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REVISED FOR THIS PROJECT
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. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES, DIVISION OF. LAND RESOURCES, LAND QUALITY SECTION.
2. - NO WORK SHALL BE PERFORMED IN STREAM .FROM OCTOBER 15 TO APRIL 15 (TO ACCOMMODATE COE AND DWQ
RECOMMENDATIONS CONCERNING WORK IN TROUT WATERS.)
3. - OBTAIN CERTIFICATE . OF COMPLIANCE THROUGH ON -SITE INSPECTION BY THE ENGINEER.
4. - PROCEED WITH GRADING, CLEARING. AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED UNLESS
THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
5. - SEED AND PLACE EROSION CONTROL MATTING ON All CUT AND FILL SLOPES THAT ARE NOT
ROCK IMMEDIATELY UPON COMPLETION OF SLOPE STABILIZATION.
6. - SEED AND MULCH DENUDED AREA WITHIN 15 DAYS AFTER FINISHED GRADE ARE ESTABLISHED. SEED AND SOIL
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE. STRAW
MULCH SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER.
LIME 4,000 LBS
FERTILIZER (10- 10 -10) 1,000 LBS
KY -31 FESCUE 100 LBS
STRAW MULCH 60 -80 BALES
FOR SUMMER SEEDING ADD TO THE ABOVE:
GERMAN MILLET 40 LBS
SMALL- STEMMED SUDAN GRASS 50 LBS
FOR WINTER SEEDING ADD TO THE ABOVE:
RYE GRAIN 120 LBS
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF
1,000 LBS PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC., UNTIL A PERMANENT VEGETATIVE GROUND COVER
IS ESTABLISHED OVER ALL DISTURBED AREAS.
FOR ALL S QPES 2;1 OR STEEPER ADD TO THE ABOVE:
PURE LIVE' SEED SWITCHGRASS 4 LBS
WEEPING LOVEGRASS 2 LBS
BROWNTOP MILLET 8 LBS
GRAIN SORGHUM 2 LBS
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
ygn,W� 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 FRO ALL NATIVE SSP. (EXCEPT E.GAMAGRASS) 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.
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES, PLANTS AND TREES.
NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWING:
GRASSES BIG BLUESTEM, INDIAN GRASS; LITTLE BLUESTEM, SWITCHGRASS 5 LBS /ACRE EACH
AUGUST THRU MAY - GREENRYE 25 LBS /ACRE EACH
MAY 1 THRU AUGUST - MILLET 25 LBS/ACRE EACH
TREES - SILKY DOGWOOD (CORNUS AMONUM), SILK" WILLOW (SALIX SERICEA), HAZEL ALDER
(ALMUS SERRULATA) AND ELDERBERRY (SAMBUEUS :ANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED! BY ENGINEER.
NOTE: NO FERTILIZER SHALL BE USE D WITHIN 10' OP TOP OF STREAM OR RIVER BANK
7. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
9. - REQUEST FINAL APPROVAL OF THE ENGINEER.
NPDEzj OTUKMWATEM - REQUIrREMENT."3%
FEDERAL NPDES STORMWATER PHASE 11 REQUIREMENTS SHALL BE MET BY THE CONTRACTOR FOR ALL CONSTRUCTION SITES LARGER THAN 1 ACRE.
THESE REQUIREMENTS ARE SUMMARIZED AS FOLLOWS:
1. IMPLEMENT THE APPROVED 'EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP A COPY OF THE PLAN ON SITE. DEVIATION FROM THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN WILL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT.
2. PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ANY OTHER PETROLEUM PRODUCTS ONTO THE GROUND OR INTO
SURFACE WATERS. DISPOSE OF SPENT FUELS APPROPRIATEL`
3. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE AND RODENTICIDE ACT AND IN
ACCORDANCE WITH LABEL RESTRICTIONS.
4. CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE SO THAT NO ADVERSE IMPACTS TO WATER QUALITY OCCUR.
5. INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACIU'IES EVERY SEVEN CALENDAR DAYS (TWICE IN SEVEN CALENDAR DAYS FOR STORMWATER
DISCHARGES TO STREAMS ON THE LATEST EPA - APPROVED 303(d) LIST) AND WITHIN 24 HOURS OF ANY STORM EVENT OF MORE THAN 0.5 INCHES
OF RAIN IN A 24 -HOUR PERIOD. MAINTAIN A RAIN GAUGE 04 SITE AND KEEP A RECORD OF THE RAINFALL AMOUNTS AND DATES.
6. OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS, SUSPENDED OILS, OIL SHEEN AND OTHER OBVIOUS
INDICATORS OF POLLUTION AND EVALUATE THE EFFECTIVENESS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES. IF SEDIMENTATION IS
LEAVING THE DISTURBED AREA, TAKE IMMEDIATE ACTION TO CONTROL THE DISCHARGE.
7. KEEP A RECORD OF INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE DISTURBED LIMIT AND RECORD MEASURES TAKEN TO
CLEAN UP THE SEDIMENT. MAKE THESE RECORDS AVAILABLE TO THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON REQUEST.
RECORDS SHALL BE. KEPT ON THE FORM PROVIDED IN THE 'SPECIFICATIONS.
8. MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO 1=EP THEM OPERATING AT OPTIMUM EFFICIENCY.
A COPY OF THE GENERAL PERMIT TO DISCHARGE STORMWATER .NDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS INCLUDED IN THE
SPECIFICATIONS.
VIOLATIONS OF THE NPDES STORMWATER RULES CONSTITUTE A VIOLATION OF THE FEDERAL CLEAN WATER ACT AND ARE SUBJECT TO CIVIL PENALTIES
OF UP TO $27,000 PER DAY. UNDER STATE LAW, A DAILY CIVIL. PENALTY OF $10,000 PER VIOLATION CAN BE ASSESSED FOR VIOLATION OF TERMS OF
THE PERMIT.
FUT���P � PIN,
I., FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY
MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE
FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OR 8" MAXIMUM
THICKNESS WITH WATER 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 ROADWAY'S 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 BE 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 GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT
FENCES, ETC.., SHALL 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 CLEARING AND GRUBBING. IF DURING
DISPOSABLE MATERIAL
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 EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5o THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR
A. CLEARING AND 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. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS
WASTE FROM THE SITE AND. PROPERTY 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.
D. ON SITE BURNING 1S AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES WHEN
APPROVED BY THE APPROPRIATE AGENCIES. WHEN BURNING IS ANTICIPATED, IN ADDITION TO OBTAINING
ALL NECESSARY PERMITS AND MEETING GOVERNING CODES, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
AS TO THE SPECIFIC LOCATION OF BURNING AND SHALL NOT BURN WITHOUT THE ENGINEER'S APPROVAL
OF THE BURNING SITE.
AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL
DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B"
ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF
WAITING FOR A "BURNING DAY".
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.
T. 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.
E. 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 SURFACE SHALL BE LOOSENED TO A DEPTH OF ±4 "--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 . CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
11. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT
STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL BE
CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED
IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040,
CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND /OR 834.
l� WAN
POINT NOT SET
RALOT OIPF IRON PIPE FOUND (PROPERTY CORNER)
1. PROPERTY AND RIGHT -OF -WAY INFORMATION ARE FROM A SURVEY PERFORMED BY MUNICIPAL ENGINEERING
SERVICES COMPANY, P.A., DATED JULY 12, 2012.
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 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 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 'REGULATIONS PERTAINING TO CONSTRUCTION
OPERATIONS.
7. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
B. 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, RADIO 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. CONTRACTOR SHALL N011FY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND 24
HOURS PRIOR TO CONSTRUCTION. THE ENGINEER WILL EVALUATE THE LOCATION OF EXISTING UTTUTIES AND
DETERMINE WHETHER OR NOT THE PROPOSED WATER LINE WILL BE MOVED.
10. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL IN A WORKMANLIKE
MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S
EXPENSE.
11. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING BURIED TELECOMMUNICATION, PHONE, AND POWER LINES IN
CONFLICT WITH THE PROPOSED UTILITY LINES. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINES SHALL
BE TEMPORARILY MOVED DURING CONSTRUCTION OF THE PROPOSED WATER LINE AND RE -LAID AT NO
ADDITIONAL COST TO THE OWNER.
12. 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
AS A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT AND THE ROAD AND CLEANED UP PROPERLY AFTER
CONSTRUCTION.
NO. I DATE I BY
REVISION DESCRIPTION
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TELEPHONE PEDESTAL
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CULVERT
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ELECTRIC PEDESTAL
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FENCE
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SIGN
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APPROXIMATE LOCATION OF
SIGN
STREET SIGN
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EXISTING SEWER LINES
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APPROXIMATE LOCATION OF
UNDERGROUND CABLE TV SIGN
w w w w _
EXISTING WATER LINES
UNDERGROUND FIBER OPTIC CABLE SIGN
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APPROXIMATE LOCATION OF
EXISTING GAS LINES
-BUG TEL
UNDERGROUND TELEPHONE CABLE SIGN
- a- a--- a- a -a -�-
DITCH LINE
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INTERSTATE HIGHWAY
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APPROXIMATE LOCATION OF
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U.S. HIGHWAY
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UNDERGROUND CABLE TV LINE
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APPROXIMATE LOCATION OF
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CONCRETE MONUMENT
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OVERHEAD CABLE TV LINE
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RIGHT -OF-WAY MONUMENT
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APPROXIMATE LOCATION OF
UNDERGROUND ELECTRIC LINE
OMB
MAILBOX OR PAPER BOX
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APPROXIMATE LOCATION OF
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POSTAL DROP BOX
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OVERHEAD ELECTRIC LINE
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UTILITY POLE
APPROXIMATE LOCATION OF
UPC.
UTILITY POLE (CTV)
- - - - oar - - - _ � U" �
UNDERGROUND TELEPHONE LINES
0 UPI.
UTILITY POLE (LIGHT)
APPROXIMATE LOCATION OF
• UPELEC.
UTILITY POLE (ELECTRIC)
oGT _ _ _ _ „GT _
OVERHEAD TELEPHONE LINES
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UTILITY POLE (TELEPHONE)
----------- - - - -- Ems- - - - - --
RIGHT -OF -WAY
• UPE &T.
UTILITY POLE (ELECTRIC &TELEPHONE)
TREES /SHRUBS
UPANC.
UTILITY POLE (ANCHOR)
TREELINE
--
LIGHT POLE
BL.GUM
BLACK GUM
PP
POWER POLE
BL.OAK
BLACK OAK
GUY WIRE ANCHOR
C.OAK
CHESTNUT OAK
O
MANHOLE
P.OAK
POST OAK
O J.B.
JUNCTION BOX
R.OAK
RED OAK
O
ELECTRIC MANHOLE
W.OAK
WHITE OAK
O
STORM DRAIN MANHOLE
W.PINE
WHITE PINE
O
SANITARY SEWER MANHOLE
W.CHERRY
WILD CHERRY
O
FIBER OPTIC MANHOLE
Y.PINE
YELLOW PINE
OnMH
TELEPHONE MANHOLE
E.I.P.
EXISTING IRON PIPE OR PIN
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SEWER CLEAN -OUT
R/W
RIGHT OF WAY
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ELECTRIC SERVICE STUB -OUT
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CURVE (SEE CURVE TABLE)
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LINE (SEE LINE TABLE)
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WATER METER
BLDG
BUILDING
A FH
FIRE HYDRANT
CIP
CAST IRON PIPE
D4 VN
WATER VALVE
CMP
CORRUGATED METAL PIPE
b
GAS METER
CONC
CONCRETE
b
GAS VALVE
CPP
CORRUGATED PLASTIC PIPE
D4
IRRIGATION CONTROL VALVE
DIP
DUCTILE IRON PIPE
POST INDICATOR VALVE
E &T
ELECTRIC & TELEPHONE
®
ELECTRIC CABINET
FOC
FIBER OPTIC CABLE
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ELECTRIC JUNCTION BOX OR OUTLET
GIP
GALVANIZED IRON PIPE
®
E.TRANS= ELECTRIC TRANSFORMER
0/H
OVERHEAD
#5 REBAR WITH CAP SET
RCP
REINFORCED CONCRETE PIPE
D
SPIKE OR NAIL SET
U/G
UNDERGROUND
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VCP
VITRIFIED CLAY- .PIPE
\
POINT NOT SET
RALOT OIPF IRON PIPE FOUND (PROPERTY CORNER)
1. PROPERTY AND RIGHT -OF -WAY INFORMATION ARE FROM A SURVEY PERFORMED BY MUNICIPAL ENGINEERING
SERVICES COMPANY, P.A., DATED JULY 12, 2012.
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 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 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 'REGULATIONS PERTAINING TO CONSTRUCTION
OPERATIONS.
7. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
B. 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, RADIO 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. CONTRACTOR SHALL N011FY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND 24
HOURS PRIOR TO CONSTRUCTION. THE ENGINEER WILL EVALUATE THE LOCATION OF EXISTING UTTUTIES AND
DETERMINE WHETHER OR NOT THE PROPOSED WATER LINE WILL BE MOVED.
10. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL IN A WORKMANLIKE
MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S
EXPENSE.
11. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING BURIED TELECOMMUNICATION, PHONE, AND POWER LINES IN
CONFLICT WITH THE PROPOSED UTILITY LINES. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINES SHALL
BE TEMPORARILY MOVED DURING CONSTRUCTION OF THE PROPOSED WATER LINE AND RE -LAID AT NO
ADDITIONAL COST TO THE OWNER.
12. 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
AS A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT AND THE ROAD AND CLEANED UP PROPERLY AFTER
CONSTRUCTION.
NO. I DATE I BY
REVISION DESCRIPTION
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