20140548 Ver 1_More Info Received_20140609

Strickland, Bev
From: Joel Whitford <Joel .Whitford @Mcgillengineers.Com>
Sent: Monday, June 09, 2014 3:01 PM
To: Strickland, Bev
Subject: RE: Meadow Sewer Replacement DWQ# 140548
https:Hfile.ac /v6ikwK810AO/
Joel A. Whitford, PE
Project Manager
Nlc iii , AssxiciatmTA
1240 191h Street, Lane NW I Hickory, NC 28601
Phone: [phone] Mobile: [phone] Fax: [phone]
Email: ioel .whitford @mcgillengineers.com I Website: www.mcgillengineers.com
From: Strickland, Bev [ mailto :bev.strickland @ncdenr.gov]
Sent: Friday, June 06, 2014 9:07 AM
To: Joel Whitford
Subject: FW: Meadow Sewer Replacement DWQ# 140548
Mr. Whitford,
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (blaek and
white 300dpi, not grayseale or color). If the plans are too large to store in TIF format, they can be stored in PDF.
Thanks
Bev
Beverly- Strickland, Administrative Officer
Division of Water Resources
N.C. Department of Environment and Natural Resources
Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
1

Email Address: Bea.Stricklanda,ncdenr.goa
E -mail correspondence to and from this address mar• be subject to the Forth Carolina Puhhc Records Larti°and mar° be disclosed to thlr-d parties.

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TO LENOIR SCHEDULE OF DRAWINGS
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G -001 COVER SHEET
G -002 GENERAL CONSTRUCTION NOTES & LEGEND
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A S S O C I A T E S
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ENGINEERING -PLANNING - FINANCE
NOT RELEASED FOR
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124019th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 CONSTRUCTION
JUNE, 2014
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GENERAL NOTES:
1. PROPERTY AND RIGHT -OF -WAY INFORMATION ARE FROM TAX MAPS AND
HIGHWAY DEPARTMENT AND SHOULD BE CONSIDERED APPROXIMATE.
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. WATER LINES SHALL HAVE 3' MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
8. WATER AND SANITARY SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL
SEPARATION OR A MINIMUM 18" VERTICAL SEPARATION WITH 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 24" VERTICAL SEPARATION.
10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
11. 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.
12. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN
LOCATED AND 24 HOURS PRIOR TO CONSTRUCTION. THE ENGINEER WILL EVALUATE THE
LOCATION OF EXISTING UTILITIES AND DETERMINE WHETHER OR NOT THE PROPOSED
SEWER LINE WILL BE MOVED.
13. 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.
14. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING BURIED TELEPHONE LINES IN CONFLICT WITH
THE PROPOSED WATER LINE. 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.
15. 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.
16. CONTRACTOR SHALL NOT LAY ANY PIPELINES OUTSIDE OF PERMANENT EASEMENTS. IF LINES
MUST BE MOVED FOR ANY REASON, THE OWNER WILL SECURE ANY REQUIRED EASEMENTS
PRIOR TO MOVING ANY LINES.
17. PRIOR TO CONSTRUCTION ALL POTENTIALLY AFFECTED PROPERTY OWNERS MUST BE
NOTIFIED OF IMPENDING CONSTRUCTION ACTIVITIES A MINIMUM OF THREE (3) WORKING
DAYS PRIOR TO BEGINNING.
NORTH CAROLINA LAND QUALITY SECTION:
Z EROSION CONTROL NOTES
K
a 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
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QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
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1. -
OBTAIN GRADING PERMIT.
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LEGEND - EXISTING
CONDITIONS
GENERAL CONSTRUCTION NOTES
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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,
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LAND QUALITY SECTION.
13 .
TELEPHONE PEDESTAL
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4.
PROCEED WITH GRADING, CLEARING AND GRUBBING.
----- - - - - --
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-- *----------- - - - - --
CULVERT
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ELECTRIC PEDESTAL
SEED AND MULCH DENUDED AREA WITHIN 14 DAYS AFTER FINISHED GRADES ARE ESTABLISHED. SEED AND SOIL
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AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE.
,- x- . -x -x-
FENCE
SIGN
-x
1.
FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY
8.
"
THE CONTRACTOR SHALL CONTROL ALL DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS
- -
ss _ - - _ ss -
APPROXIMATE LOCATION OF
EXISTING SEWER LINES
}SGN
'STREET SIGN
KY -31 FESCUE S DO LBS
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MAKE. GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE-
L TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES.
AT AL ICL S H E .
^
___ „T APPROXIMATE LOCATION OF
-
UNDERGROUND CABLE TV SIGN
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FOR UNCLASSIFIED EXCAVATION.
ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE
WMNTER (jFMPORARY) SEEDING (AUGUST 15 TO MAY 15) MOUNTAINS
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EXISTING WATER LINES
UNDERGROUND FIBER OPTIC CABLE SIGN
LIME 4,000 LBS
of
SPECIFICATIONS.
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APPROXIMATE LOCATION OF
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UNDERGROUND TELEPHONE CABLE SIGN
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2. UNLESS OTHERWISE STATES, . ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OR 8 „ MAXIMUM
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EXISTING GAS LINES
RYE (GRAIN) 120 LBS.
INTERSTATE HIGHWAY
THICKNESS WITH WATER ADDED ORS OIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS
9.
ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FER11UZED AND MULCHED ACCORDING
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DITCH LINE
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF
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DETERMINED BY THE ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A C
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TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL
ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
f____�,_---- � APPROXIMATE LOCATION OF
' 66 '
U.S. HIGHWAY
EQUAL TO OR GREATER THEN 95% (100& IN THE TOP 2 OF THE SUB GRADE BELOW ROADWAY'S. AND
ROCKS LARGER THAN 3 „ , EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO
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UNDERGROUND CABLE TV LINE
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CONCRETE MONUMENT
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PARKING LOTS OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN
„
SEEDING. THE SURFACE SHALL BE LOOSENED TO A DEPTH OF t4 -$ TO ACCEPT SEED. THE
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APPROXIMATE LOCATION OF
OVERHEAD CABLE TV LINE
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MONUMENT
RIGHT-OF-WAY NU ENT
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RELATIO SHIP TEST
ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE-DENSITY N
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CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE
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8. -
REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
ASTM D698 OR AASHTO -99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS.
APPROVAL OF THE SURFACE. ALL SEEDING SHALL B PERFORMED BY
ENGINEERS PR LL E A MECHANICAL
------ E----
___ _
E - - - - -E - E-
APPROXIMATE LOCATION OF
UNDERGROUND ELECTRIC LINE
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MAILBOX OR PAPER BOX
"HYDRO- SEEDER ". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA APPROVAL BY THE
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POSTAL DROP BOX
3.
ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON
ENGINEER.
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APPROXIMATE LOCATION OF
OVERHEAD ELECTRIC LINE
♦
UTILITY POLE
ANY AREA NOT CLEARED OR GRUBBED.
10.
WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO
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- - - UGT
APPROXIMATE LOCATION OF
UNGERGROUND TELEPHONE LINES
•UPC.
U11UTY POLE (CTV)
4.
ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED
AASHTO M -36, WITH REROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS. 18" PIPE
# UPS.
UTILITY POLE (LIGHT)
PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT
SHALL BE 16 GAUGE 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE
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- - - „6T
APPROXIMATE LOCATION OF
0 UPELEC.
UTILITY POLE (ELECTRIC)
FENCES, ETC.., SHALL BE MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT
12 GAUGE AS SPECIFIED ON THE PLANS. PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT
OVERHEAD TELEPHONE LINES
0uPTEL
UTIUTY POLE TELEPHONE
( )
AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S
_ -
1023 3 FOR PLAIN PIPE OR 1032 4 (A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE.
- - - -- --
-------- �- - - - -�-
RIGHT -OF -WAY
♦ uPEa�T.
UTILITY POLE (ELECTRIC & TELEPHONE)
APPROVAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBBING.' IF DURING
DIMPLE BANDS SHALL NOT BE USED.
1
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THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINISH GRADES OR
TREES /SHRUBS
0UPANC.
UTILITY POLE (ANCHOR)
CREATES "GULLIES" AND "WASHED AREAS ", THESE SHALL BE REPAIRED AT NO EXTRA COST AND
(RCP)
WHERE SPECIFIED STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE RCP CONFORMING TO
TREELIKE
LIGHT POLE
ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL BE REMOVED AS
_ _
AASHTO M 170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032 9 FOR WALL "B" TYRE:
BL.GUM
BLACK GUM
• PP
POWER POLE
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
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHELENE (HDPE). 'SMOOTH
BL.OAK
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BLACK OAK
v
GUY WIRE ANCHOR
SEPARATE COVER.
WALL INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH #57 WASHED STONE UP TO MIN. 6"
C.OAK
CHESTNUT OAK
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MANHOLE
5.
DISPOSABLE MATERIAL
OVER THE TOP OF THE PIPE. HOPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE
P.OAK
POST OAK
O
JUNCTION BOX
"HANCOR BLUE SEAL" OR APPROVED EQUAL
R.OAK
RED OAK
O
ELECTRIC MANHOLE
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERTY
W.OAK
WHITE OAK
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STORM DRAIN MANHOLE
DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE,
ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2 CORRUGATED STEEL
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SANITARY SEWER MANHOLE
MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M -36. THE PIPE SHALL BE
W.PINE
WHITE PINE
B. SOLID WASTES TO BE REMOVED SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE
MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF
W.CHERRY
WILD CHERRY
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FIBER OPTIC MANHOLE
PLACED IN SPECIFIED DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE
AASHTO M -274. ALL PIPE SHALL BE FURNISHED WITH REROLLED ENDS AND SHALL BE JOINED WITH
" Y.PINE
YELLOW PINE
QTMH
TELEPHONE MANHOLE
SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER
HUGGER BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24" DIAMETER
-
SEWER CLEAN-OUT
OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE
SHALL BE 16 GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER
E.LP.
EXISTING IRON PIPE OR PIN
CF Ess
ELECTRIC SERVICE STUB-OUT
i S ARE NOT PROVIDED THE CONTRACTOR SHALL REMOVE THIS
AREAS. WHEN DISPOSAL S TE E
SHALL BE 12 GAUGE.
R/W
RIGHT OF WAY
WASTE FROM THE SITE AND PROPERTY DISPOSE OF IT AT HIS EXPENSE.
CENTERLINE
O Qss
GAS SERVICE STUB -OUT
11.
CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
C
CURVE (SEE CURVE TABLE)
®
CATCH BASIN /DROP INLET
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE
L
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LINE (SEE LINE TABLE)
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WATER METER
APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIED UTILTY
12.
CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD
AGENCY OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE,
,
SPECIFICATIONS FOR ROADS AND STRUCTURES LATEST EDITION ARTICLES 840 -1 THROUGH 840 -3.
( )
BLDG
BUILDING
A�
FIRE HYDRANT
OWN USE ANY ABANDONED UTILITY
A REUSE, SELL OR STORE FOR HIS 0
DESTROY SALVAGE, US ,
CUR INLET CATCH -BASIN .SHALL CONFORM TO NCDOT STANDARD DETAIL 84 .OZ THROUGH
B S 0 840.04.
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CIP
CAST .IRON PIPE
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WATER VALVE
HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED.
DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION BOXES SHALL CONFORM TO
CMP
CORRUGATED METAL PIPE
b
GAS METER
STANDARD DETAIL 840.31.
CONC
CONCRETE
b
GAS VALVE
6.
IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
IRRIGATION CONTROL VALVE
CONSTRUCTION, THE CONTRACTOR SHALL INS TALL NECESSARY UNDER DRAINS AND STONE AS
13.
CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R- 3233D, PRODUCTS BY DEWEY BROS.,
CPP
CORRUGATED PLASTIC PIPE
DIRECTED BY THE ENGINEER ALL WORK SHALL BE PAID BASED UPON UNIT BIDS UNLESS
U.S. FOUNDRY OR EQUAL DROP INLET FRAME AND GRATE SHALL BE NEENAH R -3339A OR EQUAL
DIP
DUCTILE IRON PIPE
POST INDICATOR VALVE
SPECIFIED OTHERWISE.
FIELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
E &T
ELECTRIC & TELEPHONE
®
ELECTRIC CABINET
7.
THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINA11ON OF ADJUSTMENT OF ALL UTILITY
14.
CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT
FOC
FIBER OPTIC CABLE
Is
ELECTRIC JUNCTION BOX OR OUTLET
SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS
STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL BE
GIP
GALVANIZED IRON PIPE
®
E.TRANS= ELECTRIC TRANSFORMER
THE WORK.
CLASS A OR B, 4000 PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED
0/H
OVERHEAD
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#5 REBAR WITH CAP SET
IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040,
RCP
REINFORCED CONCRETE PIPE
El
SPIKE OR NAIL SET
CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND /OR 834.
U/G
UNDERGROUND
POINT NOT SET
15.
TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
VCP
VITRIFIED CLAY PIPE
01PF
IRON PIPE FOUND (PROPERTY CORNER)
NORTH CAROLINA LAND QUALITY SECTION:
Z EROSION CONTROL NOTES
K
a GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
U
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It
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LL
16. 11NDALL PRE -CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
NPDES STORMWATER PHASE II
REQUIREMENTS FOR CONSTRUCTION SITES
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 APPROPRIATELY.
3. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE,
A
FUNGICIDE AND RODEN
T1ClDE 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 FACILITIES EVERY SEVEN CALENDAR DAYS (TWICE IN
SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST EPA - APPROVED 303(4)
LIST) AND WITHIN 24 HOURS OF ANY STORM EVENT OF MORE THAN 0.5 INCHES OF RAIN IN A,24-HOUR
F
PERIOD. MAINTAIN A RAIN: GAUGE ON SITE AND KEEP A RECOR D 0 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
IF SEDIMENTATION IS LEAVING THE DISTURBED AREA
EROSION AND SEDIMENTATION CONTROL MEASURES. D ,
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 KEEP THEM OPERATING AT OPTIMUM EFFICIENCY.
A COPY OF THE GENERAL PERMIT TO DISCHARGE STORMWATER UNDER 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.
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
PROJECT SPECIFIC NOTES:
1. QUANTITIES AND LOCATIONS OF EXISTIS16 UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT QUANTITIES,
ORIENTATIONS, SIZES, LOCATIONS, AND DIMENSIONS ARE TO BE FIELD VERIFIED BY THE CONTRACTOR.
2. CONTROL OF ELEVATIONS IS CRITICAL FOR THIS PROJECT. EACH NEWLY INSTALLED MANHOLE SHALL HAVE
INVERT ELEVATIONS SHOT WITH A CONSTRUCTION LEVEL AND GRADE ROD, AND THE INVERT ELEVATIONS
SHALL BE SUBMITTED TO THE ENGINEER BEFORE CONTINUING. ADDITIONALLY, SEWER PIPE INVERTS SHALL BE
VERIFIED WITH A CONSTRUCTION LEVE AND GRADE ROD EVERY 100 FEET OR LESS IN ORDER TO VERIFY
THAT CORRECT PIPE GRADES ARE MAINTAINED DURING PIPE INSTALLATION.
3. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES PRIOR TO
BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL EXISTING PIPE SIZES AND INVERT
ELEVATIONS.
4. EXISTING SEWER LINES SHALL REMAIN IN . SERVICE DURING CONSTRUCTION UNTIL NEW LINE IS PLACED INTO
SERVICE, EXCEPT AT REPLACEMENT PUMP AROUNDS. REFER TO SEWER SPECIFICATION 02730.
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.
I
6. CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST ONE (1) WEEK PRIOR TO BEGINNING CONSTRUCTION.
7. CONTRACTOR
SHALL NOTIFY THE PROPER LOCAL AUTH I T
PE OR TIES A LEAST ONE (1) .WEEK PRIOR TO ANY
CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO THE LOCAL NEWSPAPER, RADIO STATION, FIRE
DEPARTMENT, COUNTY SHERIFF'S DEP RTMENT, AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT
AGENCY. ALL TRAFFIC CONTROL SH LL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION.
8. CONTRACTOR SHALL PROVIDE TEMPORARY PEDESTRIAN TRAFFIC PROTECTION SURROUNDING TRENCHES DURING
l
CONSTRUCTION. ALL OPEN TRENCHES AND PITS SHALL BE BACKFILLED OVERNIGHT TO PROVIDE PROTECTION
TO PEDESTRIANS AND VEHICULAR TRAFFIC.
9. AN Y UNNECESSARY E SARI DAMAGE TO EXIS NG DRIVES, STRUCTURES, CONCRETE PADS, OR BUILDINGS SHALL BE
REPAIRED TO ORIGINAL OR BETTER CONDITION BY THE CONTRACTOR AT NO COST TO THE OWNER.
10. EXISTING ASPHALT
ALT SHALL BE SAW CU1� TOR T E
PR 0 EXCAVATION NATION FOR THE PROPOSED SEWER LINE.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS, DRIVES, RAILROADS, DURING
CONSTRUCTION: AND SHALL REPAIR D, 'MAGED UTILITIES PER REQUIREMENTS OF THE UTIUTY OWNER. OPEN
CUTS OF ROADS SHALL BE ALLOWED ONLY WHERE INDICATED ON THE DRAWINGS OR WERE SPECIFIC
PERMISSION IS GRANTED BY THE OWNER. 'SAND OR A SIMILAR MATERIAL APPROVED BY THE OWNER SHALL BE
PLACED AS A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT AND THE ASPHALT AND CLEANED UP
PROPERLY AFTER CONSTRUCTION.
12. ALL MANHOLES BELOW THE 100 -YEAR FLOOD ELEVATION SHALL BE CONSTRUCTED WITH WATERTIGHT FRAMES
AND COVERS.
13. THE CONTRACTOR SHALL MAINTAIN CONSTRUCTION MESH SAFETY FENCING AROUND THE CONSTRUCTION SITE
AT ALL TIMES. THE CONSTRUCTION 1 SITE SHALL BE ENCLOSED WITH SAFETY FENCING AND ALL OPEN
TRENCHES OR OPEN PITS SHALL BE BACKFILLED OVERNIGHT. OPEN TRENCHES AND PITS SHALL BE
BACKFILLED OR COVERED WITH STEEL I PLATES DURING AT ANY POINT IN TIME THAT THE CONTRACTOR IS
ABSENT FROM THE SITE.
14. SILT FENCE AND EROSION CONTROL DE CES SHALL BE PROVIDED AS SHOWN ON THE PLANS.
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NO. DATE BY REVISION DESCRIPTION
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NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND
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QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
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1. -
OBTAIN GRADING PERMIT.
0
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.
N
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3
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,
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LAND QUALITY SECTION.
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4.
PROCEED WITH GRADING, CLEARING AND GRUBBING.
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5. -
SEED AND MULCH DENUDED AREA WITHIN 14 DAYS AFTER FINISHED GRADES ARE ESTABLISHED. SEED AND SOIL
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AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE.
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SUMMER (PERMANENT) SEEDING (MAY 15 IQ AUGUST 15)
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LIME 4,000 LBS
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FERTILIZER (10- 10 -10) 1,000 LBS
KY -31 FESCUE S DO LBS
B
STRAW MULCH 4,000 LBS. (ANCHORED)
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.
GERMAN MILLET 40 LBS.
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(OR SMALL - STEMMED SUDAN GRASS ® 40 LBS.)
WMNTER (jFMPORARY) SEEDING (AUGUST 15 TO MAY 15) MOUNTAINS
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LIME 4,000 LBS
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FERTILIZER (10- 10 -10) 1,000 LBS
KY -31 FESCUE 100 LBS
STRAW MULCH 4,000 LBS. (ANCHORED)
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RYE (GRAIN) 120 LBS.
FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
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SERICEA LESPEDEZA (KOREAN) 50 LBS
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF
0
1,000 LBS PER ACRE.
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ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
o
o
GROUND STABILIZATION ON SLOPES GREATER THAN 3:1 MUST OCCUR WITHIN 7 DAYS.
cc
6. -
MAINTAIN SOIL EROSION CONTROL MEASURES UN11L PERMANENT GROUND COVER IS ESTABLISHED.
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7. -
REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
1
0
8. -
REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
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16. 11NDALL PRE -CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
NPDES STORMWATER PHASE II
REQUIREMENTS FOR CONSTRUCTION SITES
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 APPROPRIATELY.
3. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE,
A
FUNGICIDE AND RODEN
T1ClDE 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 FACILITIES EVERY SEVEN CALENDAR DAYS (TWICE IN
SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST EPA - APPROVED 303(4)
LIST) AND WITHIN 24 HOURS OF ANY STORM EVENT OF MORE THAN 0.5 INCHES OF RAIN IN A,24-HOUR
F
PERIOD. MAINTAIN A RAIN: GAUGE ON SITE AND KEEP A RECOR D 0 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
IF SEDIMENTATION IS LEAVING THE DISTURBED AREA
EROSION AND SEDIMENTATION CONTROL MEASURES. D ,
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 KEEP THEM OPERATING AT OPTIMUM EFFICIENCY.
A COPY OF THE GENERAL PERMIT TO DISCHARGE STORMWATER UNDER 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.
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
PROJECT SPECIFIC NOTES:
1. QUANTITIES AND LOCATIONS OF EXISTIS16 UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT QUANTITIES,
ORIENTATIONS, SIZES, LOCATIONS, AND DIMENSIONS ARE TO BE FIELD VERIFIED BY THE CONTRACTOR.
2. CONTROL OF ELEVATIONS IS CRITICAL FOR THIS PROJECT. EACH NEWLY INSTALLED MANHOLE SHALL HAVE
INVERT ELEVATIONS SHOT WITH A CONSTRUCTION LEVEL AND GRADE ROD, AND THE INVERT ELEVATIONS
SHALL BE SUBMITTED TO THE ENGINEER BEFORE CONTINUING. ADDITIONALLY, SEWER PIPE INVERTS SHALL BE
VERIFIED WITH A CONSTRUCTION LEVE AND GRADE ROD EVERY 100 FEET OR LESS IN ORDER TO VERIFY
THAT CORRECT PIPE GRADES ARE MAINTAINED DURING PIPE INSTALLATION.
3. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES PRIOR TO
BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL EXISTING PIPE SIZES AND INVERT
ELEVATIONS.
4. EXISTING SEWER LINES SHALL REMAIN IN . SERVICE DURING CONSTRUCTION UNTIL NEW LINE IS PLACED INTO
SERVICE, EXCEPT AT REPLACEMENT PUMP AROUNDS. REFER TO SEWER SPECIFICATION 02730.
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.
I
6. CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST ONE (1) WEEK PRIOR TO BEGINNING CONSTRUCTION.
7. CONTRACTOR
SHALL NOTIFY THE PROPER LOCAL AUTH I T
PE OR TIES A LEAST ONE (1) .WEEK PRIOR TO ANY
CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO THE LOCAL NEWSPAPER, RADIO STATION, FIRE
DEPARTMENT, COUNTY SHERIFF'S DEP RTMENT, AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT
AGENCY. ALL TRAFFIC CONTROL SH LL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION.
8. CONTRACTOR SHALL PROVIDE TEMPORARY PEDESTRIAN TRAFFIC PROTECTION SURROUNDING TRENCHES DURING
l
CONSTRUCTION. ALL OPEN TRENCHES AND PITS SHALL BE BACKFILLED OVERNIGHT TO PROVIDE PROTECTION
TO PEDESTRIANS AND VEHICULAR TRAFFIC.
9. AN Y UNNECESSARY E SARI DAMAGE TO EXIS NG DRIVES, STRUCTURES, CONCRETE PADS, OR BUILDINGS SHALL BE
REPAIRED TO ORIGINAL OR BETTER CONDITION BY THE CONTRACTOR AT NO COST TO THE OWNER.
10. EXISTING ASPHALT
ALT SHALL BE SAW CU1� TOR T E
PR 0 EXCAVATION NATION FOR THE PROPOSED SEWER LINE.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS, DRIVES, RAILROADS, DURING
CONSTRUCTION: AND SHALL REPAIR D, 'MAGED UTILITIES PER REQUIREMENTS OF THE UTIUTY OWNER. OPEN
CUTS OF ROADS SHALL BE ALLOWED ONLY WHERE INDICATED ON THE DRAWINGS OR WERE SPECIFIC
PERMISSION IS GRANTED BY THE OWNER. 'SAND OR A SIMILAR MATERIAL APPROVED BY THE OWNER SHALL BE
PLACED AS A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT AND THE ASPHALT AND CLEANED UP
PROPERLY AFTER CONSTRUCTION.
12. ALL MANHOLES BELOW THE 100 -YEAR FLOOD ELEVATION SHALL BE CONSTRUCTED WITH WATERTIGHT FRAMES
AND COVERS.
13. THE CONTRACTOR SHALL MAINTAIN CONSTRUCTION MESH SAFETY FENCING AROUND THE CONSTRUCTION SITE
AT ALL TIMES. THE CONSTRUCTION 1 SITE SHALL BE ENCLOSED WITH SAFETY FENCING AND ALL OPEN
TRENCHES OR OPEN PITS SHALL BE BACKFILLED OVERNIGHT. OPEN TRENCHES AND PITS SHALL BE
BACKFILLED OR COVERED WITH STEEL I PLATES DURING AT ANY POINT IN TIME THAT THE CONTRACTOR IS
ABSENT FROM THE SITE.
14. SILT FENCE AND EROSION CONTROL DE CES SHALL BE PROVIDED AS SHOWN ON THE PLANS.
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MH #1
SANITARY SEWER MANf�IOLE
TOP EL: 1146.44'
STA. 00 10 +00.
N: 769110.82
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12" DIP IN I.E.: 1130.16'
` 8" PVC IN I.E.: 1130.$4'
E: 1265765.72
PROPOSED SILT
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SANITARY SEWER MANHOLE
TOP EL: 1139.53' PROPOSED MH #5
12" 'DIP IN hE..113..87
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42" DIP OUT LE.:1131.66' STA. 14 +21.00
N: 769093.42
SANITARY SEWER MANHOLE
TOP EL: 1142.28'
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12" DIP OUT LE.:1133.95'
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BANK RESTORATION
STA. 11 +20 TO 11 +75
STA. 11 +79..00
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E: 1265614.21
N :7690 L49
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BM #31" RBF
N: 768665.54 ,
40 0 20
40 80 120
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EL: 1145.64
SANITA Y
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SEWER MANHOLE
GRAPHIC SCALE
1 INCH = 40 FEET
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0 FT. SECTION OF DIP TO
TOP EL: 1144.91'
12" DIP IN I.E.:`1136.47 i 4
12" D OUT LE.:1136.38' m i SANITARY SEWER MANHOLE
♦
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BE INSTALLED BY NCDOTW
PRIOR TO THIS PROJECT
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12" DIP IN I.E.:1137.36'
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768639.19
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APPROXIMATE LIMIT
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PROPOSED STREAM Top L�j I 69.84'
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6.36
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N: 768318.13 1
E: 1262063.39
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STA. 54 +49.15
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1262362 :73' o o -
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STA. 58 +04.15
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GREATER CONCRETE ANCHOR < .a MANHOLE
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SEWER
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PRECAST MANHOLE NOTES:
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4..
INOTES:
1. THIS DETAIL 'MUST BE USED FOR CONSTRUCTION OF ALL
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1. ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C -478, LATEST REVISION.
2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB
NOTE. TRAFFIC BEARING RING AND COVER..
WEIGHT 315 POUNDS
CONCRETE ANCHOR
4 <�
, .;
:
MANHOLES OVER EXISTING SEWER MAINS.
2. 'LATERALS 6 AND LARGER SHALL BE CONNECTED AT MANHOLES ONLY.
i 3. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. SECTIONAL PLAN
W
3. ALL MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER.
MINIMUM
MIN. d .• - -
4. _ ANH01_E BASE SHALL B CAST IN PLACE.
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4. IF MANHOLE IS SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED, THE
CONTRACTOR SHALL INSTALL UNDERDRAINS AND STONE AS DIRECTED IN THE FIELD BY THE ENGINEER.
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5. STEPS SHALL BE INSTALLED ON STRAIGHT SIDE OF MANHOLE.
MANHOLE RING &COVER
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NEW MANHOLE CONSTRUCTED
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2008
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PRECAST CONCRETE MANHOLE
- ATE - NOVEMBER 3
REVISION D N
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OVER EXISTING SEWER RIPE
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REVISION DATE`- NOVEMBER 3 2008
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SMOOTH FLOYI W S.S. CLAMP
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INVERT 2/3
8 3/4"
DIAMETER'
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1 1 4
NOTES.
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4 MIN.
„
10
1. VENT PIPE SHALL BE 4 SCHEDULE 40 STEEL -PIPE.
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A AVE A 3 32 INCH COAL TAR 'LINING ACCORDING T
2. INSIDE OF VENT PIPE SHALL H / 0 AWWA 203.
BE
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3. OUTSIDE OF VENT PIPE SHALL SAND BLASTED TO GOMMERICIAL' STANDARDS AND HAVE ONE
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AT OF LNG CHROMATE PRIMER APPLIED ACCORDING TO FEDERAL 'SPECIFICATION TT 6A OR
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ENAMEL PAINT, EITHER KOPPERS GLAMORTEX N0.501 ENAMEL OLIVE GREEN :SOUTHERN COATINGS
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SECTION A A
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E GARDEN GREEN OR APPR VE UAL.
RUSTALOY N0.0537 ENAM L 0 D EQ
T EXTENSION F R F SET VENT SHALL BE JOINED B WELDING OR MJ SLEEVES
4. VENT 0 OFFSET Y _ VE
ONLY
PURPOSES O _
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STANDARD D M N H L
STAN A A O E
N TR TI N
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SIDE ELEVATION PLAN s E E
WITH VENTED STACK
WT S C
REVISION DATE - NOVEMBER 3, 2008
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A A
1/2 POLYPROPYLENE
Flow FLOW
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HORIZONTAL AND VERTICAL LOCATION
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PRECAST CONCRETE CONSTRUCTION NOTES
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MANHOLE AS SHOWN ON PLANS
FOR M Old S O
IS FOR CENTERLINE OF MANHOLE AND
12 �' DEFORMED
STEEL. ROD
AT - NOVEMBER 3 200
REVISION DATE O 8
ALL INTERSECTING PIPES.
»
1. ALL PRECAST COMPONENTS SHALL MEET REQUIREMENTS ASTM
1 2 MIN.
/
ELEVATION SECTION A —A
C -47 LATEST REVISION AND ASTM C -890.
s, ,
CONSTRUCT SMOOTH
FLOW INVERT
2. ALL "FORMED IN PLACE" CONCRETE SHALL BE CLASS "B ",
3000 PSI MIN.
i
HALL PROTRUDE A MINIMUM OF 5 AND A
CONSTRUCTION NOTES. 1. ALL STEPS S
3. ALL PRECAST SECTIONS SHALL BE CONSTRUCTED PLUMB.
PLAN
MAXIMUM OF 7" FROM INSIDE FACE OF STRUCTURE WALL. 2. STEPS DIFFERING IN
DIMENSIONS CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED
'
4. IF MANHOLES OR VAULTS ARE SET IN LOCATION OF HIGH WATER
PROVIDED THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS OF THE
_
TABLE OR UNDERGROUND WATER IS ENCOUNTERED THE
1
NOTE: MANHOLES ON PLANS NOTED AS HIGH VELOCITY MANHOLES
FROM THE ENGINEER
PROPOSED STEPS AND HAS RECEIVED PRIOR WRITTEN APPROVAL R
CONTRACTOR SHALL INSTALL UNDER DRAINS AND STONE AS
SHALL RECEIVE TWO COATS OF SIKAGARD 62, HIGH — BUILD, EPDXY
FOR THE USE OF SAID STEPS.
DIRECTED IN THE FIELD BY THE ENGINEER.
RESIN COATING OR APPROVED EQUAL ON INVERT CHANNEL.
5. THE PRECAST SUPPLIER SHALL BE RESPONSIBLE FOR THE
STRUCTURAL DESIGN OF THE STRUCTURE AND, WHEN REQUESTED
BY THE ENGINEER, SHALL SUBMIT SHOP DRAWINGS AND DESIGN
MANHOLE INVERTS
CALCULATIONS WHICH HAVE BEEN SIGNED AND SEALED BY A
REVISION DATE - NOVEMBER 3, 2008
c
MANHOLE STEPS
REGISTERED STRUCTURAL ENGINEER.
j�,�
SHEET
E ET
6. THE PRECAST SUPPLIER SHALL SUBMIT BUOYANCY
REVISION DATE - NOVEMBER 3, 2008
CALCULATIONS TO VERIFY ANTI — FLOATATION OF WET WELL,
�
CONTRACTOR SHALL MODIFY STRUCTURE AS REQUIRED TO
ENSURE ANTI—FLOATATION AT NO ADDITIONAL COST TO OWNER.
C=501
NO.
DATE
BY
V 1 PT
RE IS ON DESCRIPTION

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BACKFILL MATERIAL - B K I I I- 111 -Id l- III -III i l l -111 III I
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L! l-I I -1� I -I 1 -1 I \ \\
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BACKFILL MATERIAL \ ! 1 -11 l -) I I -111 - III -11 BACKFILL MATERIAL _ -1 I 1 -I 11 -i l
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COMPACTED IN 3 LIFTS TFE 1El1 111,1 I I I - i CONCRETE COLLAR
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BACKFILL MATERIAL / / / / SECTION /d1 - A
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EMBEDMENT / \ PLUG PIPES WITH 3000 _ -
-
1 MANHOLE WITH M _
FILL PSI CONCRETE FOR R E Y I E Y Y
/ COMPACTED CABC ..• CONSTRUCT INVERT FOR NEW
PIPE' CONNECTION. SEE DETAIL. . d.
UNDISTURBED EXISTING PIPE TO
x. PURPOSES ONLY
EARTH BE ABANDONED I
STANDARD EXCAVAWN
PLUG BOTH INVERTS /ierI I u���t
PVC GRAVITY SEWER
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CONSTRUCTION
BACKFILL MATERIAL
BACKFILL MATERIAL -. _ -
SAWCUT AND REMOVE 1 Q
„ - - - - - - III=-III - - 11-111-111-111-11 - - - - - -III _ i INVERT AND REBUILD
_ I .. I I I II III .III _ SECTION OF EXISTING PIPE FILL- EXISTING PIPE VER
COMPACTED IN 6 LIFTS 11- 1:1.1 -111- III -.- 11.1 -111 - lll Z
COMPACTED IN 6 LIFTS - - - - - -
- - - = - 1I- 111+1 I -�[I� -111- ill -illll
III- - I -1 I I -1 I l -! LI -1 � I- NTH CONCRETE TO MATCH EXISTING
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_ ,. _ _.._ _ i I � - - � _ MANHOLE BENCH' � ...J
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LINE OF PIPE 111 =1� 1 =1 1 =1 6 MIN = SPRING LINE OF PIPE _ _ �P' - - PLAN SPRING L ' _ _ OAP \/. O
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EMBEDMENT / EMBEDMENT \ \�
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INCREMENTS. / MANHOLE DEMOLITION AND ABANDONMENT REVISION DATE , Nf)vEMBER3, 2008 O O
UNDISTURBED FOUNDATION STONE FOR .I 1 _
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REVISION DATE NOVEMBER 3, 2008
EARTH UNDERCUT EXCAVATION ONLY � \� J
AS DIRECTED BY ENGINEER
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NOTES. Q�A
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL,- STATE AND LOCAL SAFETY AND HEALTH
V
REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO BE ;
IN
FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY. `
2. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH
HALL BE FOR ACTUAL QUANTITIES AND SHALL NOT EXCEED THE `WIDTH OF TRENCH SHOWN ON THIS DETAIL.
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Y ENT FOR FOUNDATION STONE 3. FOR UNIT PRICE CONTRACTS ONLY PAM
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X 6 -DEPTH 'INCREMENTS TO THE DEPTH REQUIRED. C) -'J
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4. CLASS I EMBEDMENT SHALL BE NCDOT STANDARD 67 STONE OR APPROVED EQUAL. FOUNDATION
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SHALL BE NCDOT STANDARD 57 OR 67 STONE OR APPROVED EQUAL.
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DETAILS
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REVISION DATE NOVEMBER 3 2008
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STAINLESS STEEL BOLT STEEL ENCASEMENT MASONRY SEAL
1 J:
AT END OF PIPE
,
STEEL ENCASEMENT
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W/ BITUMASTIC PAINT
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CARRIER PIPE 7WEEP HOLES
BOLT -ON TYPE SKID AT BOTTOM
(MIN. 2 PER JOINT, CARRIER PIPE -
SPACED EVENLY)
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NOTE: FOR PRESSURE CARRIER PIPES, IF SUITABLE UNDISTURBED EARTH IS NOT AVAILABLE FOR THRUST BLOCKS DUE
TO EXCAVATION, CONTRACTOR SHALL ATTACH THREADED RODS AS SPECIFIED IN THRUST BLOCK DETAILS TO THE
ENCASEMENT AND ROD FITTINGS DIRECTLY TO THE ENCASEMENT PIPE. ATTACHMENT OF THE RODS SHALL BE BY SHEET
WELDING DIRECTLY TO THE ENCASEMENT PIPE OR BYWELDING EYE BOLTS TO THE ENCASEMENT FOR ATTACHMENT OF
THREADED RODS WITH NUTS. MINIMUM OF THREE RODS REQUIRED PER FITTING.
ENCASEMENT DETAIL. C=502
- V _
REVISION DATE NOVEMBER R 3 200$ ,
NO. DATE BY .REVISION DESCRIPTION
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REVISION DATE NOVEMBER 3, 200$ \ �,
NOTES
BARRIERS 1. FILTER BA S SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND ,
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
C f
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN D ISREPAIR. yy
SLOPE SLOPE. LENGTH(FT) MAXIMUM AREA (SQFT)
ILI.,
DEPOSITS I
3. SEDIMENT TS SHALL BE REMOVED
I;
G2% 700 10 000 AFTER EACH STORM S M EVENT AND WHEN
R
2 TO 5%
75
7,500
'
50
DEPOSITS RE ACH APPROXIMATELY 1/3
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EDGE. BROOMED CLEAN OF DUST BEFORE TACK COAT IS APPLIED. VALVES SHALL BE INSTALLED ON
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2. EDGES TO BE TACKED WITH CRS -1 OR CRS -II. / W
UNDISTURBED EARTH MAINTAINED BY PROPERTY OWNER,
3. THICKNESS OF CABC STONE, I -19.0B BINDER AND SF 9.5A
SURFACE COURSE SHALL MATCH EXISTING CONDITIONS IF GREATER
iBARREL OF PIPE SHALL REST
THAN SHOWN ON DETAILS.
PROVIDE STONE ON UNDISTURBED SOIL
4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT BEDDING UNDER WYE
FULL LENGTH OF SERVICE TRENCH
MARKINGS DISTURBED OR COVERED BY OVERLAY. AND BEND „
SHALL BE COMPACTED 1N 6 LIFTS 1 ! W
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NOTE: TAPPING SADDLES ARE APPROVED FOR
CONNECTIONS TO EXISTING SEWER TINES ONLY
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NOT TO SCALE
NOVEMBER 3 0
REVISION DATE _ ., 20 8 SANITARY SEWER SERVICE
NOT TO SCALE
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NOTES STREAM .BANK STABILIZATION
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1. COFFER DAM WILL BE BUILT SO THAT APPROXIMATELY 400 8 IS CONSTR U CTED AT AN Y TIM E.
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BANK.
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STONE SHALL BE LOCATED WHERE SEC ON - BB
1.: A STABILIZED PAD OF CRUSHED SHALL NOT BE USED FOR COFFER DAM. _ T!. rr ��
EXISTING ROAD.
2. MATERIAL FROM THE STREAM BED
BE ENTERING OR LEAPING A CONSTRUCTION SITE TO OR FROM AN
3. NO EARTHEN MATERIAL SHALL BE USED FOR COFFER DAM OR PLACED IN STREAM FOR
_ I
2. STONE TO BE 2 3 -INCH WASHED STONE RAILROAD 'BALLAST.
ANY REASON. EXCESS EXCAVATED MATERIAL SMALL BE DEPOSITED ON HIGHER GROUND
OUT OF THE STREAM CHANNEL.
}
ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
3. THE i
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING TOP STREAM BANK
PAVEMENT. THIS MAY REQUIRE :PERIODIC TOP DRESSING WITH ADDITIONAL STONE 4. NATURAL STREAM BED SHALL NOT BE DISTURBED FOR PIPE INSTALLATION.
Y €ASURES'
AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF AN M COFFER DAM MATERIAL IS ACCEPTABLE BUT SHALL BE APPROVED BY THE
5. ALTERNATIVE C9 F B
USED TO TRAP SEDIMENT. NC DENR DLR , LAND QUALITY SECTION. Z
SHED OR TRACKED ONTO PUBLIC STREETS
4. ALL SEDIMENT SPILLED, DROPPED, WA
..... 6. CONTRACTOR SHALL REMOVE EXCAVATED MATERIAL. OR DEBRIS FROM WITHIN THE STREAM � ...J
MUST BE REMOVED IMMEDIATELY. CHANNEL PRIOR TO REMOVAL OF THE COFFER DAM.
t I I SANDBAGS
5. WHEN NECESSARY WHEELS MUST BE CLEAN ED TO REMOVE SEDIMENT PRIOR TO 7. ANY DISCHARGE FROM DEWATERING OF THE COFFER DAM :SHALL BE MADE TO A a
ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON EWATERING SILT BAG PER DETAILS.
S I TO AN APPROVED TEMPORARY SEDIMENT TRAP OR D 0
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS N I cn
SEDIMENT BASIN. #..,,
TEMP, 18 CMP Z
6. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.06. FOR STREAM FLOW /E
E NOTE:: 'STABILIZE STREAM. BANK PER _
.. ...
DETAIL AFTER PIPE INSTALLATION
SPEC IAL COFFER D AM DE TAIL
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REVISION DATE NOVEMBER 24 2009 E ,
REVISION DATE NOVEMBER 3 , 2008
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