - - - - fOP DETOURI-MMIEOW EX.R1W 71
ES17.15 SYFf.
v
MF1VA'R'
2q' .
-
K4pa IIOV tAtrWCAn TE . CONC-
7D ~NA= $ RETAIN i TEYP.CA71 r ro
IS /
-
i:rr
3, 8 t ! ro
a 6~
1 ~:I - - p -SSG
oa , aW
a °d a a m REMVE EXISFAG GUARDRAN. 40- N fP 22' 3'2.(7 F 59( US 401
N 'ar OS ai I F - I - -
- Y_3550
z
0
_ Nv-25 .37
REMOVE b _ -A+4 - T EX6TING
E .335 SY. QOYSTRUIT 2p 6m O RYPJ 1 1 977 FSY PL¢i ~ P BEGIN JO/ERW TO RAEIGR
iyr REAWE f.l'6T1AO Oj END ' S 1I RIP RAW I MOVE B£C!N SBG H5 195M0.7TH STEEL ! y + STA25+75 t-
N ,Yg, AY
kA,e r1'. T~_ (XJARCRAN. &TRENC -
, ITEM! / z"' - - -
r 4
r r -s
rm AETkN ~ AN e ~''0 reN REraN B N BR DGE
W co re N
Er Tf~ kErax E rem
-~~cL 'r RIP R,w
Esr.19 roes x
SII
• APPROACH SLAB ° u _ " 0~\ ti ns ESL30 SYFf. rss u
PLANIER~ Y Aid , rss I~I
ANbSCAPE m END APPROACH SLAB ss PWP
Gw,4:,.~--••_I TWIBERSI BL-2 PRJC 19A32. i0 su7ax' Wooos
ROBERT E.& - END BODGE -L- STA.21+45.00 ° i ° i
JACKIE W. NOLES °i -L- STA. 19t 9.361 --LT
DB 2984 PG 288 _J dN I 1 73.34'RT. I ' p Lr '/12J+2f,0Q
PB 1985 PG 1085 I I 6'
A j
4rL BL-3 PING 21 201
is 7 =
S PTS}0.+5251 R.M. SMITH sA, ET AL -L- STA. 26+0 2.a
AN SR. ' fO 24. T~'
UTL BUS & F.L.76 HOG PC 66
r+ i 77.52'RT.
7.
. DB 62
J I
' PS 1981 PG 181
. . 11 I I. 1
. . . Waaos WOODS
;
gsT29, , , DETAIL B DETAIL FSM DETAIL C
LATERAL BASE DITCH FALSE SUMP o' B PROPOSED OUTLET CHANNEL
UP ro ^ (Not to Scale) Medan Blron 2Ft 4 Not to Scale)
P m m 2Oy
I SbpW
X
I 3~ t Not tq Scde 1
tnn o = I.0 Ft
1' PGL 3 Ft S+Oltah Sbpa Pfoppesa OHM D
°u HE M R b =-5.0 Ft -L- 21+65 MED Filter
E% CL Fabric
17+00 to 19+20 LT DETAIL D W = Var. 2.7 ft. to 5.5
f
,qR rRESrrE N26'~.25,E RIP RAP AT EMBANKMENT D = Vor. L2 ft. to L5
Not to Scole)
1
Type of Liner = CL. 'I'
DETAIL A DItch -L- 22+75 to 23+
SPECIAL CUT BASE DITCH
N0RF
(Not to Scale) ~R.
Eet. 5 To-
Front
J plod
Gro,xM ! p fa yef Slope Type of LNSr .CLASS R'Ap RAP
PGL -L- 23+00 LT.
Min. D = 1-0 Ft
B = 2-.Q Ft
-L- 13+50 to 17+00 LT
® PSRM - PERMANEI7T SOIL
REINFORCED MATTING
GTO - GRADE TO DRAIN

PROIECr REFRENCE NO. SHEF NO.
B-3916 RF-1
RAY SHEET NO.
ROADWAY DESIGN HYDILAUUCS
ENGINEER ENGINEER
PLANTING DETAILS

SEEDLING / LINER BAREROOT PLANTING DETAIL

REFORESTATION

HEALING IN DIBBLE PLANTING METHOD
USING THE ItBC PLANTING BAR
L t..,ocatete Tit hedinIi4n site in , shad,. well ~ TREE REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FP. ON CENTER, RANDOM SPAC NG,
protected am
2. Emrme a ad bottom bomb AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE.
12 inches deep and provide drainsge.
2 inch
li

L Insert phmtW bar 1. Remove planting bar 3. Imat p6or;nd bar
as shown and pull handle and place seedling at planter
tow- planter. cm. depth
3. RankM the teach wish 2 inches wed
rotted sawdost. Place a 2 inch Wer of
well rotted sawdust at a sloping ao&
at one end of tee ttm&
i
REFORESTATION
MWURB, TYPE, SIZE, AND FURNISH SHAD CONFORM TO THE FOLLOWING:

25% BETUTA NIGRA RIVER BIRCH 12 in -18 in BR
4. Plane a ®Oe lqa of plants 25% QUERCUS NIGRA WATER OAR 12 in -18 in BR
agamt the doping end so that
the root OOOr is at ground Inc. 4. Pull ban& ofbar $ .Push handle forward 6. Leans aompactiun
towar p a sea„top hole open. Water 25% FRAXINUS PENNSYLVANICA GREEN ASH 12 in -18 in BR
soil at bottom. thoraw*-
25% LIRIODENDRON TULIPIFERA TULIP POPLAR 12 in -18 in BR
I
i
PLANTING NOTES:
PlANIING HAG
During plan" redr"
shall be kept in a moist
canvas canvas bag or emulr
5. Place a 2 inch lays of weR rotted containa to prevent the
sawdust era the roots maktaiaw root systems Gam dr mg.
e doping angle.
A
RRC PLANTING BAR
Planting bar 86H have a
blade with a nianpdr
dos section, and shell
be 12 inches bong,
4 inches wide and
1 inch thick at venter.
Repeat dplants h"` REFORESTATION DETAIL SHEET I'
sa necessary and wuet thwougWq, ROOT PRUNING
AN seedCmp shall be soot
Pn~dr if necrass'y, an teat
un boob estand more than N.C.D.O.T.• ROADSIDE ENVIRONMENTAL UNIT
10 inches below the
root ro0ar.

TIP N0. SHEET NO.
8-3916 SIGN-1

10 STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION

M

SIGNING PLAN- S ~G

WAKE COUNTY

LOCATION: BRIDGE NO. 63 AND APPROACHES ON US 401 OVER MIDDLE CREEK
BEGIN STATE SIGNING PROJECT
B-3916 -L- POT STA. 13+40.00

r

END BRIDGE
BEGIN BRIDGE -DET-STA. 17+60.00
-DET- STA.16+00.
rt DETOUR rt DETOUR
_ US 401 \ -Lr
N

• • PTO FUQUAY-YgTO~ -
• 4 E- TO RALEIGIL
0 ' W :EN D BRIDGE
BEGIN BRIDGE / w -L- STA 21+21.00
-L- STA. 19+50.00 II! u
END STATE SIGNING PROJECT
F B-3916 -L- POT STA. 26+95.12

NORFOLK SOUTIIE~
V RAILROAD y==-~__

SUMMAIRY OF QUANTITIES
ITEM NO.
DESC. SECT, ITEM DESCRIPTION OURNTITY UNIT INDEX
PLAN PREPARED BY; N.C.D.O.T. SIGNING SECTION SEAL NO. NO.
I 07 4025000000 901 CONTRACTOR FURNISHED, TYPE DSIGN 13.30 S. F.
CAR 4025000000 901 CONTRACTOR FURNISHED, TYPE E SIGN 26 S. F. Qt~!•~.. SHEET NO. DESCRIPTION
O R. W. RING P.E. SIGNING ENGINEER =04Q~FE691p~1 4072000000 903 SUPPORTS, 3-LB STEEL U-CHANNEL . 136 L. F.
A. I,AIQUDWAH,P.E, = SEAL 4098000000 904 SIGN ERECTION, TYPE D 2 EA.
SIGNING PROJECT ENGINEER 028367) 1 TITLE SHEET
4102000000 804 SIGN ERECTION, TYPE E 4 EA.
V A A EATON X91 r SIGNING PROJECT DESIGN ENGINEER 4116100000 904 SIGN ERECTION, RELOCATE SIGN TYPE D 1 EA.
2 SIGN DESIGNS
4155000000 907 DISPOSAL OF SIGN SYSTEM, V•CHANNEL 8 FA.
R. R.AENNEIN SIGNING DESIGNER 4158000000 907 DISPOSAL OF SIGN SYSTEM, wOOD 1 EA. 3, TYPE "E" SIGNS
ROADWAY STANDARD DRAWINGS
APPLICABLE TO THESE SIGNING PLANS 4 EXISTING/PROPOSED ROADWAY
904.10 904.50

TIP NO. SHEET N0.
B-3916 SIGN-2

r1YNY M 16 1I L vw xhIY" r-
~ ® 610 V~1 1 I ® 1M11 ~ IM HMO i
I
1IM MINIIGi 307 SACIOS COldli Bron OCGI6N {Y: A. PENMEIN CHECKED BY- STD It NIA 110N NIMEIIi 701 IACI(1 COLO{s ereeN DESIGN BY. A. IlIIXFIM CHECKED ni STO I: MIA
TYPEi 0 COMP COLOAt White PROJECT I0: 3•3916 DIYt 1 DATE: Nov 01.7000 TYPE: D COPY COLOR Rite PROJECT 10- {•5916 DIY: a DATE: Mov 08,2006 -
WAMTITYi 1 gyms" N T Wm NI OIL1NTrTYi 1 , SYMBOL X T WID' NT
31M WIDTH: X 3'-6- f19N RDTei 77'
11LIeeTS r1 111 XEICXII 1e• !
TOTAL AURA] /.E Sg.Ft. T - "
2 y TOTAL AREA1 8.0 ag. Ft.
DORM BEENFLUOR : 4"C~ 0'
F U A U AY VA R I N A Y WACE• T1TEi PLOBN
1 W t4tU MEUSe1 W4,
+ WIDTH: 0.71' T 7
RADIII 3' E T" WARIII ! 1' Ip
NO. urLi 0.090' ,:.D ALUMINUM m 4 FIRE DISTRICT A NO. I .ArL 11! BARBS
z" z~D LE NTN: t D.,76 ALUMINUM
I 11
MIDDLE CREEK
UK MDTEei
1.Legend ARd -border Beall be direct applied 2"C f2xC I ua xorni
Type III refleCtlre aMet1M• x1 t DIAL 911 lpanl and saroes shall be direct applied 1 e•
Z i j
7. Background shall be Type 111 reflective shooting. t2x type 1I1 MUetire shooting.
11 X11ground *hall he Type III reflective sheeting. scam t,t 67,6 T,+
BORDER 35" 35.9" 35" ns.n•
R-3"
TH-0.5" MOUNT ON TWO U•POSTS
MOUNT ON TWO U•POSTS
LETTER POSITIONS I fermi roaIT[o1a
Letter spacings are to start of next letter MRtL1euh Letter spacings are to start of next letter
Tort th
i S 6 9 A Y Y A A f N I A C 1000 ' W I 0 D L B I 1 C { 1 E N 0:001
.3 f./ 1.6 1 fd iE.1 2.e 1 12.7 i 2.6 1.E 15.7 .E.6 3.7 76.E 7.1 0.1 Yd 1.1 11.4 4.1 3.7 a {.1 1.1 67.8
I j 1 B 0 1 1 T N I C! r j C woo II, j j
JA .t.e 4.1 'iJ f e : 1.7 2.0 !;4 1- 1.1 1.7 1 : t.t { •1.1
W I A L 1 1 1 C 1000 I
16.: -1.e 0 0 1.6 1 7 1.e 0.1 0.4 16.E 0,E j !
I ~j i I II I ~
I ! I I I i I I i I
! I ! I l I I I ~
' 1 I ~ i I 1
I
I 1 I I I
6
Spacing Factor is I unless specified -themes
Spacing Factor is 1 unless speci+id othenise
ntaaAae. slWeslr MONTH CAROLINA O.O.T. SIGN DETAIL rstnxlt eiEweys NORTH CAROLINA D.O.T. $ION DETAIL
I I
r.
I Q
Q.NN CAgp4
O:'fE6&p
~ 00
SEAL
T.IR SIGN DESIGNS

TIP NO. SHEET NO.
408 QUANTITY REQ'D 1B-3916 SIGN-3

(STOP 30 x 30
A11

ONE 'U' POST PER SIGN

^1

411 QUANTITY REO'D -1-

30 x 30
_ A5.1
ENTER

ONE 'U' POST PER SIGN

413 QUANTITY REQ'D

ONE WAY 54 x 18
AB•1 )A)

TWO 'U' POSTS PER SIGN

414 QUANTITY REQ'D -1 _

ONE WAY AB x )ie)

1KKMT BACK TO BACK WITH SIGN 413
IN 1 INSTALLATION

NOTE; THIS DRAWING IS DIMENSIONED
IN INCHES UNLESS OTHERWISE
DEPICTED WITHIN THE DRAWING.
SEAL
}
CARpG
~
1y SIGNS
1 it TYPE "E"
o¢os3~~y'

TIP NO.
SNEET N0.
/
B-3916
I GN-4
m
\ / W .~Wal I a:~ W 1-__ 01 (got,
_ rliN i VII t 1 ~N 7 S
dOlS ~
1
/
W
1 1
BEGIN STATE SIGNING PROJECT N x w ;
8-3916 -L- POT STA. 13+40.00 J \ N c v
m
>„R x r
W\ *idV15l I f"f9~~r
IT-
y OC I / WLL
Y \ /
l vv -MC m 9 ~
e
R R i J 1 '7 1 `vL.u,~
R v/ 414 ` 11 I
I g ` I
_ Oil /

1
1~ 1 I 1 1 1 I 1~ I I ~ I u5 d I/ i
TO RAQ21
` _
..I{~ I t5 a
- - - - - - - - - - - - - - - -
_ I {Nh-_--_- 4
lii•` ']_-___f __y - I _ _-T-L\ T- - T T -T r - 1--T~_~_JrZ__T-
I
I j
m ~
i f
END STATE SIGNING PROJECT
j RA r B-3916 -L- POT STA. 26+95.12
NO,CFO,X MfJU,
* SEE NOTE 5
WARNING SIGNS PLACEMENT CHART
OPOP TED OR 85TH MUTCD SUGGESTED SUGGESTED 1, SEE ROADWAY STANDARD NO. 904.50 FOR MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL POSTS.
PERCENTILE SPEED', DISTANCE I LOCATION MAXIMUM
MPH (KMH) FT (M) FT (M) FT (M) 2. SEE CHART FOR PLACEMENT OF WARNING SIGNS. DISTANCES SHOWN IN MINIMUM ROAD COLUMNS ARE FOR LEVEL
30 (50) 450 (140) 475 (145) 575 (175) ROADWAYS. MAKE CORRECTIONS FOR GRADES. IF 48-INCH (1219 MM) SIGNS ARE USED, THE LEGIBILITY DISTANCE
35 (55) 550 (170) 575 (175) 675 (205) MAY BE INCREASED TO 200 FEET (61 M) . THIS WOULD ALLOW REDUCING THE CHART SPECIFIED DISTANCE BY
40 (65) 650 (200) 675 (205) 775 (235) 75 FEET (23 M) .
as (70) 750 (230) 77s (23s) e7s (270) 3. IF THE BRIDGE IS OVER A MAJOR STREAM OR RIVER, A SIGN FOR THE NAME OF THE STREAM OR RIVER SHOULD
(70) 750 (260) 775 (270) 1 975 (300) BE INSTALLED AT EACH APPROACH. THESE DESIGNS WILL BE COMPLETED BY THE SIGNING SECTION UPON REQUEST.
75 300) 4. SIGNS FURNISHED BY CONTRACTOR. BACKGROUND SHEETING SHALL BE TYPE III REFLECTIVE SHEETING.
50 55 (90) 950 (290) 875 (300) 91075 (330)
60 (95) 1100 (335) .1125 (345) 1225 (375) 5. DISPOSAL OF SIGN SYSTEM, U-CHANNEL.
65 (105) 1200 (365) 1225 (375) 1325 (405) 6. SIGN ERECTION, RELOCATE SIGN TYPE D, E, OR F.
70 (115) 11250 (380) 1275 (390) 1375 (420) 7• DISPOSAL OF SIGN SYSTEM, WOOD. EXISTINGIPROPOSED ROADWAY
8. DISPOSAL OF SUPPORT, WOOD.
9. DISPOSAL OF SUPPORT, U-CHANNEL. US 401
STA 13+40 TO 28+00

6
rte/
T.1.P.NO. SHEET SO
~ ST ATE OF NORTH CAROLINA B-3916 UO-1

. , UTILITY BY OTHERS PLANS
M
j' ENO ( WAKE V ~¦0 V T /1 Y jrn NT i
>m! I~
j Bn BEGIN I7
11111 r r~ ~ I~ PROJECT
V _ LOCATION. BRIDGE NO. 63 AND APPROACHES
11 us
W
>v ~
ON US 401 OVER MIDDLE CREEK
s
TYPE OF WORK: UTILITIES BY OTHERS
1,. i r m~ a ,
rb
w VICINITY MAP
UO-2
i G
BEGIN TIP PROJECT B-3916 L
-L- POT STA. 13+40.00 1
c
I I S
/
lb
1 END BRIDGE I
BEGIN BRIDGE
-DEf- STA. 16 + -0ET-STA. 11+60.00
00.
' Q I 4 DETOUR
~ r L.rJ
US 401 1) I

.4r
-v, NA
_ r -
_ /1 1 I 4 TO RALEIGH •~I
j ~ r Y END BRIDGE ~p1.ll
\`1 r ,VII - 11 II
BEGIN BRIDGE IWy -1. STA. 21+21.00
i-~ -L- STA. 19+50.00 U Il
( J 1
- I j END TIP PROTECT 8916 ll
O -L- POT STA. 26+95.12 I
I I
N jo=R
N GRAPHIC SCALES INDEX OF SHEETS UTILITY OWNERS ON PROJECT
PREPARED DI ME OPPICR OF.
° 50 25 p so loo SHEET NO. DESCRIPTION DIVISION OF HIGHWAYS
(1) PROGRESS ENERGY - POWER DISTRIBUTION PROJECT SERVICES
PLANS UO 1 TITLE SHEET (Z) FAQ - TELEPHONE UHLJTY SECTION
(3) TOWN OF FUQUAY-VARINA -WATER AND SEWER 15W 4UII SERVICES c~7sR
r O so 25 p too UO-2 UTILITY BY OTHERS PLAN SHEET bBfTM FAX tnRr~j N NC 27699,15
~7ti
V PROFILE (HORIZONTAL)
o UZ Roger Wmdinsron, P.& U2A12TES SEC220N ENGINEER
5 2.5 Q 10
Z _N R B. WMdje , PE unmm SQUAD LEADER PROJECT ENGDIEER
:5 -t PROFILE (VERTICAL) 4L41 MUMS PROJECT DESIGNER
A. N' P.S.
M~H
L W

PROJECT REFERENCE NO. Sh'EET N0.
B-3916 UO-2
f
UTILITIES BY OTHERS
x ~`'pD NOTE:
ALL PROPOSED UTILITY WORK
SHOWN ON THIS SHEET WILL
BE DONE BY OTHERS

T,;7ER PERMANENT POWER LINES AND POLES TO BE INSTALLED AFTER PROJECT COMPLETION t
n
R&
CpROL1V PCWcR & LIGHT COMPANY
5610 PG 105 P 1993 PG 502 Nt ~f DET- Sta.15+5951 UPON COMPLETION OF -1- LINE IMPROVEMENTS. REMOVE DETOUR
4 i
UNDERGROUND FIBER OPTIC' AND REESTA°BLIS°E'BSTNav° F I
l zsE,rE m weoos ROLE PREFORMED z- r TELEPHONE CABLES TO BE ABANDONED DRAINAGE PATTERNS 1 -
WOODS
RCCR', ARM R PLAT ING I \ _
ND
- - 1 +l = : Oc KEMBAN WENT 159 ` } e`t\\\LRFEf SE . DEraL 2c~ -DEL'- 21+3252
DUfiwO rOJNG I~ JECT--- 27-R.
W rSPECIAL cur BASE arcR OT I- Sta.26+95J2
653 'c z29r BEGIN PROJECT -3916 ~I ~SEE DETAIL A - - 1 +O J WITH ROCK ARMOR PLATING m -L- 25+1577
1 POc -L- Sta.l.~+ AQ: sEE DETAIL 2-C r PC -DET- Sta.18+2498 SET- gg -
s a, FLOWABLE FILL PLACED OVER TOP OF I to 13+ BOLT. DEOUR- RIP RAP 0 EMBANKMENT PRC -Sta. 20+6896
I' SANITARY SEWER FORCE MAIN THIS AREA SE•E .BASE AL B CH E E m E r I SEE DETAIL O
F - E - rB CHI EX. I1 I
~rVi 75'V, d 75' I• :BEC7 S l CLRLP_ RAP REE L C
I I LT, +4s' 2,-- esr.S r6N LAB 6NARDRAL E_ + _'RIP A
r> 5067" T. ;I r µ N EST.7 SYff. FOR DETOUR MOVEMENT f$T.tS S.Y.F.F.
G Kr 0BASE
Sei Ms rM f !
_ 3d
ur RE-
°NC
O FVi RETAIN c - -cm Iv u cRAU;750 - F = a
r' a` ~W • - - s es
y'aRiNA g - - - io _ - fro

_ 1 - x\ lu Mf>. 1 'f c' END S +65---~ 8 6t
Z51 81 ('51 SBG dl _ N REMOVE Ex ING GUARDRAIL 4' N 1T 22' 32.0' E SBE Ms : l z
-
70 - - - -
- - ---N -J50 ' - „ - Y-J50 2GI
--1"
Slf 7 F
Xf_,yC - INPRIi- _ - - _ 77 mvq` ll~"' I1AIEL I-
f + _ F 15' _ _ Exr

f ~ I - '---E J35 SY. REMOVE b i,; mP7 ~ - - - I `1 B=7T ~
\ 2 ~1 4 EG! , FSM N PSRM BECrN SOV£i$A"
REMOVE EXISTING O N I 1 70 RALEIGH
xr r, _ 11, C CJARLWAL j + ,CUSS //RIP RAP: MU?f - - + STA2565 4-Y. ~I
BECINSBGr45 --_-_EST,DOSY_ NBLUS

V \ f x - - A.-z- r- - ITEM) - - _ _ - - <
1 r 1
~2 N x,f 1 x_~ ew bN \ ` RErax + e cv'd m RETAIN f BE BRIDGE 2~. - - -z-- : S - - _ - z
/
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IS Nn M s m ` - P 17+52-51 R.M. SMITH SR. ET AL BY DIRECTIONAL BORE THIS AREA BL-3 MC 21+94.87
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N2J11'2- N r A ~
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PROJ. REFERENCE NO. SHEET NO.
STATE OF NORTH CAROLINA B3916 X-1
DIVISION OF HIGHWAYS

NOTE: EMBANKMENT COLUMN INCLUDES BACKFILL FOR UNDERCUT CROSS-SECTION SUMMARY
Phase 1 Phase 2 Phase 3
Station Uncl, Exc. Embt Station Uncl. Exc. Embt Station Uncl. Exc. Embt

(cu. yd.) (cu. yd,) (cu. yd.) (cu. yd.) (cu. yd.) (cu. yd.)
.DET- -L- DETOUR REMOVAL
10+10.00 0 0
12+10.23 388 0 13+90.00 0 0 13+90.00 0 0
12+60.44 127 3 14+00.00 4 2 14+00.00 0 0
13+09.02 91 29 14+50.00 37 15 14+50.00 0 0
13+58.15 38 113 15+00.00 39 17 15+00.00 0 0
14+09.74 3 232 15+50.00 27 13 15+50.00 0 14
14+60.92 0 333 16+00.00 " 8 9 16+00.00 1 27
15+11.82 0 529 16+50.00 4 13 18+50.00 15 33
15+82.54 0 809 17+00.00 4 21 17+00.00 30 89
16+00.00 (BEG. BRIDGE) 0 34 17+5040 5 3 17+50.00 54 83
18+00.00 11 35 18+00.00 138 " 90
17+60.00 END BRIDGE) 0 0 18+50.00 12 61 18+50.00 270 100
17+62.54 0 32 19+00.00 5 107 19+00.00 443 67
18+12.54 0 1250 19+50.00 (BEG. BRIDG 3 64 19+50.00 BEG. BRIDGE) 783 24
18+63.11 0 1194
19+13.97 0 1095 21+21.00 END BRIDGE) 0 0 21+21.00 END BRIDGE) 0 0
20+05.54 D 986 21+50.00 7 27 21+50.00 318 0
20+16.61 9 821 22+00.00 29 73 22+00.00 1128 0
20+67.57 14 573 22+50.00 42 48 22+50.00 1124 0
21+16.45 11 343 23+00.00 55 34 23+00.00 1029 0
21+58.54 18 122 23+50.00 65 19 23+50.00 915 0
24+00.00 40 5 24+00.00 743 5
24+50.00 12 1 24+50.00 528 7
25+00.00 11 1 25+00.00 340 24
25+50.00 15 1 25+50.00 144 59
26+00.00 0 0 26+00.00 0 0
28+50.00 0 D 28+50.00 0 D
28+95.12 0 0 26+95.12 0 D

Approbmate quantities only. Unclassified Excavation, Borrow
Excavation, Shoulder Bartow, Fine Grading, Clearing and Grubbing,
and Removal of Existing Pavement will be paid for at the contract lump
sum price for "Grading'

TOTAL 699 8813 TOTAL 435 594 TOTAL 8001 602

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