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SANITARY SEWER TABLE
STRUCTURE
HEIGHT
TOP
INV IN
INV OUT
OUTLET PIPE
STRUCTURE
UP
DOWN
MH 15 (5' DIA DOGHOUSE)
9.97'
350.01
340.04' (8" PVC) EXMH 01
340.04' (8" PVC)
170' @ 0.50%
EXMH001
340.24' (8" SDR-35) MH 14 (6' DIA)
MH 14 (6' DIA)
10.34'
360.44
350.31' (8" SDR-35) MH 13
350.11' (8" SDR-35)
156' @ 6.32%
MH 15 (5' DIA DOGHOUSE)
MH 13
10.39'
366.27
356.08' (8" SDR-35) MH 12
355.88' (8" SDR-35)
80' @ 6.96%
MH 14 (6' DIA)
MH 12
10.00'
383.04
373.24' (8" SDR-35) MH 11
373.04' (8" SDR-35)
366' @ 4.64%
MH 13
MH 11
7.88'
398.20
390.34' (8" SDR-35)
400' @ 4.27%
MH 12
MH 10
7.01'
397.01
390.00' (8" SDR-35)
207' @ 3.52%
MH 9
MH 9A
9.99,
392.99
383.00' (8" SDR-35)
42' @ 0.70%
MH 9
MH 9
10.00'
392.51
382.71- (8" SDR-35) MH 10
382.51' (8" SDR-35)
342' @ 1.32%
MH 3 (5' DIA)
382.71 (8 SDR-35) MH 9A
MH 8
9.70'
398.31
388.64' (8" SDR-35)
344' @ 1.50%
MH 5 (5' DIA)
MH 7
12.61'
402.67
390.07' (8" DIP)
165' @ 4.00%
MH 5 (5' DIA)
MH 6 (5' DIA)
9.55'
393.35
384.00' (8" DIP) EX MH 7
383.80' (8" SDR-35)
57' @ 0.55%
MH 5 (5' DIA)
383.48' (8" SDR-35) MH 8
MH 5 (5' DIA)
11.46'
394.74
383.48' (8" DIP) MH 7
383.28' (8" SDR-35)
290' @ 0.79%
MH 4 (5' DIA)
383.48' (8" SDR-35) MH 6 (5' DIA)
MH 4A
8.55'
390.19
381.64' (8" SDR-35)
46' @ 1.39%
MH 4 (5' DIA)
MH 4 (5' DIA)
8.10'
388.91
381.00' (8" SDR-35) MH 5 (5' DIA)
380.80' (8" SDR-35)
39' @ 7.22%
MH 3 (5' DIA)
381.00' (8" SDR-35) MH 4A
MH 3 (5' DIA)
10.88'
388.68
378.00' (8" SDR-35) MH 9
377.80' (8" DIP)
142' @ 8.17%
MH 2 (5' DIA)
378.00' (8" SDR-35) MH 4 (5' DIA)
MH 2 (5' DIA)
16.92'
378.76
366.22' (8" DIP) MH 3 (5' DIA)
361.84' (8" DIP)
110, @ 8.00%
MH 1 (DOGHOUSE)
MH 1 (DOGHOUSE)
8.72'
360.85
352.34' (8" PVC) EX MHO
352.14' (8" PVC)
195' @ 0.53%
EX MH 00
353.02' (8" DIP) MH 2 (5' DIA)
EXMH001
10.45'
349.65
339.19' (8" PVC) MH 15 (5' DIA DOGHOUSE)
EXMH 01
9.46'
350.52
341.14' (8" PVC)
220' @ 0.50%
MH 15 (5' DIA DOGHOUSE)
EX MHO
11.31'
364.10
352.81' (8" PVC)
75' @ 0.63%
MH 1 (DOGHOUSE)
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GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL, AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER.
UTILITY NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN
OF YOUNGSVILLE STANDARDS AND SPECIFICATIONS.
2. ALL WATER LINES MATERIAL TO BE DIP IN PAVEMENT.
3. MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 10 FT.
WATER AND STORM SEWER MAINS - 5 FT.
SANITARY SEWER AND STORM SEWER MAINS - 10 FT.
GRAVITY SANITARY SEWER AND FORCE MAINS - 5 FT.
4. MINIMUM UTILITY VERTICAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 18 IN.
WATER OVER STORM SEWER MAINS - 12 IN.
WATER UNDER STORM SEWER MAINS - 24 IN.
SANITARY SEWER AND STORM SEWER MAINS - 24 IN.
5. WATER SERVICE LINES TO BE 4" OR 1" IN SIZE INTO METERS.
6. ALL FIRE HYDRANTS ARE TO BE 6" PER TOWN OF YOUNGSVILLE
SPECIFICATIONS.
7. ALL WATER METER BOXES ARE TO BE (MBX 2-18" CAST IRON OVAL
W/ SOLID LID)
8. ALL SANITARY SEWER LATERALS SHALL BE INSTALLED AT
MINIMUM SLOPE OF 1.5% AND A MAXIMUM SLOPE OF 2%.
INV.
0
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PROPERTY LINE
T MIN. TO C/LIOF WATER METER
4" SCH 40 PVC SAN. SEWER
8' MIN. TO C/L OF CLEANOUT I I SERVICE & CLEANOUT
L----- L-----J 3/4" DOM. WATER SERVICE TAP
AND WATER METER
W W PUBLIC
(TYP.)
SAN � R/W
WATER MAIN
_ SAN. SEWER MAIN
TYPICAL UTILITY SERVICE LOCATION - REAR LOADED
I
2' MIN. TO CIL OF CLEANOUT1
2' MIN. TO C/L OF
WATER METER
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N.T.S.
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PROPERTY LINE
4" SCH 40 PVC SAN. SEWER
SERVICE & CLEANOUT
3/4" DOM. WATER SERVICE TAP
AND WATER METER
PUBLIC
(TYP.)
R/I
WATER MAIN
SAN. SEWER MAIN
TYPICAL UTILITY SERVICE LOCATION - FRONT LOADED
N.T.S.
NOTE
1. DOMESTIC WATER AND SAN. SEWER SERVICES SHALL BE INSTALLED PER TOWN OF YOUNGSVILLE & FRANKLIN
COUNTY PUBLIC UTILITIES DESIGN STANDARDS, DETAILS & SPECIFICATIONS.
2. DOMESTIC WATER AND SAN. SEWER SERVICES SHALL BE INSTALLED ON THE LOW SIDE OF THE LOT.
3. SANITARY SEWER SERVICE CLEANOUT TO BE PLACED 8" FROM PROPERTY LINE. IF PLACEMENT ADJUSTMENTS ARE
NEEDED, THEY WILL BE ADDRESSED IN THE FIELD ON A CASE -BY -CASE BASIS.
SCALE 1 "=80'
0 80' 160'
TYPICAL SERVICE INSTALLATION
3/4" TYPE K COPPER WATER SERVICE
WITH FRANKLIN COUNTY APPROVED
WATER METER
4" SCH 40 PVC SANITARY SERVICE
& CLEANOUT (TYP.)
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
LEGEND
- -
PROPERTY LINE
• • • • • • •
PROPOSED 100 YR FLOODPLAIN
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
OPEN SPACE
CIVIC SPACE
SEWER
FORCEMAIN BY OTHERS
F
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SANITARY MANHOLE
WATER
EXISTING WATER LINE
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PROPOSED WATER LINE
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DOTE:
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TYPICAL SERVICE INSTALLATIONS
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WITH FRANKLIN COUNTY APPROVED
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ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
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SPECIFICATIONS, AND DETAILS
LEGEND
— —
PROPERTY LINE
• • • • • • •
PROPOSED 100 YR FLOODPLAIN
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NORTH CAROLINA
A Researcb Triangle Region Community
July 31, 2019
Standard Specifications
Public Utilities
1630 US #1 Hwy
Youngsville, NC 27596
Phone: [phone]
Fax: [phone]
www.franklincountync.us
The following information is in addition to the previously published specifications.
Fire Hydrants can be:
Mueller Super Centurion 250
M&H
Clow
American Darling
Valves can be:
Mueller
M&H
Clow
American Darling
Brass fittings needs separate approval, submittals are required for each job
Job Name
Engineer
Contractor
Franklin County Public Utilities
Subdivision General Utility Checklist
Adopted 6-15-2017
Water Lines
All water lines will be DIP located in pavement. Waterlines will be
on right side of pavement, PVC will be allowed when pipe is installed
in shoulders on existing roads.
Water line minimum bury depth is 3 feet to top of pipe under
pavement. If pipe is located on shoulder of existing roads, then pipe
will be a minimum of 4' bury depth.
Water lines will be installed under asphalt and Mega -lug restraints
standard throughout system.
Waterlines crossing under storm pipe shall have at least 24" of
separation. Over storm pipe 12" to 18"
All gate valves required Clow or American Darling.
Coated solid copper tracer wire and detector tape for PVC
Tracer wire requires Copperhead testing port inside TS specified
valve box for PVC only. Test ports will be located at all intersections
and fire hydrant valves not located at intersections.
1
Fire Hydrants
All Fire Hydrants and gate valves manufactured: Clow Medallion or
American Darling Mark 73-5
All Fire Hydrant legs shall be DIP
Fire Hydrant caps and bonnets shall be painted white
Rust-Oleum/Oil Based — 7790 Flat White
Minimum 6" leg for Hydrants
Distance between Hydrants no more than 500' in subdivisions
Gate valve required for each Hydrant
Gate Valves
All Gate valves shall be Clow or American Darling.
All gate valve boxes to be screw type adjustable with 12" concrete
around valve box.
Brass fittings manufactured: Ford (compression type)
Three valves required at intersections, At T's Two
Valve Boxes require concrete donut around box
Tracer wire requires Copperhead testing port inside TS specified
valve box located at all intersections and fire hydrant valves located
further than 100' from intersection.
Service Taps
Tapping sleeves to be stainless steel wrap -around
Direct taps 3/" and 1" are allowed on DIP
Water meter boxes (MBX 2-18" cast iron oval w/solid lid) for 3/ & 1"
All fittings shall be Ford Brass
All water services shall be Type K soft copper 1" x 3/ " x Y4 " Y
Concrete valve markers required for all valves at main entrance to
Subdivision and along major roads (SR, NC and US routes)
Sewer Service
All Gravity Sewer Lines SDR-35 PVC when 10' or less
Gravity Sewer Pipe Deeper than 12' DIP. All Ductile Iron Sewer Pipe
requires coating with 401 Protecto Ceramic Epoxy Lining.
Sewer Service Laterals DIP when Gravity Sewer is DIP
Sewer Service Risers PVC down to 15' then DIP
400 feet maximum between Manholes
Manholes deeper than 10' requires 5' diameter
Manholes deeper than 15' requires 6' diameter
Asphalt will be required 18" wide and 1' deep around manhole
rims when located in pavement or roadway.
Outside drops will be DIP utilizing a cross for a road rated clean -out
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
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NOTE:
ALL SANITARY SEWER LATERALS SHALL BE INSTALLED AT
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LEGEND
— —
PROPERTY LINE
• • • • • • •
PROPOSED 100 YR FLOODPLAIN
EXISTING WETLANDS
NEUSE RIPARIAN BUFFER
OPEN SPACE
CIVIC SPACE
SEWER
— — FMB
— FORCEMAIN BY OTHERS
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STREAM CENTERLINE, TOE OF STREAM AT
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ANGLER STREET PLAN
SCALE: 1" = 50'
INTERSECTION PICKEREL LANE
Station=14+72.42
Source Elevation=371.71
INTERSECTION AMBERJACK LANE
Station=16+85.20
Source Elevation=383.49
CB 216
TOP 392.08
INV IN 386.78 FR (CB 217)
INV IN 386.78 FR (CB 218)
INV OUT 386.53 TO (CB 215)
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= 367.70
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SITE LEGEND
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PROPOSED RIGHT-OF-WAY
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STREET LIGHT
UTILITY SEPARATION NOTES:
1. MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 10 FT.
WATER/SANITARY SEWER AND OTHER UTILITIES - 3 FT.
SANITARY SEWER AND STORM SEWER MAINS - 3 FT.
2. MINIMUM UTILITY VERTICAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 18 IN.
WATER OVER STORM SEWER MAINS - 12 IN.
WATER UNDER STORM SEWER MAINS - 24 IN.
SANITARY SEWER AND STORM SEWER MAINS - 24 IN.
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL, AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER.
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Station=19+43.99
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ANGLER STREET PROFILE (18+00 - 27+00)
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
25+00
26+00
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SITE LEGEND
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PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
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EXISTING WATER LINE
W
PROPOSED WATER LINE
W
®
WATER VALVE
FIRE HYDRANT
®®
BLOWOFF ASSEMBLY
STORM PIPE
®
STREET LIGHT
UTILITY SEPARATION NOTES:
1. MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 10 FT.
WATER/SANITARY SEWER AND OTHER UTILITIES - 3 FT.
SANITARY SEWER AND STORM SEWER MAINS - 3 FT.
2. MINIMUM UTILITY VERTICAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 18 IN.
WATER OVER STORM SEWER MAINS - 12 IN.
WATER UNDER STORM SEWER MAINS - 24 IN.
SANITARY SEWER AND STORM SEWER MAINS - 24 IN.
SCALE 1 "=50'
0 50' 100,
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL, AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER.
0 50
PROFILE SCALE
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
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388.40'
I
GND
INSET'B'
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388.79'
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15" RCP
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�$ FIRE HYDRANT
MH 9A ASSEMBLY (TYP)
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LOW POINT ELEV = 391.77
PVI STA = 13+00
PVI ELEV = 392.00
A.D. = 1.09%
K = 34.34
CIRCLE
TREET
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VERT 200
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11
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UTILITY SEPARATION NOTES-
1. MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 10 FT.
WATER/SANITARY SEWER AND OTHER UTILITIES - 3 FT.
SANITARY SEWER AND STORM SEWER MAINS - 3 FT.
2. MINIMUM UTILITY VERTICAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 18 IN.
WATER OVER STORM SEWER MAINS - 12 IN.
WATER UNDER STORM SEWER MAINS - 24 IN.
SANITARY SEWER AND STORM SEWER MAINS - 24 IN.
SCALE 1 "=50'
0 50' 100,
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL, AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
THAN PLAN, NOTIFY ENGINEER.
0 50
PROFILE SCALE
410
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CB 103
CB 116
CB 117
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TOP 389.79
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104)
TOP 388.94
INV IN 384.04 (FR CB 13
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INV OUT 384.53 (TO CB 106)
400
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114)
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400
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-1.58/0
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FR (CB 103)
INV GUT 379.19�TG
CB 115
CB 105 CB 106
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TO (CB 10 1)
TOP 390.61
TOP 388.94 TOP 389.69
8"
K 6" TEE
\
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384.75 (TO CB 104)
INV IN 383.45 (FR CB 11 ) INV IN 382.86 (FR CB 107)
\
INV IN 382.20 (FR CB 10) INV IN 384.22 (FR CB 117)
-2'30%
CB 104
INV OUT 382.20 (TO CB 0) INV OUT 382.86 (TO CB 105)
395
T MIN COVER
\
FIRE
395
INV IN 38D.64 (FR CB 105)
\
INV IN 384.30 (FR CB 115)
HYDRANT
\
INV IN 381.89 (FR CB 118)
ASSEMBLY 224%
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390
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-1.21%
390
\
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27
57
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8"X8"
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8
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/
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10 - MH 9)
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■
SITE LEGEND
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®
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FIRE HYDRANT
®®
BLOWOFF ASSEMBLY
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STREET LIGHT
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GRADE
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MAIN
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390
385
i
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TOP 392.99
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0 380
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375
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M M
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GRADE
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_iL__385
390
385
I
380
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1
1
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17+00 18+00 19+00 20+00 20+50
ALL CONSTRUCTION TO BE IN ACCORDANCE
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COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
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SITE LEGEND
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1
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394.63' 7!!kZZ
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394.04'
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394.30'
1
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55 154
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393.71'
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w I . 7o ,• - - I I 46
I sXD DI 200 A _ I 148 147 I
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0 INSET'D' I I CB 113 °0 SEE THIS SHEET 153 52 51 I
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56
57_
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WEATHERS STREET PLAN
5 a Ff
HIGH PT STA = 10+11.95
HIGH
POINT ELEV = 406.58
PVI STA = 10+52.95
PVI ELEV = 404.69
A.D. = -2.72%
M
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08
107
106
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LOW POINT STA = 12+11.67
LOW
POINT ELEV = 394.99
PVI STA = 11+66.67
CB 112
PVI ELEV = 396.34
TOP 396.75
A.D. = 4.34%
INV IN 389.76 (FR CB 113)
K = 20.72
INV OUT 389.76 (TO CB 111)
90, VC
(.0 CD
(.0rn
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II TOP 394.66
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395
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390
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390
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EXISTING CENTERLINE
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GRADE
385
E MH 7
385
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CROSS
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INV IN 388.49 (FR EX MH 2)
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83 LF MH 5 ('DIA)
380
wnip I TOP 394.74
@ 5.35°/ INV IN
380
_
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INV IN
383.48 (FR MH 7)
INV IN
383.48 (FR MH 6 (5' DIA))
INV OUT
383.28 (TO MH 4 (5' DIA))
MH 6 (5' DIA)
375
TOP 393.35
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375
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WEATHERS ST PROFILE
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1
1
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1
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0 50
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UTILITY EASEMENT
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UTILITY LEGEND
W
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W
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0
WATER VALVE
FIRE HYDRANT
00
BLOWOFF ASSEMBLY
STORM PIPE
® STREET LIGHT
UTILITY SEPARATION NOTES:
1. MINIMUM UTILITY HORIZONTAL SEPARATION DISTANCES
WATER AND SANITARY SEWER MAINS - 10 FT.
WATER/SANITARY SEWER AND OTHER UTILITIES - 3 FT.
SANITARY SEWER AND STORM SEWER MAINS - 3 FT.
2. MINIMUM UTILITY VERTICAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 18 IN.
WATER OVER STORM SEWER MAINS - 12 IN.
WATER UNDER STORM SEWER MAINS - 24 IN.
SANITARY SEWER AND STORM SEWER MAINS - 24 IN.
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
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DATE
0811912022
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DESIGNED BY
331
CHECKED BY
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WATER/SANITARY SEWER AND OTHER UTILITIES - 3 FT.
SANITARY SEWER AND STORM SEWER MAINS - 3 FT.
2. MINIMUM UTILITY VERTICAL SEPARATION DISTANCES:
WATER AND SANITARY SEWER MAINS - 18 IN.
WATER OVER STORM SEWER MAINS - 12 IN.
WATER UNDER STORM SEWER MAINS - 24 IN.
SANITARY SEWER AND STORM SEWER MAINS - 24 IN.
GENERAL CONTRACTOR
PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
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THAN PLAN, NOTIFY ENGINEER.
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WATER UNDER STORM SEWER MAINS - 24 IN.
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WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN 41
COUNTY, NCDEQ AND NCDOT STANDARDS, SHEET NO.
SPECIFICATIONS, AND DETAILS C5.11
400 EXISTING GRADE 400
FES 200 CLn
\ TOP 386.80
INV I 384.55 FR (200B -200C)
395 � 395
PROPOSED GRADE
9`Sce
390 �9 �C' \ 390
��
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129 LF
385 �� N _ �� 385
WATERLINE @ 1.00% 15 LF
24 CP
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380 380
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� INV IN 84.30 FR (104-115)
� INV IN 81.89 FR (104-118)
INV OUT 80.64 TO (103-104 )
395 \ 395
PROPOSED
� GRADE
390 140 � 390
15"RCP �
@ 1.7g/ 27 LF
� 15" RCP
@ 1.65%
385 � 385
380 380
8" DUCTILE IRON
WATERLINE
375 375
370 370
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� INV IN 84.30 FR (104-115)
� INV IN 81.89 FR (104-118)
INV OUT 80.64 TO (103-104 )
395 \ 395
PROPOSED
� GRADE
390 140 � 390
15"RCP �
@ 1.7g/ 27 LF
� 15" RCP
@ 1.65%
385 � 385
380 380
8" DUCTILE IRON
WATERLINE
375 375
370 370
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3
HOLDEN ROAD SECTION
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\ \ ` L - - I \ - _ _ - _ - - - yr - - - - - - - - - -
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\ \ \ \ \
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3'
2.5 SHOULDER
38.5' TRAVEL LAN
q
1 /4"/FT
22' TO GUTTER
ADDITIONAL 11'
WIDTH FOR
TURN LANE
1 /4"/FT
11' WITH
ADDITIONAL
MAX. 5.5' WIDTH
i i / - i / // //// / r / / . / ' / l' i / \
\ \ CONTRACTOR TO MILL 25' / \ \ \ I I 4 / // d' / / /
\ I I - / CONTRACTOR TO VERIFY t
\ \ \ FROM IMPROVEMENT \ i � I � I � I I ,� - o/
\ \\ \ i,60� I \\ \ /� fir' - \ 4.8 �> / /
\ \ \ ASPHALT OVERLAY END - ° \ 0 ' \o \'I l \� I / / I I I 1 �1 / / / LOCATION AND ELEVATION OF °/ I
\ \ \ I \ °� �i \ \ ` \\ _ / I I 1 I �� " \ I / / EXISTING STREAM PRIOR TO / / ( I I I 1 VARIABLE DEPTH 119.0B VARIABLE DEPTH S9.5B
WITH MILLED BUTT JOINTS \ �_ \
_ - / _ _ _ / I L\ N y" / / / / ENDWALL CONSTRUCTION / / // J \ \ I I \ \ \ _ _ _ - MIN. LIFT 2 Z" MIN. LIFT 1 2"
\ \ ` \ - \ II 1 - - ��` -� - _ �` _ ��� �- /' l / l/ I o / / ' \ \ - - - _ MAX. LIFT 4" MAX. LIFT 2"
\ \ \RW-l� _ __�-ram = N - - Z` / i�� I �� `1 l / / / i ! �/ _ \ 1
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J APPROX. 8LF WITH NCDOT-
\ ENDWALL STND. 838.40
\ v 11 +00 12+00 - 13+00 _ - - _ _ 14+00 - - .- \/ -�� _ - - I °\ e o \ \ \ \ VARIABLE DEPTH 625.OB
\ J 5+00 - - - - - - - _ EXISTING ASPHALT PAVEMENT _
10+00 - - ----- �� _ -- �_ -----
' � � _ _ MIN. LIFT 3"
\ _ _ _
_�-= ° _ 16+00- _ F 0- CONTRACTOR�` \ FROMMP OVEM NITL 25' MAX. LIFT 52" 3" MIN. MILL 1 J" MIN.
18 18+13.9 ASPHALT OVERLAY END 2
WITH MILLED BUTT JOINTS MILLED LAP JOINT TO BE -
WEDGING DETAIL: 6'MINWIDTHACROSS
R()Al•1\A/DV IhAPR()\/FKAF1\IT
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\ \ \
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13+00
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-+- _ 16+00o
150' 2°
° o o - i 17+00 0 0
PROPOSED WIDENING PLAN
RESURFACING
NOT TO SCALE
1-1/2" SURFACE MILL AND
OVERLAY TO EXISTING
CENTERLINE
WIDENING
--12-13'
----------------------
EXISTING PAVEMENT
-------------------------
OVERLAY DETAIL
NOT TO SCALE
--DECEL. 0 - 1818+13.94
I4 ' I 50, o°° oo° -
I O I STORAGE °o --_._ 4° 3 GENERAL CONTRACTOR
n ° ° ° PROPOSED STRIPING PLAN PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD
! I SURVEY SHALL VERIFY LOCATION, DEPTH, SIZE,
MATERIAL, AND CONDITION OF ALL EXISTING
UTILITIES. IN CASE OF CONFLICT OR IF DIFFERENT
3195 38
5 THAN PLAN, NOTIFY ENGINEER.
380
\
380
_
375
\
375
_
4' MIN. \
OUTSIDE OF
\
ASPHALT
\
\
370
370
BLOWOFF ASSEMBLY
-
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GRADE
FIRE HYDRANT
\
ASSEMBLY
\
365
\
\
365
f
3'MI
.
\
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360
1
PROPOSED 8" DIP
360
- -
WATERMAIN
PROPOSED 8" TEMPORARY
BLOWOFF ASSEMBLY
355
_
ANGLER ST - HOL
355
EN RD
8"
8" TEE
(3)
8" GV
8" X 6" TEE
EXISTING (2) 84"RCP
HYDRANT ASSEMBLY
350
350
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345
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345
340
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340
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ROAD WIDENING - HOLDEN RD PROFILE
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
5
0 50
PROFILE SCALE
CO
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MAX.
1 "/FT
6'
SHOULDER
0
1.5" MILL AND
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SAW CUT
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` - _ S-9.5C
EXISTING PAVEMENT
MILLING DETAIL
NOT TO SCALE
30" CURB &
GUTTER
5" B25.00
BASE COURSE
__112,1--
PAVEMENT SECTION
>6' WIDTH: 10" CABC, 4" 119.00, 3" S-9.5C
<6' WIDTH: 5" B25.00, 4" 119.00, 3" S-9.5C
OVERLAY AREAS: 1.5" S9.5C
GRADING NOTES
ALL PROPOSED CONTOURS SHOWN FOR THE ROAD WIDENING ARE
APPROXIMATE BASED ON THE SECTION REQUIRED BY THE TOWN OF
GARNER. CONTRACTOR SHALL ESTABLISH STRING LINES OR FORMS FOR
THE PROPOSED CURB AND HAVE THESE INSPECTED AND APPROVED OR
ADJUSTED BY NCDOT PRIOR TO ANY CONCRETE PLACEMENT.
CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL WEDGING OR MILLING
REQUIRED TO ESTABLISH THE PROPOSED GRADES.
SIGNAGE AND STRIPING SCHEDULE
O 6" WIDE PAINTED WHITE CROSSWALK LINE
O 4" WHITE SINGLE DASHED LINE MINI -SKIP @ T LINE, 9' SPACE
O 4" SINGLE SOLID WHITE LINE
O 4" DOUBLE SOLID YELLOW LINE
O WHITE 12" DIAGONAL PAVEMENT MARKING (45' SPACING AT 2:1 SLOPE)
O YELLOW 12" DIAGONAL PAVEMENT MARKING (45' SPACING AT 2:1 SLOPE)
O DIRECTIONAL PAVEMENT MARKINGS
O NCDOT R101 STOP SIGN MOUNTED ON POST PER SPECIFICATIONS
O NCDOT OM1-3 AND R4-7 SIGNS MOUNTED ON POST PER SPECIFICATIONS
10 2' WIDE PAINTED WHITE STOP BAR
NOTES:
1. COORDINATE ALL STRIPING OF ROADS WITHIN NCDOT ROW WITH NCDOT.
2. ALL MARKINGS ARE TO BE THERMOPLASTIC AND SHALL CONFORM WITH NCDOT
STANDARD 1205 "PAVEMENT MARKINGS".
3. ALL EXISTING PAVEMENT MARKINGS SHALL BE ERADICATED PER NCDOT SPECIFICATIONS
PRIOR TO PLACEMENT OF MARKING SHOWN HEREIN.
TRAFFIC CONTROL NOTES
1. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
SIGN
STOP
2. ALL SIGNS SHALL BE MOUNTED WITH 5-FT MIN. VERTICAL CLEARANCE TO THE
BOTTOM OF THE SIGN ON 2-LB. GALV. STEEL U-CHANNEL POST SET IN 3-FT
DEEP x 12-IN DIA. CONCRETE FOOTING.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH WAKE COUNTY STANDARDS
AND SPECIFICATIONS.
4. ALL SIGNAGE SHALL BE FIELD STAKED AND THE LOCATIONS APPROVED BY NCDOT
INSPECTOR PRIOR TO SIGN INSTALLATION.
5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY NCDOT.
SCALE 1 "=50'
0 50' 100,
17+00 18+00 19+00 19+50 ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
LEGEND
ADJACENT PROPERTY LINE
PROPOSED RIGHT-OF-WAY
- - - PROPOSED LOT LINE
-100- - EXISTING CONTOUR
PROPOSED CONTOUR
DRAINAGE EASEMENT
SANITARY SEWER EASEMENT
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380
378
376
374
372
370
368
366
364
362
360
358
384
382
380
378
376
374
372
370
368
366
364
362
360
358
384
382
380
378
376
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372
370
368
366
364
362
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386
384
382
380
378
376
374
372
370
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386
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382
380
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374
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11 +50.00
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WATERLINE
-40 -20 0 20 40
11 +00.00
PROPOSED 8" DIP
WATERLINE
-40 -20 0 20 40
10+50.00
-40 -20 0 20 40
10+00.00
-40 -20 0 20 40
Q:
378 366
376 364
374 362
372 360
370 358
368 356
366 354
364 352
362 350
360 348
358 346
378 372
376 370
374 368
372 366
370 364
368 362
366 360
364 358
362 356
360 354
358 352
'41-
382 374
380 372
378 370
376 368
374 366
372 364
370 362
368 360
366 358
364 356
362 354
360 352
376
374
372
370
368
386 366
384 364
382 362
380 360
378 358
376 356
374 354
372 352
370 350
368 348
380
378
376
374
372
370
368
388 366
386 364
384 362
382 360
380 358
378 356
376 354
374 352
372 350
370 348
14+50.00
E PROPOSED 8" DIP
WATERLINE
-40 -20 0 20 40
14+00.00
PROPOSED 8" DIP
WATERLINE
-40 -20 0 20 40
13+50.00
PROPOSED 8" DIP
WATERLINE
-40 -20 0 20 40
13+00.00
PROPOSED 8" DIP
WATERLINE
-40 -20 0 20 40
12+50.00
PROPOSED 8" DIP
WATERLINE
-40 -20 0
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
20 40
366
364
362
360
358
356
354
352
350
348
346
372
370
368
366
364
362
360
358
356
354
352
374
372
370
368
366
364
362
360
358
356
354
352
376
374
372
370
368
366
364
362
360
358
356
354
352
350
348
380
378
376
374
372
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364
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366
364
362
360
358
356
354
352
350
348
346
366
364
362
360
358
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354
352
350
348
346
344
342
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360
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350
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344
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340
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364
362
360
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352
350
348
346
344
342
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366
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362
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354
352
350
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344
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17+00.00
-40 -20 0 20 40
16+50.00
-40 -20 0 20 40
16+00.00
-40 -20 0 20 40
15+50.00
PROPOSED 8" DIP
WATERLINE
-40 -20 0 20 40
15+00.00
PROPOSED 8" DIP
WATERLINE
-40 -20 0 20 40
366
364
362
360
358
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344
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350 368
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348 358
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18+13.94
-40 -20 0 20 40
18+00.00
-40 -20 0 20 40
17+50.00
-40 -20 0
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH ALL TOWN OF YOUNGSVILLE, FRANKLIN
COUNTY, NCDEQ AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAILS
20 40
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370
368
366
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360
358
356
372
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