20130685 Ver 1_Site Plan_20130705

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TEL.
TELEPHONE PEDESTAL
REBAR FOUND
PED.
OPEN TOP IRON PIN FOUND
CTIPF
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ELECTRIC PEDESTAL
CONCRETE MASONRY UNIT
R/W
RIGHT OF WAY
CL,
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CABLE TV PEDESTAL
CURVE (SEE CURVE TABLE)
POB
SIGN
CID
SIGN
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INTERSTATE HIGHWAY
PLAT BOOK
66
U.S. HIGHWAY
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CONCRETE MONUMENT
BUILDING
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RIGHT -OF -WAY MONUMENT
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CONCRETE
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UTILITY POLE
DUCTILE IRON PIPE
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GALVANIZED IRON PIPE
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SANITARY SEWER MANHOLE
RCP
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STORM DRAIN MANHOLE
UNDERGROUND
G TPMH
TELEPHONE MANHOLE
PVC
G FOMH
FIBER OPTIC MANHOLE
FINISHED FLOOR ELEVATION
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ELECTRICAL MANHOLE
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APPROXIMATE LOCATION OF
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EXISTING SEWER LINES
APPROXIMATE LOCATION OF
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EXISTING WATER LINES
APPROXIMATE LOCATION OF
---- G-----
G - - - - -G
EXISTING GAS LINES
TOP & TOE LINES
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DITCH LINES
APPROXIMATE LOCATION OF
UNDERGROUND CABLE TV LINE
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APPROXIMATE LOCATION OF
OVERHEAD CABLE TV LINE
APPROXIMATE LOCATION OF
UNDERGROUND FIBER OPTIC CABLE LINE
APPROXIMATE LOCATION OF
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UNDERGROUND ELECTRIC LINE
APPROXIMATE LOCATION OF
E
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OVERHEAD ELECTRIC LINE
APPROXIMATE LOCATION OF
---- T-----
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UNDERGROUND TELEPHONE LINES
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APPROXIMATE LOCATION OF
OVERHEAD TELEPHONE LINES
-
RIGHT -OF -WAY
- -ROW-
TREES /SHRUBS
TREELIKE
IPS
IRON PIN SET
RBF
REBAR FOUND
OTIPF
OPEN TOP IRON PIN FOUND
CTIPF
CRIMPED TOP IRON PIN FOUND
CMU
CONCRETE MASONRY UNIT
R/W
RIGHT OF WAY
CL,
CENTERLINE
C
CURVE (SEE CURVE TABLE)
POB
POINT OF BEGINNING
CID
CALCULATED POINT
PB
PLAT BOOK
DB
DEED BOOK
L
LINE (SEE LINE TABLE)
BLDG
BUILDING
CIP
CAST IRON PIPE
CMP
CORRUGATED METAL PIPE
CONC
CONCRETE
CMU
CONCRETE MASONRY UNIT
CPP
CORRUGATED PLASTIC PIPE
DIP
DUCTILE IRON PIPE
E &T
ELECTRIC & TELEPHONE
FOC
FIBER OPTIC CABLE
GIP
GALVANIZED IRON PIPE
0/H
OVERHEAD
RCP
REINFORCED CONCRETE PIPE
U/G
UNDERGROUND
VCP
VITRIFIED CLAY PIPE
PVC
POLYVINYL CHLORIDE PIPE
FFE
FINISHED FLOOR ELEVATION
V.I.F.
VERIFY IN FIELD
BM
BENCH MARK
• •:
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY
MAKE GRADE CHA.114GES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE
FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWIS= STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM
THICKNESS WITH ViATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS
DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION
EQUAL TO OR GREATER THEN 95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND
PARKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE- DENSITY RELATIONSHIP TEST,
ASTM D698 OR AASHTO -99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS.
3. ENTIRE AREA TO EE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON
ANY AREA NOT CLEARED OR GRUBBED.
4. ALL SOIL EROSION: CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED
PRIOR TO DEMOLI dJON OR EARTHWORK. ALL EROSION CONTROL DEVICES SUCH AS SILT
FENCES, ETC.., SH'A'LL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT
AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S
APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO DEMOLITION. IF DURING
THE LIFE OF THE 'PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR
CREATES "GULLIES` AND "WASHED AREAS ", THESE SHALL BE REPAIRED AT NO EXTRA COST AND
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
APPROVED EROSIOIN CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5. DISPOSABLE MATERIAL
A. CLEARING ACID GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY
DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE
PLACED IN SPECIFIED DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE
SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER
OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE
AREAS. WHE'N DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS
WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE
APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIED UTILITY
AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE,
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.
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS
DIRECTED BY THE ENGINEER, ALL WORK SHALL BE PAID BASED UPON UNIT BIDS UNLESS
SPECIFIED OTHERWISE.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY
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
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, FREE OF ALL
ROCKS LARGER THAN 3 ", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO
SEEDING. THE SURFIACE SHALL BE LOOSENED TO A DEPTH OF f4 " -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 PERFORMED BY A MECHANICAL
"HYDRO- SEEDER HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA APPROVAL BY THE
ENGINEER.
1. PROPERTY AND R. GHT -OF -WAY INFORMATION ARE FROM A SURVEY PERFORMED BY
McGILL ASSOCIATES ON SEPTEMBER 14, 2012 AND GIS DATA.
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 BEFORE YO,,J DIG, NORTH CAROLINA ONE CALL (1- 800 - 632 - 4949).
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE
NORTH CAROLINA 'DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION
OF WATER POLLUTION CONTROL.
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE
CONSTRUCTION SB'TE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE
LEVIED DUE TO POLLUTION CREATED DURING CONSTRUCTION.
6. CONTRACTOR SHAILL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO
CONSTRUCTION OPERATIONS.
7. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
8. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY
ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO THE LOCAL
NEWSPAPER, RAD.O STATION, FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT,
AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT AGENCY. ALL TRAFFIC
CONTROL SHALL (CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION.
9. ALL FENCES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL
IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION
PRACTICES AT TH,r CONTRACTOR'S EXPENSE.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING
CONSTRUCTION A`0 SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA
DEPARTMENT OF 'TRANSPORTATION. SAND OR A SIMILAR MATERIAL APPROVED BY THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED AS A PROTECTIVE
BARRIER BETWEEN TRACK EQUIPMENT AND THE ROAD AND CLEANED UP PROPERLY AFTER
CONSTRUCTION.
IN
EROSION CONTROL
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY
SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
1. PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE
"EROSION AND SEDIMENT CONTROL APPROVAL" FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES, DIVISION OF LAND QUALITY, OR THE LOCAL AUTHORIZED PROGRAM. THE APPROVAL NOTICE
MUST BE AVAILABLE ON -SITE DURING ALL GRADING AND CONSTRUCTION ACTimiIES.
2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
3. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION.. OF LAND RESOURCES, LAND QUALITY
SECTION.
4. CONSTRUCTION SHALL BE LIMITED TO (1) ONE TRAVEL LANE UNTIL ALL CUTS, FILLS, AND DITCHES ARE STABILIZED
FOR THAT TRAVEL LANE. UPON STABILIZATION OF THAT SECTION ANOTHER TRAVEL LANE CAN BE CONSTRUCTED
AND STABILIZED.
NATIVE SEEDING:
THE CORRECT SEEDBED pH IS 5.5 TO 6.5.
APPLY ZERO NITROGEN AT PLANTING.
INCORPORATE SOIL AMENDMENTS INTO TOPSOIL /ROOT ZONE BEFORE SEEDING.
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS).
SEEDING DEPTH FOR ALL NATIVE SSP. EXCEPT E.GAMAGRASS (TRIPSACUM DACTYBIDES) NEED TO BE 1/4" - 1/2 ".
GREATER DEPTHS CAUSE HIGH SEED MORTALITY.
SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEED MIXES AND RATES TO MATCH SEEDER USED. A NO -TILL,
DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW AND PICKER WHEEL
AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED.
FOLLOWING STABILIZATION APPLY:
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIMEFRAME
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES
7 DAYS
NONE
DITCHES AND SLOPES
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HIGH QUALITY WATER
7 DAYS
NONE
(HQW) ZONES
ZW
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
7 -DAYS FOR SLOPES GREATER
SLOPES 3:1 OR FLATTER
14 DAYS
THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1
14 DAYS
AND HQW ZONES)
5. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
6. REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
7. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
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1. CONTACT N.C. ONE -CALL CENTER AT LEAST THREE DAYS PRIOR TO THE
START OF CONSTRUCTION.
2. INSTALL EROSION CONTROL MEASURES AS REQUIRED.
3. EXCAVATE TEST PITS AT ALL LOCATIONS WHERE PROPOSED STORM SEWER
CROSSES EXISTING WATER LINE AND REPORT ELEVATIONS OF WATER LINE TO
ENGINEER.
4. SAWCUT PAVEMENT AND CURB AND GUTTER PRIOR TO INSTALLATION OF ANY
STORM SEWER.
5. INSTALL STORM SEWER. SEED, FERTILIZE AND MULCH ANY DISTURBED LAWN
AREAS AT THE END OF EACH WORKING DAY. REMOVE EXISTING CURB AND
GUTTER AND ASPHALT AS REQUIRED.
6. INSTALL CURB AND GUTTER.
7. INSTALL PAVEMENT REPAIR.
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NOTES:
1. LOCATIONS AND EXISTENCE OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS AND
EXISTENCE OF UTILITIES ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
2. CONTRACTOR SHALL REMOVE AND REPLACE ROADWAY SIGNS AS NECESSARY TO INSTALL PROPOSED UTILITY LINE.
CONTRACTOR SHALL COORDINATE SIGN REMOVAL AND REPLACEMENT WITH THE CITY OF LENOIR.
3. CONTRACTOR SHALL COORDINATE WORK IN THE PROXIMITY OF UTILITY POLES WITH APPROPRIATE UTILITY COMPANIES.
4. CONTRACTOR SHALL PLACE A 2" LAYER OF SAND ON ALL ASPHALT OR CONCRETE SURFACES PRIOR TO PLACING
EXCAVATED MATERIAL.
5. CONTRACTOR SHALL CONTACT ALL UTILITY PROVIDERS CONCERNING EXACT LOCATION OF EXISTING LINES PRIOR TO
CONSTRUCTION. IF EXISTING UTILITY CABLES ARE ENCOUNTERED IN CONFLICT WITH PROPOSED U1ILITY LINE, CONTRACTOR
SHALL STRIP OUT EXISTING CABLES, INSTALL PROPOSED UTILITY LINE, & RE— INSTALL EXISTING UTILITY CABLES.
6. ALL RIGHT OF WAY, PROPERTY LINE, AND PROPERTY OWNER INFORMATION PROVIDED BY CALDWELL COUNTY GIS.
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EXISTING UTILITY POLE TO
BE PROTECTED. CONTRACTOR
TO COORDINATE WITH UTILITY
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FIBER OPTICS CABLES
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RIP RAP DITCH TO BE REMOVED AS REQUIRED
AND RE- INSTALLED UPON COMPLETION OF PROJECT
REMOVE AND REPLACE
APPROXIMATELY
10 SY OF EXISTING
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2" LIFTS OF ASPHALT 1' -0 SEE TRENCH DETAIL 1' -0
TYPE SF 9.5A TO MATCH FOR WIDTH
EXISTING PAVEMENT\
THICKNESS
EXISTING PA MENT EXISTING PAVEMENT 2" MIN.
_ 6" MIN. CABC COMPACTED _ _
LFTS S7D. PROCTOR Ill 1 III1� 111�I111 6" MIN.
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TACK EXISTING PAVEMENT EDGE #57 WASHED
WITH CRS -I OR CRS -II. PATCH STONE
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DRY/ :11_I11.,ti• i. ' �' 11 1;
UNDISTURBED 11 '`:. . •: `..I t:; ::. 111'
EARTH � III= 6 LIFTS OF SUITABLE SOIL
OR CABC AT OPTIMUM
MOISTURE COMPACTED
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PIPE
NOTE:
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A. NEAT SQUARED EDGE. 4" PLUG
GROOMED CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
2. EDGES TO BE TACKED WITH EMULSIFIED ASPHALT TACK CRS -I OR CRS -II
ASPHALT DRIVE REPAIR DETAIL
REVISION DATE - JANUARY 2, 2007
STORM DRAT
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ENDWALL
NOTES
1. LIVE STAKES SHALL BE PLANTED
IN THE PLUNGE POOL IN
ACCORDANCE WITH THE LIVE
STAKE PLANTING DETAIL.
2 2
1.3'
PLUNGE POOL
REVISED FOR THIS PROJECT
CAST IRON V10 TH "SEWER" CAST IN TOP AND
THREADED COUNTERSUNK PVC PLUG OR PVC
PLUG ALONE. PER OWNER PREFERENCE
18" SQUARE
CONCRETE
PAD
IRON SERVICE BOX
THREADED PVC
COUNTERSUNK PLUG
I 45°
BEND
4 "X 4" WYE
REVISION DATE - NOV0,ffBER 3, 2008
6" -3000 PSI CONCRETE 1
TO MATCH EXISTING
CONCRETE SURFACE
' -0 S
SEE TRENCH DiETAIL 1
1' -
FOR WIDTH (
(OR AS SHOWN. ON
PLANS)
SAWCUT EXISTING EDGE TO
PROVIDE NEAT STRAIGHT
EDGE PRIOR TO REPAIR
EXISTING CONCRETE 6"
e•' °EXISTING CONCRETE
° e A4 a s • :•a a 4.'
it
EXISTING BASE COURSE 6" MIN. CABC COMPACTED „EXISTING BASE COURSE
_ TO 100% STD: • PR(! :TOR _ _ "
LIFTS 11111 1�1 =1�111� 111 ��1= t 6
J 1.
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DRY/ 1�� ,:.:' ' • • °•..:. ;: 11=
UNDISTURBED -
��1 1 • ICI- 6" LIFTS OF SUITABLE SOIL
EARTH j -1 . : -: `: 111 OR CABC AT OPTIMUM
t I =111
MOISTURE COMPACTED
1111 11 =1�I 95% STANDARD PROCTOR
- IIII�1i11
111 -.11..
TOP OF SLOPE
SECTION VIEW
NOTES:
1. LIVE STAKES SHALL CONSIST OF BLACK WILLOW, SILKY DOGWOOD,
SILKY WILLOW, SYCAMORE AND NINEBARK PLANTED AS SHOWN IN
DETAIL. 3 OF THE 5 SPECIES LISTED SHALL BE USED.
2. LIVE STAKES SHALL BE INSTALLED IN BANK ON 3' CENTERS IN
DISTURBED AREAS OF CREEK BANK WITH DEAD -BLOW HAMMER. 4/5
OF STAKE SHALL BE IN THE GROUND.
3. BUDS SHALL BE ORIENTED UPWARDS.
4. CONTRACTOR SHALL CUT EXPOSED END OF LIVE STAKE AFTER
INSTALLATION IF DAMAGED DURING INSTALLATION.
5. LIVE STAKES SHALL BE IN ADDITION TO SEEDING REQUIREMENTS
PER DETAILS AND SPECIFICATIONS.
LIVE T LA TI IL
NOT TO SCALE
1 12" 1 12" I
s PROPOSED CONCRETE
e.
ENCASEMENT
12" (TYP)
•� .q
e
:,'• ,: `�
PROPOSED . •' < : e ; ;. ':: • '
EXISTING
DUCTILE PVC PIPE
IRON PIPE j•
q
-bq
Qy .•�
MATCH PIPE INVERTS
FLEXIBLE TRANSITION COUPLING
FOR D.I. PIPE TO PVC PIPE
wt L
0 0-
REVISED FOR THIS PROJECT
2" SF 9.5A
SAW CUT EXISTING
ASPHALT
EXISTING
ASPHALT -�
2' -0"
1' -6'° 6"
2" RAD. --
8" MIN. COMPACTED ABCJ
4 MIN. COMPACTED ABC-/
COMPACTED SUBGRADE
SECTION A -A
..y
GENERAL SEWER
REVISION DATE - NOVEMBER 20, 2008
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 BEFORE YOU DIG. NORTH CAROLINA ONE CALL (1- 800 - 632 - 4949).
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' -Q" 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 12" VERTICAL SEPARATION.
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.
1/2" RAD. A GUTTER
FINISH GRADE JOINT " SURFACE 1/8" RAD. °
SEALER 1/8 1/8
JOINT
e -T SEALER
to
_ e ® ® ® ® - - - _ _ - - ® _ _
3 /g" 1 /8" RAD.
t0
TOOLED CONTRACTION JOINTS O 10' O.C.
A
JOINT-- II� --1/2" 1
FILLER
EXPANSION JOINTS ® 30' O.C. AND
ADJACENT TO ALL RIGID OBJECTS
CONSTRUC11ON NOTES:
1. CURB SHALL BE CONSTRUCTED WITH CLASS B 4000 psi CONCRETE.
2. SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
MARKS PARALLEL TO THE CURB.
3. FILL AND SEAL THE TOP 1/2" OF EXPANSION JOINTS AND TOP 1"
OF CONTRACTION JOINTS WITH APPROVED JOINT SEALING COMPOUND.
4. REFERENCE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES, SECTION 846 -3. (Z-01
T
NOT TO SCALE
REVISED FOR THIS PROJECT
REVISION DESCRIPTION
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BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
UNDISTURBED
EARTH
STANDARD EXCAVATION
APPROVED WARNING TAPE
24" ABOVE PIPE (PVC ONLY)
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
No.12 COATED COPPER
TRACING WIRE (PVC ONLY)
NOTE:
BELL HOLES NOT SHOWN
UNDISTURBED
EARTH
OVERCUT EXCAVATION
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. 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.
TYPICAL TRENICHIING DETAILS
WATER
REVISION DATE - NOVEMBER 3, 2008
BACKFILL MATERIAL
COMPACTED IN 6"
BACKFILL MATERIAL
COMPACTED IN 3"
EARTH EARTH
STANDARD EXCAVATION OVERCUT EXCAVATION
DUCTILE IRON GRAVITY SEWER
BACKFILL MATERIAL
ui
COMPACTED IN 6" LIFTS-
a.
M
N SPRING LINE OF PIPE
�o
N
m
3
•° CLASS I
vEMBEDMENT—
ca
m
0
v
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS -�
SPRING LINE OF PIPE
UNDIS
EARTH
STANDARD EXCAVATION
.fff �•ffffffffff 1f• ff ff ff ff 1
BACKFILL MATERIAL
COMPACTED IN 6" LIFT
SPRING LINE
CLASS I
EMBEDMENT
FOUNDATION STONE FOR
UNDERCUT EXCAVATION 01
AS DIRECTED BY ENGINEE
UNDISTURIL-„
EARTH
UNDERCUT EXCAVATION
IN WET CONDITIONS IN UNSTABLE SOILS TYPES
PIPE IN WET OR UNSTABLE CONDITIONS
ALL PIKE 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 5" 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 OR # 67 STONE OR APPROVED EQUAL.
• • •l:
d
•yam "`r``' � ;`• "
BEND
UNDISTURBED
EARTH
CONCRETE
THRUST BLOCK
CONCRETE
THRUST BLOCK
BEND ,.
"R BENDS
TYPICAL T BLOCKS
REVISION DATE - NOVEMBER 3, 2008
CONCRETE THRUST
BLOCK
UNDISTURBED EARTH
THREADED ROD (GALVANIZED
OR BITUMINOUS COATED)
THREADED ROD (GALVANIZED �� % /s % \ % \ / / \\ / /% %'
OR BITUMINOUS COATED) UNDISTURBED EARTH
NOTES:
1. FITTING JOINTS SHALL NOT BE POURED IN CONCRETE OR HAVE CONCRETE SPILLED ON THE BOLTS OR NUTS.
THE FITTING SHALL BE WRAPPED IN A LAYER OF POLYETHYLENE PLASTIC PRIOR TO POURING THE THRUST BLOCK.
2. ROD AND EYE BOLT DIAMETER SHALL BE A MINIMUM OF 3/4" AND SHALL MATCH THE SIZE OF THE BOLT
PROVIDED WITH THE FITTING.
3. CONTRACTOR SHALL REPLACE FITTING BOLTS WITH THREADED ROD FOR 1/2 OF THE BOLTS SUPPLIED WITH
EACH FITTING. RODS SHALL BE EQUALLY SPACED.
TYPICAL THRUST BLOCK REDUCERS
REVISION DATE - NOVEMBER 3, 2008
FIRE
HYDRANT
24 "x24 "x6"
CONCRETE PAD
1/3 CU. YD.
OF GRAVEL OR
WASHED STONE
I
FINISHED
GRADE
APPROVED WARNING
TAPE 24" ABOVE PIPE
(PVC ONLY)
III -III � III -III
II- III = III - III - III= III =III- ��111= III= III -III -'
III - III - III - III = III - III -III I -III ; ,I I I...I I I.
=1 1 =I 1 =I Ell II 24 "x24 "x6"
-I i I— III —I i I —I I i-
COMPACTED EARTH CONCRETE PAD
BACKFILL (TYP.) ADJUSTABLE CAST UNDISTURBED
IRON VALVE BOX EARTH
6" GATE VALVE
THRUST BLOCK
"
PER DETAILS
6" PIPE 6" PIPE LEG
- AV-7
d ..d 8 �
DRAIN PORT 3/4.0 THREADED
ROD (GALVANIZED)
EYE BOLTS (TYP.)
12 "x1 2 "x6" CONCRETE
SUPPORT PAD UNDISTURBED EARTH TEE WITH 6" OUTLET
. a
.a
0 0 0 °. �e4
e s
No.12 COATED
COPPER TRACING
WIRE (PVC ONLY)
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 U71UTY OWNERS. CALL BEFORE YOU DIG. NORTH CAROUNA ONE
CALL (1 -800- 632 - 4949).
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. 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. WATER AND STORM SEWER LINES SHALL HAVE A MINIMUM 12' VERTICAL SEPARATION.
10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS.
12. 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.
13. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTIUTIES HAVE BEEN LOCATED AND
24 HOURS PRIOR TO CONSTRUCTION.
14. 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.
15. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE LINE IN CONFLICT WITH THE PROPOSED
WATER LINE. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINE SHALL BE TEMPORARILY MOVED
DURING CONSTRUCTION OF THE PROPOSED WATER LINE AND RE -LAID AT NO ADDITIONAL COST TO THE
OWNER.
16. 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 OIL 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.
ANCHOR FABRIC
INTO EARTH FILL
12" - 18" CLASS B RIPRAP —'=-
Ir
FILTER FABRIC
(MIRAFI 14ON OR EQUAL)
RESLOPE EXISTING STREAM BANK TO ORIGINAL
CONTOURS AND STABILIZE WITH NATIVE PLANT
SEED MIX PER EROSION CONTROL NOTES
NORMAL STREAM LEVEL
2' MAX. � 1
ARIES L6 " -12"
1
�I II
I I�
��III�il�ll
EXTEND RIPRAP A MINIMUM
OF 12 BELOW STREAM BED
Low0 to
9�99
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