NC0023086_Final Drawing_20180316

WASTEWATER TREATMENT
• I -•• • 11
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GRAHAM COUNTY, NORTH CAROLINA
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-FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION
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55 BROAD STREET ASHEVILLE, NC 28801 PH. [phone] FIRM LICENSE # C-0459
FEBRUARY 2018

(CONT.)
RECP ROLLED EROSION CONTROL
PRODUCT (NAG S75)
RR RR RR RIPRAP LINED DITCH
GL GL GRASS LINED DITCH
P P PAVED DITCH
- - - - - - - - - - ROOF LEADER
Q:Standards/Legends/ECSD-McGILL Legend.dwg
S GENERAL SEWER NOTES
34 UPDATED MARCH, 2017
1. ALL CONSTRUCTION OUTSIDE RIGHTS-OF-WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND TEMPORARY
ACCESS EASEMENTS SHOWN.
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE,
OR AS NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED
IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, CONTRACTOR MUST
NOTIFY EXISTING UTILITY OWNERS. CALL 811 BEFORE YOU DIG.
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF NORTH
CAROLINA.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE.
CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED DURING
CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS PERTAINING
TO CONSTRUCTION OPERATIONS.
7. SEWER FORCE MAINS AND WATER LINES SHALL HAVE 3'-0" MINIMUM COVER UNLESS OTHERWISE SHOWN ON
THE DRAWINGS.
8. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18" VERTICAL
SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE
10' EITHER SIDE OF THE CROSSING.
9. SEWER AND STORM SEWER LINES SHALL HAVE A MINIMUM 24" SEPARATION. IF 24" SEPARATION IS NOT
OBTAINABLE, DUCTILE IRON PIPE SHALL BE USED FOR THE SEWER LINE OR A SUPPORTING MATERIAL SUCH AS
FLOWABLE FILL SHALL BE INSTALLED BETWEEN THE PIPES.
10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11. UNLESS OTHERWISE NOTED, ALL BURIED PIPE SHALL BE INSTALLED WITH PUSH -ON JOINTS AND EXPOSED PIPING
SHALL BE FLANGED JOINT.
12. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
13. SITE TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SURVEYOR NOTED ON PLANS.
14. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING CLOSED
FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMENT,
COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY. ALL TRAFFIC CONTROL SHALL
CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
15. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND 24
HOURS PRIOR TO CONSTRUCTION.
16. LOCATIONS SHOWN FOR SANITARY SEWER SERVICES ARE ASSUMED. COORDINATE LOCATIONS OF ALL PROPOSED
SEWER SERVICE CONNECTIONS WITH PROPERTY OWNER PRIOR TO CONSTRUCTION.
17. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED MANHOLE TOP ELEVATIONS AND EXISTING MANHOLE INVERTS
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL ADJUST ALL
PROPOSED SEWER STRUCTURES TO MATCH FINISHED PAVEMENT ELEVATIONS. COSTS OF RAISING STRUCTURES
SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK ON THE PROJECT.
18. MANHOLES AND CASTINGS SHALL MEET THE REQUIREMENTS OF OWNER AS WELL AS THE PROJECT
SPECIFICATIONS.
19. 4" SANITARY SEWER SERVICE LINES SHALL BE INSTALLED AT 2.0% MINIMUM SLOPE AND SHALL BE DUCTILE
IRON IN PAVED AREAS.
20. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A WORKMANLIKE
MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S
EXPENSE.
21. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED UTILITY LINE.
WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED DURING CONSTRUCTION
OF THE PROPOSED UTILITY LINE AND RE-LAID AT NO ADDITIONAL COST TO THE OWNER.
22. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION AND
SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. NO
OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE
SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A
SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED
ON THE ROAD TO AID IN THE CLEAN UP AFTER CONSTRUCTION. A MINIMUM OF 2" OF SAND SHALL BE PLACED
ON THE ROAD PRIOR TO STOCKPILING SPOIL MATERIAL ON THE ROAD SURFACE TO FACILITATE CLEANUP.
23. CONTRACTOR SHALL MAINTAIN SEWAGE FLOW IN SEWER SYSTEM AT ALL TIMES AND SHALL PROVIDE BYPASS
PUMPING AND/OR PIPING AS REQUIRED. NO SANITARY SEWER OVERFLOWS ARE PERMITTED.
NOTE:
FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION
EXISTING CONDITIONS LEGEND
TELEPHONE PEDESTAL
PROPOSED EROSION CONTROL
ELECTRIC PEDESTAL
C GENERAL EROSION CONTROL NOTES
CABLE TV PEDESTAL
®
43 UPDATED MARCH, 2017
AND STORM DRAINAGE LEGEND
UNDERGROUND CABLE TV SIGN
MON
UNDERGROUND FIBER OPTIC CABLE SIGN
0RBF
UNDERGROUND TELEPHONE CABLE SIGN
ROCK PIPE INLET PROTECTION
1.
FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY
UNDERGROUND ELECTRIC LINE SIGN
®CPHUB
MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE
0
UTILITY POLE
FOR UNCLASSIFIED EXCAVATION.
GUY WIRE ANCHOR
coo) O
MANHOLE
TEMPORARY EXC. DROP INLET PROTECTION
2.
UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM
STORM DRAIN MANHOLE
A
THICKNESS, WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS
40
COMMUNICATION MANHOLE
DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION
■ ■ ■ ■
66
EQUAL TO OR GREATER THAN 95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND
TEMPORARY BLOCK & GRAVEL INLET PROTECTION
JUNCTION BOX
PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
Q
ELEVATION
ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE -DENSITY RELATIONSHIP TEST,
O C.O.
SEWER CLEAN-OUT
ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS.
ELECTRIC SERVICE STUB -OUT
3.
ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON
SOD DROP INLET PROTECTION
CATCH BASIN
ANY AREA NOT CLEARED AND GRUBBED.
CURB INLET
0
WATER METER
A
4.
ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED
® ROCK DOUGHNUT INLET PROTECTION
Ia BLOW OFF VALV.
PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT
b
GAS METER
FENCES, ETC., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT
GAS VALVE
D°
AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S
D4
POST INDICATOR VALVE
APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING. IF DURING
'����■���i#,
�:
THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR
:� TEMPORARY SEDIMENT TRAP
CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EXTRA COST, AND
WI.-
ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS
DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE TO ANY
TOP &TOE LINES
APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEDIMENT BASIN
SEPARATE COVER.
5.
DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY
ROCK DAM
DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
Z
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MUST BE
PLACED IN SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE
WATTLE TYPE CHECK DAM
SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER
OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE
U
- - - - - CTV-
AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS
CTV-
APPROXIMATE LOCATION OF
WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE.
SKIMMER SEDIMENT BASIN
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE
Z
APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY
AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE,
POROUS BAFFLES
DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY,
HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
CTV
D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES. WHEN
BURNING IS ANTICIPATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
STABILIZED CONSTRUCTION ENTRANCE
NECESSARY PERMITS AND MEETING GOVERNING CODES. THE CONTRACTOR SHALL NOTIFY
THE ENGINEER OR HIS REPRESENTATIVE AS TO THE SPECIFIC LOCATION OF BURNING.
-----FOC-----FOC-
Q STORM MANHOLE
APPROXIMATE LOCATION OF
UNDERGROUND FIBER OPTIC CABLE LINE
AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL
Wa
DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B"
O JUNCTION BOX
ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF
JB
WAITING FOR A "BURNING DAY".
6.
IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
J
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE
O
----E-----E
AS DIRECTED BY THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS,
APPROXIMATE LOCATION OF
UNDERGROUND ELECTRIC LINE
UNLESS SPECIFIED OTHERWISE.
Q:Standards/Legends/ECSD-McGILL Legend.dwg
7.
THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY
Z
Z
SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
8.
THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS
AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES.
ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE
E
SPECIFICATIONS.
9.
ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED
ACCORDING TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH,
O
FREE OF ALL ROCKS LARGER THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND
PROPOSED EROSION CONTROL
T
GOUGES PRIOR TO SEEDING; THE SURFACE SHALL BE LOOSENED TO A DEPTH OF t4"-6" TO
ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST
OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE
AND STORM DRAINAGE L E G E N D
PERFORMED BY A MECHANICAL "HYDRO -SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA
UNDERGROUND TELEPHONE LINES
BY AREA APPROVAL BY THE ENGINEER.
I -um
10.
WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO
CURB INLET WITH
T
AASHTO M-36, WITH RE -ROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS. 18" PIPE
APPROXIMATE LOCATION OF
SHALL BE 16 GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE
CI TEMPORARY INLET PROTECTION
12 GAUGE AS SPECIFIED ON THE PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT 1032-3
z
FOR PLAIN PIPE OR 1032-4 (A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS
DROP INLET WITH
SHALL NOT BE USED.
® DI/Yl TEMPORARY INLET PROTECTION
WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO
"B"
DROP INLET WITH TEMPORARY
AASHTO M-170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032-9 FOR WALL TYPE.
O
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). SMOOTH
INLET PROTECTION (WATTLE)
TREELINE
SHRUBLINE
WALL INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH # 57 WASHED STONE UP TO MIN. 6" OVER
W
THE TOP OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE
LIMITS OF DISTURBED AREA
U
"HANCOR BLUE SEAL" OR APPROVED EQUAL.
TEMPORARY SILT FENCE
ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2 CORRUGATED STEEL
<
MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M-36. THE PIPE SHALL BE
LEVEL SPREADER
- -
MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF
PROPERTY LINE NOT SURVEYED
AASHTO M-274. ALL PIPE SHALL BE FURNISHED WITH RE -ROLLED ENDS AND SHALL BE JOINED WITH
j
HUGGER BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24" DIAMETER
000000000000000000000000
SHALL BE 16 GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER
STORM DRAINAGE PIPE
SHALL BE 12 GAUGE.
Z
STORM DRAINAGE PIPE WITH
11.
CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
STREAM LINE
FLARED END SECTION AND
12.
CATCH BASINS CAST -IN-PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD
RIPRAP OUTLET PROTECTION
-
SPECIFICATIONS FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840-1 THROUGH 840-3.
CENTERLINE ROADS
CURB INLET CATCH BASIN SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02
THROUGH 840.04. DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION
FLARED END SECTION WITH
BOXES SHALL CONFORM TO STANDARD DETAIL 840.31.
RIPRAP OUTLET PR0TECTI0N
13.
CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R -3233D, PRODUCTS BY DEWEY BROS.,
U.S. FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R -3339A OR EQUAL.
FIELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
-mm TEMPORARY SLOPE DRAIN
14.
CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT
CENTERLINE OTHER THAN ROADS
STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL
BE CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000,
CHECK DAM
CONSTRUCTED IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS
SWAM PLINE/WETLANDS
OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND/OR 834.
TD --+ TD TEMPORARY DIVERSION DITCH
15.
TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
PD SPD PERMANENT DIVERSION DITCH
16.
TINDALL PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
IPS
RECP ROLLED EROSION CONTROL
PRODUCT (NAG S75)
RR RR RR RIPRAP LINED DITCH
GL GL GRASS LINED DITCH
P P PAVED DITCH
- - - - - - - - - - ROOF LEADER
Q:Standards/Legends/ECSD-McGILL Legend.dwg
S GENERAL SEWER NOTES
34 UPDATED MARCH, 2017
1. ALL CONSTRUCTION OUTSIDE RIGHTS-OF-WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND TEMPORARY
ACCESS EASEMENTS SHOWN.
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE,
OR AS NOTED.
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED
IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, CONTRACTOR MUST
NOTIFY EXISTING UTILITY OWNERS. CALL 811 BEFORE YOU DIG.
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF NORTH
CAROLINA.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE.
CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED DURING
CONSTRUCTION.
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS PERTAINING
TO CONSTRUCTION OPERATIONS.
7. SEWER FORCE MAINS AND WATER LINES SHALL HAVE 3'-0" MINIMUM COVER UNLESS OTHERWISE SHOWN ON
THE DRAWINGS.
8. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18" VERTICAL
SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE
10' EITHER SIDE OF THE CROSSING.
9. SEWER AND STORM SEWER LINES SHALL HAVE A MINIMUM 24" SEPARATION. IF 24" SEPARATION IS NOT
OBTAINABLE, DUCTILE IRON PIPE SHALL BE USED FOR THE SEWER LINE OR A SUPPORTING MATERIAL SUCH AS
FLOWABLE FILL SHALL BE INSTALLED BETWEEN THE PIPES.
10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11. UNLESS OTHERWISE NOTED, ALL BURIED PIPE SHALL BE INSTALLED WITH PUSH -ON JOINTS AND EXPOSED PIPING
SHALL BE FLANGED JOINT.
12. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
13. SITE TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY SURVEYOR NOTED ON PLANS.
14. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING CLOSED
FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMENT,
COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY. ALL TRAFFIC CONTROL SHALL
CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
15. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND 24
HOURS PRIOR TO CONSTRUCTION.
16. LOCATIONS SHOWN FOR SANITARY SEWER SERVICES ARE ASSUMED. COORDINATE LOCATIONS OF ALL PROPOSED
SEWER SERVICE CONNECTIONS WITH PROPERTY OWNER PRIOR TO CONSTRUCTION.
17. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED MANHOLE TOP ELEVATIONS AND EXISTING MANHOLE INVERTS
PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL ADJUST ALL
PROPOSED SEWER STRUCTURES TO MATCH FINISHED PAVEMENT ELEVATIONS. COSTS OF RAISING STRUCTURES
SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK ON THE PROJECT.
18. MANHOLES AND CASTINGS SHALL MEET THE REQUIREMENTS OF OWNER AS WELL AS THE PROJECT
SPECIFICATIONS.
19. 4" SANITARY SEWER SERVICE LINES SHALL BE INSTALLED AT 2.0% MINIMUM SLOPE AND SHALL BE DUCTILE
IRON IN PAVED AREAS.
20. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A WORKMANLIKE
MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S
EXPENSE.
21. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED UTILITY LINE.
WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED DURING CONSTRUCTION
OF THE PROPOSED UTILITY LINE AND RE-LAID AT NO ADDITIONAL COST TO THE OWNER.
22. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION AND
SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. NO
OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE
SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A
SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED
ON THE ROAD TO AID IN THE CLEAN UP AFTER CONSTRUCTION. A MINIMUM OF 2" OF SAND SHALL BE PLACED
ON THE ROAD PRIOR TO STOCKPILING SPOIL MATERIAL ON THE ROAD SURFACE TO FACILITATE CLEANUP.
23. CONTRACTOR SHALL MAINTAIN SEWAGE FLOW IN SEWER SYSTEM AT ALL TIMES AND SHALL PROVIDE BYPASS
PUMPING AND/OR PIPING AS REQUIRED. NO SANITARY SEWER OVERFLOWS ARE PERMITTED.
NOTE:
FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION
EXISTING CONDITIONS LEGEND
IL
TELEPHONE PEDESTAL
°
ELECTRIC PEDESTAL
®
CABLE TV PEDESTAL
®
SIGN
®DOT
UNDERGROUND CABLE TV SIGN
MON
UNDERGROUND FIBER OPTIC CABLE SIGN
0RBF
UNDERGROUND TELEPHONE CABLE SIGN
o PK NL
UNDERGROUND GAS LINE SIGN
UNDERGROUND ELECTRIC LINE SIGN
®CPHUB
LIGHT POLE
0
UTILITY POLE
v
GUY WIRE ANCHOR
coo) O
MANHOLE
CP/NL GPS
SANITARY SEWER MANHOLE
0CP/TEMP
STORM DRAIN MANHOLE
A
STAKE FOUND
40
COMMUNICATION MANHOLE
APPROXIMATE LOCATION OF
INTERSTATE HIGHWAY
66
ELECTRICAL MANHOLE
x
JUNCTION BOX
1'
Q
ELEVATION
SPIGOT/YARD HYDRANT
O C.O.
SEWER CLEAN-OUT
0 E.SS
ELECTRIC SERVICE STUB -OUT
0 G.SS
GAS SERVICE STUB -OUT
®
CATCH BASIN
®
CURB INLET
0
WATER METER
A
FIRE HYDRANT
WATER VALVE
Ia BLOW OFF VALV.
BLOW OFF VALVE
b
GAS METER
b
GAS VALVE
D°
IRRIGATION CONTROL VALVE
D4
POST INDICATOR VALVE
®
ELECTRIC JUNCTION BOX OR OUTLET
IL
CALCULATED POINT
0
1/2" REBAR SET WITH CAP
®
CONCRETE MONUMENT
®
RIGHT-OF-WAY MONUMENT
®DOT
x x
MON
D.O.T. CONTROL POINT
0RBF
REBAR FOUND
o PK NL
PK NAIL FOUND / SET
SPINDLE FOUND / SET
®CPHUB
I-7
0
HUB & TACK SET
I --I
CONTROL POINT NAIL SET / FOUND
coo) O
CP/NL GPS
CONTROL POINT/NAIL SET GPS
0CP/TEMP
CONTROL POINT TEMPORARY MARK
A
STAKE FOUND
40
s
APPROXIMATE LOCATION OF
INTERSTATE HIGHWAY
66
x
U.S. HIGHWAY
FFE
Q
ELEVATION
FINISHED FLOOR ELEVATION
o MW
MONITORING WELL
0
PIEZOMETER
0
LANDFILL GAS MONITORING PROBE
0
SURFACE WATER SAMPLING LOCATION
6m
LANDFILL GAS VENT
O
LANDFILL GAS COLLECTION WELLHEAD
POTABLE WATER WELL
MAILBOX OR PAPER BOX
°PB
POSTAL DROP BOX
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M=332
NO. DATE BY REVISION DESCRIPTION

BACKFILL
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COPPER TRACI
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NOTES:
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND HEALTH
REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
2. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH
SHALL BE FOR ACTUAL QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE LENGTH
OF THE TRENCH REQUIRING UNDERCUT X 6" DEPTH INCREMENTS TO THE DEPTH REQUIRED.
4. CLASS I EMBEDMENT SHALL BE NCDOT STANDARD # 67 STONE OR APPROVED EQUAL. FOUNDATION STONE
SHALL BE NCDOT STANDARD # 57, # 67 STONE, RAILROAD BALLAST OR APPROVED EQUAL.
PIPE
TRENCHING DETAILS
UPDATED MARCH, 2017
NOT TO SCALE
A
1/2" EXPANSION JOINT row—B
1/2" EXPANSION
JOINT
SAWGUT EDvE 0E"
° E`%STPNG WALK '
TOOLED JOINT ;
a :CONCRETE SIDEWALK,
SAWCUT EDGE OF • , . •d " TOOLED JOINT
EXISTING WALK
.4.
,
' A
°
ASPHALTIC EXPANSION
JOINT ® 30' O.C. SEALi� FINISH GRADE
WITH RUBBERIZED ASPHALT B
PLAN
BROOM FINISH SURFACE
PERPENDICULAR TO DIRECTION
OF TRAFFIC
V—SHAPED 5'
TOOLED JOINT
1/8" TO 1/4" 4" CONCRETE SIDEWALK
JOINT SEALER 1/8" RADIUS 1,.
SLOPE 1/4" PER FOOT
1
119" JOINT FILLER �I� 1 /2"
�N\EXPANS
APED
30' 0. C. SIDEWALK H
& ADJACEON JOINTS NT
TOOLED JOINSSPACING
TO ALL RIGID OBJECTS AT WIDTH OF SIDEWALK
4" MIN. COMPACTED ABC
SECTION A -A SECTION B -B
CONSTRUCTION NOTES:
1. SIDEWALK SHALL BE CONSTRUCTED WITH 4000 PSI CONCRETE.
2. SIDEWALK SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
MARKS PERPENDICULAR TO THE TRAFFIC.
CONCRETE SIDEWALK
UPDATED MARCH, 2017
NOT TO SCALE
NOTE:
FINAL DRAWING — FOR REVIEW PURPOSES ONLY — NOT RELEASED FOR CONSTRUCTION
FINISH GRADE
5' STE
(MIN.
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
(MIN. 14 GAUGE 6"X6" WIRE)
6' MAX EXTRA STRENGTH FABRIC WITHOUT
WIRE FENCE
WIRE
FENCE
FILTER
FABRIC EXISTING
STEEL GROUND
POST
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
UPSLOPE
(DISTURBED AREA)
N
SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SQFT)
<2% 100 10,000
2 TO 5% 75 7,500
5 TO 10% 50 5,000
10 TO 20% 25 2,500
>20% 15 1,500
JG
NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDEQ LAND QUALITY
SECTION DESIGN MANUAL: 6.62.
K*E"­C SILT FENCE
Q -.,)
UPDATED MARCH, 2017
NOT TO SCALE
REVISION DESCRIPTION
PLAN
SYMBOL
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U
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IN UNSTABLE SOILS TYPES
PIPE IN WET OR UNSTABLE CONDITIONS
ALL PIPE TYPES
(AS DIRECTED BY ENGINEER)
NOTES:
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND HEALTH
REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
BE FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
2. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH
SHALL BE FOR ACTUAL QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE LENGTH
OF THE TRENCH REQUIRING UNDERCUT X 6" DEPTH INCREMENTS TO THE DEPTH REQUIRED.
4. CLASS I EMBEDMENT SHALL BE NCDOT STANDARD # 67 STONE OR APPROVED EQUAL. FOUNDATION STONE
SHALL BE NCDOT STANDARD # 57, # 67 STONE, RAILROAD BALLAST OR APPROVED EQUAL.
PIPE
TRENCHING DETAILS
UPDATED MARCH, 2017
NOT TO SCALE
A
1/2" EXPANSION JOINT row—B
1/2" EXPANSION
JOINT
SAWGUT EDvE 0E"
° E`%STPNG WALK '
TOOLED JOINT ;
a :CONCRETE SIDEWALK,
SAWCUT EDGE OF • , . •d " TOOLED JOINT
EXISTING WALK
.4.
,
' A
°
ASPHALTIC EXPANSION
JOINT ® 30' O.C. SEALi� FINISH GRADE
WITH RUBBERIZED ASPHALT B
PLAN
BROOM FINISH SURFACE
PERPENDICULAR TO DIRECTION
OF TRAFFIC
V—SHAPED 5'
TOOLED JOINT
1/8" TO 1/4" 4" CONCRETE SIDEWALK
JOINT SEALER 1/8" RADIUS 1,.
SLOPE 1/4" PER FOOT
1
119" JOINT FILLER �I� 1 /2"
�N\EXPANS
APED
30' 0. C. SIDEWALK H
& ADJACEON JOINTS NT
TOOLED JOINSSPACING
TO ALL RIGID OBJECTS AT WIDTH OF SIDEWALK
4" MIN. COMPACTED ABC
SECTION A -A SECTION B -B
CONSTRUCTION NOTES:
1. SIDEWALK SHALL BE CONSTRUCTED WITH 4000 PSI CONCRETE.
2. SIDEWALK SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
MARKS PERPENDICULAR TO THE TRAFFIC.
CONCRETE SIDEWALK
UPDATED MARCH, 2017
NOT TO SCALE
NOTE:
FINAL DRAWING — FOR REVIEW PURPOSES ONLY — NOT RELEASED FOR CONSTRUCTION
FINISH GRADE
5' STE
(MIN.
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
(MIN. 14 GAUGE 6"X6" WIRE)
6' MAX EXTRA STRENGTH FABRIC WITHOUT
WIRE FENCE
WIRE
FENCE
FILTER
FABRIC EXISTING
STEEL GROUND
POST
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
UPSLOPE
(DISTURBED AREA)
N
SLOPE SLOPE LENGTH(FT) MAXIMUM AREA(SQFT)
<2% 100 10,000
2 TO 5% 75 7,500
5 TO 10% 50 5,000
10 TO 20% 25 2,500
>20% 15 1,500
JG
NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDEQ LAND QUALITY
SECTION DESIGN MANUAL: 6.62.
K*E"­C SILT FENCE
Q -.,)
UPDATED MARCH, 2017
NOT TO SCALE
REVISION DESCRIPTION
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AND LOCK WASHER (TYP.)
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HOLE DIA.='C' PLUS Y6" —
'D' FLAT BAR
'C' BOLT DIA.
m
NOTES:
1. WHEN USED WITH FLANGED PIPING, INCREASE 'B' DIMENSION BY 2 IN.
MINIMUM TO PROVIDE 2" MINIMUM CLEARANCE FROM CONCRETE FACE.
2. THIS PIPE SUPPORT DETAIL IS SUITABLE FOR PIPE SIZES 3/4 IN.
THRU 6 IN. DIAMETER ONLY.
FINISHED GRADE
w
w
u
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COMPACTED BACKFILL
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"C"
BOLT
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SIZE
MAX.
SUPPORT
SPACING
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3/4
5 15/16
2 Y2
3/8
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a
COMPACTED BACKFILL
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rS-"' PLUG VALVE
29 UPDATED MARCH, 2017
NOT TO SCALE
CAST OR CORE DRILLED HOLE INSTALLATION
M LINK -SEAL INSTALLATION
4`Z UPDATED MARCH, 2017
NOT TO SCALE
ALL
ERIC SEAL ELEMENT
L (C, L, S-316, 0 OS -316, T)
RE PLATE
PIPE
DIMENSIONS IN INCHES
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PIPE
DIA.
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"B"
SEE
NOTE 2
"C"
BOLT
DIA.
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FLAT BAR
SIZE
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SUPPORT
SPACING
(FEET)
3/4
5 15/16
2 Y2
3/8
36X1 Y4
4
1
6 Y4
2 5/8
3/8
36X1 Y4
4
1 Y4
5 1Y6
2 3/4
3/8
36X1 Y4
4
1 Y2
6 15/16
3
3/8
36X1 Y4
4
2
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3 3/4
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4
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10 51'6
4 Y4
Y2
Y4x1 Y4
4
6
14 3/8
5 5/6
5/8
3/8x1 Y2
4
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43 MODIFIED FOR THIS PROJECT
NOT TO SCALE
I I ^A I
PIP
m:a*111
FLANGE PIPE OR PIPE FITTING
VARIES) DRILL AND TAP FOR
'.T
1Y2 GATE VALVE
THREADED ENDS
1Y2 BRASS ADAPTER
%" LONG STD.
PIPE THREAD ON
VALVE SIDE
1Y2 BRASS NIPPLE
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j!Z TYPICAL 1-1/2" FLUSHING CONNECTION
\L4j MODIFIED FOR THIS PROJECT
NOT TO SCALE
NOTE:
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REVISION DESCRIPTION
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