HomeMy WebLinkAbout20190888 Ver 1_Turtle Pond Creek - Culvert Replacement - Permit Design Plans_20190703ICSTATE
OF NORTH CAROILINA M
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LOCATION. ALONG NC HWY 106 10.4 MILES EAST OF U.S. HWY 23 1441 AND 3.8 MILES WEST OF U.S. HWY 64
106
- TYPE OF WORK: TRENCHLESS PIPE INSTALLATION, FLOWABLE FILL PIPE ABANDONMENT, GRADING,
W
EROSION CONTROL
VICINITY MAP
O
O N
M
O
I�I �
+
— 52 TONS CLASS I RIP ANo p
�REc
o RAP W/100 SY F.F.
� ROF�9NC. EXIST. RM
1
STD.
838.01 —_- _-
CL 2A
02i _2E _- -_ _ -- -- -
-- -1Nv. E- - 3A07.00' �m -_ -�
--- � JNV. -Et.- 3907.00' g,8 MILES TO U.S.
XIST.
BEGIN PROJECT
_-
- - E e
- _ END PROJECT
NC HWYS p6PROP i -L- POT STA /3+72.7/
r--
-L- POT STA /0+00.00 TO U5. NT 23/441 EXIST.R�
m _
0.4 M1LEs
fA
— 838.01
- 1B
iwu€�J39o9.00'
/ -- -- — EXISTINV�EL�3909.00'
. � � � � , ,
-- _�--
PROP. RIP RAP 52 TONS "CLASS I RIB
PIPE OUTLET -PAD RAP W/1 0 Sy F.F. I
STD. 876.02 Fa/ST A
N
O
A
U
GRAPHIC SCALES
PROJECT LENGTH
Prepora0 in it orrice or:
HYDRAULICS ENGINEER
DIVISION OF HIGHWAYS
191 R.bbi—ilU Rd., Andre NC 28901
®gi MOR M
4�m eg90
mla srAxnARn sracin cATToxs
25 12.5 o 25 50
TOTAL LENGTH STATE PROJECT = 0.07 MILES
EIGHT OF WAY DATE:
JESSE A RUSSELL. P.E.
WA
F�
PLANS
WA
ragnicr axcrxesa
ROADWAY DESIGN
ENGINEER
LETTING DATE.
O
ALAN R BROWN
aP°R rwwx®gi®�
rn° cr nssrcx�
U
MAY 21 2018
WA B.
STATE OF NORTH CAl$O]LINA
DIVISION OF HIGHWAYS
INDEX
OF SHEETS
TITLE SHEET
GENERAL NOTES
GENERAL NOTES: 2018 SPECIFICATIONS
LIST OF ROADWAY
1
STANDARDS
2018 ROADWAY STANDARD DRAWINGS
1-A
INDEX OF SHEETS, GENERAL
EFFECTIVE, 01-16-2018
NOTES AND LIST OF STANDARDS
1 CARE SHALL BE TAKEN TO PREVENT DAMAGE TO
The following Roadway Standards as appear in Roadway
standard Drawings" Design Branch N.C.
2
CONVENTIONAL SYMBOLS
EXISTING UTILITIES DURING CONSTRUCTION. ANY
DAMAGE TO THESE UTILITIES SHALL BE REPAIRED
portsHighway
Department of Transportation -Raleigh, N.C., dated
AT THE CONTRACTOR'S EXPENSE.
January 16, 2018 and the latest revision thereto are
3
SURVEY CONTROL SHEET
opplicable to this project and by reference hereby are
3A
PIPE SUMMARY SHEET
2 THE CONTRACTOR SHALL MAINTAIN THE SITE IN A
considered a part of these plans.
4
PLAN & PROFILE SHEET
MANNER SO THAT WORKMEN AND PUBLIC SHALL BE
4A
TEMPORARY DIVERSION LAYOUT
PROTECTED FROM INJURY.
STD. NO. TITLE
EC1-EC4
EROSION CONTROL SHEETS
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
560.01 Method of Shoulder Construction
DIVISION 8 - INCIDENTALS
838'01 Concrete Endwall For Single And Double Pipe Culverts
876.02 Guide For Rip Rap At Pipe Outlets
DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT
1605.01 Temporary Silt Fence
1606.01 Special Sediment Control Fence
1607.01 Gravel Construction Entrance
1630.05 Temporary Diversion
1631.01 Matting Installation
1645.01 Temporary Stream Crossing
BOUNDARIES AND PROPERTY.
State Line
— ----
County Line
Township Line
City Line
Reservation Line
- -
Property Line
Existing Iron Pin
e
Computed Property Corner
Property Monument
0
Parcel/Sequence Number
Existing Fence Line
-xxx-
Proposed Woven Wire Fence
Proposed Chain Unk Fence
e
Proposed Barbed Wire Fence
A
Existing Wetland Boundary
----�^----
Proposed Wetland Boundary
.0
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Existing Historic Property Boundary
XPe
Known Contamination Area: Soil
--°-%'%-°-
Potential Contamination Area: Soil
-:R-•-521-•-
Known Contamination Area: Water
--"--"-
Potential Contamination Area: Water
-SK-*-Xd-*-
Contaminated Site: Known or PotentialQ
BUILDINGS AND OTHER CULTURE
Gas Pump Vent or lbG Tank Cap
O
Sign
Well
°
Small Mine
52
Foundation
Q
Area Outline
0
Cemetery
Building
IJ
School
Church
Dam
HYDROLOGY -
Stream or Body of Water
Hydro, Pool or Reservoir
r
Jurisdictional Stream
—is—
Buffer Zone 1
az i
Buffer Zone 2
—ez 2—
Flow Arrow
F-- --
Disappearing Stream--
--
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
_
False Sump
STATE OF NORTH CAROILINA,IDIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS: Now Not to Scale 'S. U.E. = Subsurface Utility Engineering
Standard Gauge Hedge
RR Signal Milepost ,.r Woods Line^'
Switch * Oie Orchard Q fJ E3 {?
RR Abandoned — — — — Vineyard 0
RR Dismantled EXISTING STRUCTURES. -
RIGHT OF WAY & PROJECT CONTROL:
Secondary Horiz and Vert Control Point
Primary Hodz Control Point
O
Primary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
0
New Permanent Easement Pin and Cap
0
Vertical Benchmark
m
Existing Right of Way Marker
Z\
Existing Right of Way Line
New Right of Way Line
New Right of Way Line with Pin and Cap —
New Right of Way Line with
Concrete or Granite RAW Marker
New Control of Access Line with
Concrete C/A Marker
Existing Control of Access
—�—
New Control of Access
Existing Easement Line
e
New Temporary Construction Easement -
E
New Temporary Drainage Easement
TDE
New Permanent Drainage Easement
—PDE-
New Permanent Drainage / Utility Easement
—DUE—
New Permanent Utility Easement
—PUE—
New Temporary Utility Easement
TUE
New Aerial Utility Easement
—AUE—
ROADS AND RELATED FEATURES.
Existing Edge of Pavement
Existing Curb -
Proposed Slope Stakes Cut
---£---
Proposed Slope Stakes Fill
--- ----
Proposed Curb Ramp
cR
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
"
Proposed Cable Guiderail
Equality Symbol
0
Pavement Removal
VEGETATION.-
Single Tree
0
Single Shrub
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall -
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES. -
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
UIG Power Cable Hand Hole
H-Frame Pole
UG, Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
TELEPHONE:
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
UAG Water Une LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
Above Ground Water Line
TV:
TV Pedestal
I]e
-----
TV Tower
>-________ j
U/G TV Cable Hand Hole
0
lkG TV Cable LOS B (S.U.E.*)
----*----
❑ cB
U/G TV Cable LOS C (S.U.E.*)
--*--
Os
U/G TV Cable LOS D (S.U.E.*)
LAG Fiber Optic Cable LOS B (S.U.E.*)
----*^---
Existing Telephone Pole
Proposed Telephone Pole
-0-
Telephone Manhole
8
Telephone Pedestal
17
Telephone Cell Tower
U,G Telephone Cable Hand Hole
"0
LkG Telephone Cable LOS B (S.U.E.*)
--- --- ---
U/G Telephone Cable LOS C (S.U.E.*)
------
LAG Telephone Cable LOS D (S.U.E.*)
WG Telephone Conduit LOS B (S.U.E.*)—
----n----
U,G Telephone Conduit LOS C (S.U.E.*)
--*_--
LPG Telephone Conduit LOS D (S.U.E.*)
*_
USG Fiber Optics Cable LOS B (S.U.E.*)
----*^----
LkG Fiber Optics Cable LOS C (S.U.E.*)
--*^--
LVG Fiber Optics Cable LOS D (S.U.E.*)
*"
LAG Fiber Optic Cable LOS C (S.U.E.*)
UG Fiber Optic Cable LOS D (S.U.E.*)
GAS:
Gas Valve
Gas Meter
UG Gas Line
LOS B (S.U.E.*)
lbG Gas Line
LOS C (S.U.E.*)
U/G Gas Line
LOS D (S.U.E.*)
Above Ground
Gas Line
0
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout 0+
U/G Sanitary Sewer Line s:
Above Ground Sanitary Sewer
SS Forced Main Line LOS B (S.U.E.*)----..*----
SS Forced Main Line LOS C (S.U.E.*)---..�---
SS Forced Main Line LOS D (S.U.E.*) �.
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B (S.U.E.*)
LAG Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. -
AIG Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A (S.U.E.*)
Abandoned According to Utility Records -
End of Information
m
AATUR
E.O.I.
TEMPORARY DIVERSION LAYOUT
PROJECT REFERENCE NO. SHEET NO.
15314JO56012 4A
m
EXISTING
CMP
'NOTE: EXIST.
p 30" CMP TO BE p
CL FILLED WITH 13 r p06 pEREs
C.Y. FLOWABLE Z pR�P. E�EARIN
FILL AND 1
ABANDONED '
ROP.CONSTRpE160 •�'
I �gPNC ��A55 p
I 0 �0 2�
J- I ELZ- 0�907.00'
rya/
WETLAND DISTURBANCE
0.02 ACRES
r-38 LF 24" TEMPORARY
HDPE PIPE X 2
/REGRADE TO
,Q,E6S9' 30 LF WORK PAD
U 64 TONS CLASS I RIP RAP
W/100 SY F.F.
�-RRCfP�ZONC. _ Ex��' • '" ' —
STD. � -_-
838.01
�wvzL.- ��J7.00' 3.8 MILES
Tp U.S.HWY 64
5°23'59"
NC
(1A
IN -I €1— 390 0, 1 B
INEL.-\3909.00' /
/ l
REGRADE TO
MATCH EXISTING F'I'zST PROP. O C.\ /
GROUND
8�801 \ \
'NOTE: ALL WORK SHOWN ON
THIS PAGE OUTSIDE OF EXISTING
R/W WILL BE COMPLETED WITH A
RIGHT OF ENTRY
m
BEGIN PROJECT
-L - POT STA I0+00a00
GRAPHIC SCALE
- - EXIST. fpq
STATE OF NORTH CARO1LINA
DIVISION OF HIGHWAYS
PLAN FOR PROPOSED
H[IGH[WAY ]EROSION CONTROL
MACON COUNTY
LOCATION. • ALONG NC HWY 106 10.4 MILES EAST OF U.S. HWY 23 /441 AND 3.8 MILES WEST OF U.S. HWY 64
TYPE OF WORK: TRENCHLESS PIPE INSTALLATION, FLOWABLE FILL PIPE ABANDONMENT, GRADING,
EROSION CONTROL
O
52 TONS CLASS I RIP
RAP W/100 SY F.F.
07.00;
7A h
18
/ INN. EL.-,39
-v. 52 T014S "CLASS I RI,
PROP. RIP RAP
PIPE OUTLET -PAD _ RAP WA SY F.F.
STD. 876.02/ST 1
p,4
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
215 12.5 0 25 50 WITH THE REGULATIONS SET FORTH BY THE
NC"IR000 GENERAL CONSTRUCTION PERMIT EFF, . AUGUST 3,1011
PLANS ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES DIVISION OF WATER QUALITY.
11FT
/i'ROP. CONC.
ENDWALL STD.
- 838.01 -
7.00' q_g 01E
11
PROP. CONC.-
ENDWALL STD.
838.01
9.00' I
0
0
a
END PROJECT
-L - POT ST A 13+
A.R. BROWN
LEVEL III
3771
LEVEL III CERTIFICATE #
Roadway Standmd Dmwioge
The following roadway^ nglisha^andarde a ea in "Roadway Smadard Drawings•'- Roadway Dew
Unit - N. C. Deparlm , . a tlpRaleigh, N. C.. detrd Jxnuury 2018 end the laleer
n lhere are xppliltbk 1. N, project end by reference hereby are considered a ml d
chess plane.
1604.01 Railroad Erosion Control Derail
I605.01 Temp— Sill Fnaee
1632,01 Rod Inlet Sediment Trap Type A
1632.02 Rock Inlet Sediment Trav Tyve 3
1606.01 Special Sediment Control Fence
1632.03 Rock Inlet Sediment l'mp 'Type C
107.01 Grmel Cons —ion Emmons
1633.01 Temp —Rod Silt C-1, Type A
1622.01 —po 3erma and Slope Ureina
1630.01 Riser 3esin
1633.02 Temporary Rook Silt Cheok Type 3
I634.01 'Tempormy Rook Sediment Dam Type A
1630.02 Silt 3esin Type 3
1630.03 Tamvo Silt Dilh
1634.02 Tempomey Rook Sediment Dam Type 3
1635.ol R -k Pipe lolm Sediment Tmp Type A
1630.04 Stilling I.A.
1630.05 Temp— Diversion
1635.02 Rack Fipe Inlet Sediment I— Type 3
1640.O1 Cole Fiber _
1630.06 Sp—1 Stilling 3esin
1631.01 Matting 1nwWlation
1645.01 Tm ,,— Stream C—g
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
SOIL STABILIZATION TIMEFRAMES
SITE DESCRIPTION
STABILIZATION TIME
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 5O'IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.
TOP AND BOTTOM S'
SHALL BE 10 GAUGI
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
vv 111L i 1� i mil i dui I i V
NOTES
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
OF 6 LINE WIRES WITH 12" STAY
SPACING.
USE FILTER FABRIC A MINIMUM
OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRE AS
DIRECTED BY THE ENGINEER.
PROVIDE 5'-0" STEEL POST OF THE
SELF -FASTENER ANGLE STEEL TYPE.
FILTER FABRIC
COMPACTED FILL--\\,
••
4
EXTENSION OF FABRIC AND
WIRE INTO TRENCH
GENERAL NOTES:
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
WITH 1/4 INCH MESH OPENINGS.
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
POST 2 FT. DEEP MINIMUM.
ATTACH HARDWARE CLOTH TO POSTS WITH WIRE
STAPLE OR OTHER ACCEPTABLE METHODS
SPACE POST A MAXIMUM OF 3 FT.
FOR INSTALLATION BETWEEN SECTIONS OF
SILT FENCE, EXTEND SEDIMENT CONTROL
STONE A MINIMUM OF 12" ON EACH SIDE OF
SPECIAL SEDIMENT CONTROL FENCE SECTION
<3 fit
VARIABLE
DIMENSION~ * 1/ WIRE MESH
SEDIMENT CONTROL STONE
2 ft
1 ft min
1/4 WIRE MESH
SEDIMENT CONTROL STONE
1 fit min
WATER FLOW
—III Ill�lbl �II�III�II—III
STEEL POST - 2 ft DEPTH
1/4 WIRE MESH _
2 ft
m
SPECIAL SEDIMEI
CONTROL FENCE
TEMP. SILT FENCING � \
X 2 ROWS \\
TEMP. SILT FENCING
ROP.-CONC' 2 ROWS
:ucnoWl of i-__ENDWALL--STD.
I
60 ' 838.01 _
iorvs a�ss9-2g`4.. - - -
�0•4 T O U.S. HW 4
y 6 _
- EX1ST. 7 SILT�FENLIN S� MILES _�
3ry
-O NWY 23/441
_Zo- } T EXA$T.
MILES
TU.S. PROP. CONC.
ENDWALL STD. I
-- 1h 64°I 838.01
I
- I
I �
/ R/W TEMP. SILT FENCI
-4' EX15T. BE NOTE: EXIST. 30" CMP TO
PROP. RIP RAP BE FILLED WftH 13 C.Y.
PIPE OUTLET PAD FLOWABLE FILL AND
STD. 876.02 ABANDdNED
I
--NOTE.-ALL EXPOSED
AREAS AND SLOPES WILL
SEEDED AND MULCHED,
WATTLES WITH PAM TO
USED IF DIRECTED BY
ENGINEER
Fam
EDS
�i 7/3/2019