20140548 Ver 1_Site Plan_20140616

Strickland, Bev
From: John Vilas <john.vilas @mcgillengineers.com>
Sent: Tuesday, June 17, 2014 12:58 PM
To: Strickland, Bev
Cc: Higgins, Karen
Subject: RE: Meadowood Sewer Project, Caldwell County
Attachments: Binderl plans - edits.pdf
Bev,
Attached are the plans with added notes for stream and wetland names and impact site names, otherwise they are the
same. Please let me know if you have any questions,
Thanks,
John Vilas
Director of Environmental Services
McGill Associates, P.A.
3764 Rominger Road I Banner Elk, NC 28604
Phone: [phone] Mobile: [phone] Fax: [phone]
Email: john.vilas @mcgillengineers.com I Website: www.mcgillengineers.com
From: Higgins, Karen [ rna_ ilto :_karen:_h.%ggins(�n�denr:gcav]
Sent: Tuesday, June 17, 2014 11:25 AM
To: John Vilas
Subject: RE: Meadowood Sewer Project, Caldwell County
Yes, just those changes would be great. Thanks John!
Thanks-
Karen
Karen Higgins
401 & Buffer Permitting Unit Supervisor
NC DENR - Division of Water Resources
1617 Mail Service Center, Raleigh, NC 27699 -1617
*Note new Mail Service Center Number*
Phone: [phone]
Email: karen.higgins @ncdenr.gov
Website: http: / /Portal.ncdenr.org /web /wq /401bufferpermitting
1

E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: John Vilas [ijai.ItCn.ojolhln.o_vija . @«�l C illeingiineeirs.corn]
Sent: Tuesday, June 17, 2014 11:23 AM
To: Higgins, Karen
Subject: RE: Meadowood Sewer Project, Caldwell County
Karen,
The plans were not changed (cad drawings not changed) except we added notes (in adobe) for wetland and stream
John Vilas
Director of Environmental Services
McGill Associates, P.A.
3764 Rominger Road I Banner Elk, NC 28604
Phone: [phone] Mobile: [phone] Fax: [phone]
Email: john.vilas @mcgillengineers.com I Website: www.mcgillengineers.com
From: Higgins, Karen [ rna_ ilto :_karen:_h%ggins(c�nCdenr:gcrv]
Sent: Tuesday, June 17, 2014 10:55 AM
To: John Vilas
Subject: RE: Meadowood Sewer Project, Caldwell County
Hey John-
We got the package, thanks for sending everything. I did have one question. I think you had corresponded
with Bev Strickland about getting electronic copies of the site plans. She received site plans from you all, so we
just need to know if there have been any changes from what you sent her already. If there have been any
changes, can you please work with Bev to get her electronic copies.
Thanks-
Karen
Karen Higgins
401 & Buffer Permitting Unit Supervisor
NC DENR - Division of Water Resources
1617 Mail Service Center, Raleigh, NC 27699 -1617
*Note new Mail Service Center Number*
Phone: [phone]
Email: karen.higgins @ncdenr.gov
Website: http: / /Portal.ncdenr.org /web /wq /401bufferpermitting

E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: John Vilas [i i j t : jhnovil @?I C illeingiineeirs.coirn] ol ._ .
Sent: Thursday, June 12, 2014 4:21 PM
To: Higgins, Karen
Subject: Meadowood Sewer Project, Caldwell County
Karen,
We are mailing tomorrow an addendum to the previously submitted PCN package for the referenced project. What we
are sending is a complete PCN package with 5 sets of plans that can simply replace the previous submittal. I just wanted
to give you a heads up this was coming in without a check as the 401 fee was paid with the first mailing. Please call me if
you have any questions.
Thank you,
John Was
Director of Environmental Services
McGill Associates, P.A.
3764 Rominger Road I Banner Elk, NC 28604
Phone: [phone] Mobile: [phone] Fax: [phone]
Email: john.vilas @mcgillengineers.com I Website: www.mcgillengineers.com

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;E\]\/ER REPLA,01 Rqil
CALDWELL COUNTY, NORTH CAROLINA
SRF PROJECT NO. # CS370393 -06
VICINITY MAP NOT TO SCALE C -501 ..... SEWER DETAILS
•
C -502 ..... SEWER DETAILS
FINAL DRAWING
FOR REVIEW �_ °� °FESS� °����= C -503 ..... SEWER DETAILS
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S SEAL o
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PURPOSES ONLY 0 031867 0
A S S O C I A T E S C -504 ..... SEWER DETAILS
ENGINEERING • PLANNING • FINANCE
NOT RELEASED FOR �
1240 19th STREET, LANE NW HICKORY, NC 28601 PH. (828) 328 -2024 FIRM LICENSE # C -0459 CONSTRUCTION
JUNE, 2014

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.
GENERAL CONSTRUCTION NOTES
1. 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 STATES, 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
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 EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERTY
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.
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
SEED ING . TH E SU RFA CE S H ALL BE LO O SE N ED TO A DEPTH OF t4 " -6" TO AC CE PT 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.
10. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO
AASHTO M -36, WITH REROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS. 18" PIPE
SHALL BE 16 GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE
12 GAUGE AS SPECIFIED ON THE PLANS. PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT
1023 -3 FOR PLAIN PIPE OR 1032 -4 (A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE.
DIMPLE BANDS SHALL NOT BE USED.
WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO
AASHTO M -170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032 -9 FOR WALL "B" TYPE.
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHELENE (HDPE). SMOOTH
WALL INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH #57 WASHED STONE UP TO MIN. 6"
OVER THE TOP OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE
"HANCOR BLUE SEAL" OR APPROVED EQUAL.
ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2 CORRUGATED STEEL
MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M -36. THE PIPE SHALL BE
MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF
AASHTO M -274. ALL PIPE SHALL BE FURNISHED WITH REROLLED ENDS AND SHALL BE JOINED WITH
HUGGER BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24" DIAMETER
SHALL BE 16 GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER
SHALL BE 12 GAUGE.
11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
12. CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840 -1 THROUGH 840 -3.
CURB INLET CATCH BASIN SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840.04.
DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION BOXES SHALL CONFORM TO
STANDARD DETAIL 840.31.
13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R- 3233D, PRODUCTS BY DEWEY BROS.,
U.S. FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R -3339A OR EQUAL.
FIELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
14. 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.
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
16. TINDALL PRE -CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
PROJECT SPECIFIC NOTES:
1. QUANTITIES AND LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT QUANTITIES,
ORIENTATIONS, SIZES, LOCATIONS, AND DIMENSIONS ARE TO BE FIELD VERIFIED BY THE CONTRACTOR.
LEGEND - EXISTING
CONDITIONS
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TELEPHONE PEDESTAL
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APPROXIMATE LOCATION OF
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STREET SIGN
THAT CORRECT PIPE GRADES ARE MAINTAINED DURING PIPE INSTALLATION.
EXISTING SEWER LINES
NORTH CAROLINA LAND QUALITY SECTION
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APPROXIMATE LOCATION OF
1
UNDERGROUND CABLE TV SIGN
EXISTING WATER LINES
1
UNDERGROUND FIBER OPTIC CABLE SIGN
BEGINNING CONSTRUCTION. CONTRACTORS SHALL VERIFY ALL PIPE SIZES
APPROXIMATE LOCATION OF
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UNDERGROUND TELEPHONE CABLE SIGN
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EXISTING GAS LINES
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DITCH LINE
40
INTERSTATE HIGHWAY
APPROXIMATE LOCATION OF
66
U.S. HIGHWAY
EXISTING SEWER LINES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNTIL NEW LINE IS PLACED INTO
UNDERGROUND CABLE TV LINE
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SERVICE, EXCEPT AT REPLACEMENT PUMP AROUNDS. REFER TO SEWER SPECIFICATION 02730.
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CONCRETE MONUMENT
ry
APPROXIMATE LOCATION OF
70
QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
OVERHEAD CABLE TV LINE
❑ RW MON
RIGHT -OF -WAY MONUMENT
- E----- E- - - - -E- E
APPROXIMATE LOCATION OF
OMB
MAILBOX OR PAPER BOX
WILL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT.
UNDERGROUND ELECTRIC LINE
SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED
E E E E
APPROXIMATE LOCATION OF
❑Pe
POSTAL DROP BOX
DURING CONSTRUCTION.
OVERHEAD ELECTRIC LINE
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UTILITY POLE
PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS. DISPOSE OF SPENT FUELS APPROPRIATELY.
APPROXIMATE LOCATION OF
0UPC.
UTILITY POLE (CTV)
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UNGERGROUND TELEPHONE LINES
O uPL.
UTILITY POLE (LIGHT)
CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST ONE (1) WEEK PRIOR TO BEGINNING CONSTRUCTION.
APPROXIMATE LOCATION OF
O uPELEC.
UTILITY POLE (ELECTRIC)
- - UGT
OVERHEAD TELEPHONE LINES
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UTILITY POLE (TELEPHONE)
- - - -- Row----- R­ - - - -- ROW - - - - - --
RIGHT -OF -WAY
FUNGICIDE AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
O uPEBcT.
UTILITY POLE (ELECTRIC &TELEPHONE)
TREES /SHRUBS
O uPANC.
UTILITY POLE (ANCHOR)
LAND QUALITY SECTION.
TREELINE
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LIGHT POLE
BL.GUM
BLACK GUM
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POWER POLE
BL.OAK
BLACK OAK
DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT
GUY WIRE ANCHOR
C.OAK
CHESTNUT OAK
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MANHOLE
P.OAK
POST OAK
JUNCTION BOX
R.OAK
RED OAK
O
ELECTRIC MANHOLE
W.OAK
WHITE OAK
O
STORM DRAIN MANHOLE
W.PINE
WHITE PINE
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SANITARY SEWER MANHOLE
W.CHERRY
WILD CHERRY
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FIBER OPTIC MANHOLE
Y.PINE
YELLOW PINE
OTMH
TELEPHONE MANHOLE
E.I.P.
EXISTING IRON PIPE OR PIN
FERTILIZER (10- 10 -10) 1,000 LBS
SEWER CLEAN -OUT
R/W
RIGHT OF WAY
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ELECTRIC SERVICE STUB -OUT
KY -31 FESCUE 00 LBS
CENTERLINE
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GAS SERVICE STUB -OUT
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CURVE (SEE CURVE TABLE)
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CATCH BASIN /DROP INLET
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LINE (SEE LINE TABLE)
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WATER METER
BLDG
BUILDING
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FIRE HYDRANT
CIP
CAST IRON PIPE
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WATER VALVE
CMP
CORRUGATED METAL PIPE
b
GAS METER
CONC
CONCRETE
b
GAS VALVE
CPP
CORRUGATED PLASTIC PIPE
LIME 4,000 LBS
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
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E.TRANS= ELECTRIC TRANSFORMER
O/H
OVERHEAD
MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THEM OPERATING AT OPTIMUM EFFICIENCY.
#5 REBAR WITH CAP SET
RCP
REINFORCED CONCRETE PIPE
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SPIKE OR NAIL SET
U/G
UNDERGROUND
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POINT NOT SET
VCP
VITRIFIED CLAY PIPE
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IRON PIPE FOUND (PROPERTY CORNER)
1. QUANTITIES AND LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT QUANTITIES,
ORIENTATIONS, SIZES, LOCATIONS, AND DIMENSIONS ARE TO BE FIELD VERIFIED BY THE CONTRACTOR.
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
GROUND STABILIZATION ON SLOPES GREATER THAN 3:1 MUST OCCUR WITHIN 7 DAYS.
6. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
7. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
8. - REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
13. THE CONTRACTOR SHALL MAINTAIN CONSTRUCTION MESH SAFETY FENCING AROUND THE CONSTRUCTION SITE
AT ALL TIMES. THE CONSTRUCTION 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 PLATES DURING AT ANY POINT IN TIME THAT THE CONTRACTOR IS
ABSENT FROM THE SITE.
14. SILT FENCE AND EROSION CONTROL DEVICES SHALL BE PROVIDED AS SHOWN ON THE PLANS.
REVISION DESCRIPTION
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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
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VERIFIED WITH A CONSTRUCTION LEVEL AND GRADE ROD EVERY 100 FEET OR LESS IN ORDER TO VERIFY
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THAT CORRECT PIPE GRADES ARE MAINTAINED DURING PIPE INSTALLATION.
NORTH CAROLINA LAND QUALITY SECTION
REQUIREMENTS FOR CONSTRUCTION SITES
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NPDES STORMWATER PHASE II REQUIREMENTS SHALL BE MET BY THE CONTRACTOR FOR ALL
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CONSTRUCTION SITES LARGER THAN 1 ACRE. THESE REQUIREMENTS ARE SUMMARIZED AS FOLLOWS:
4.
EXISTING SEWER LINES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNTIL NEW LINE IS PLACED INTO
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE
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SERVICE, EXCEPT AT REPLACEMENT PUMP AROUNDS. REFER TO SEWER SPECIFICATION 02730.
NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND
1. -
IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP A COPY OF
70
QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK.
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THE PLAN ON SITE. DEVIATION FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN
5.
CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION
1. -
OBTAIN GRADING PERMIT.
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WILL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT.
SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED
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2. -
PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ANY OTHER PETROLEUM
DURING CONSTRUCTION.
2. -
INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
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PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS. DISPOSE OF SPENT FUELS APPROPRIATELY.
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AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
6.
CONTRACTOR SHALL NOTIFY THE OWNER AT LEAST ONE (1) WEEK PRIOR TO BEGINNING CONSTRUCTION.
3. -
USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE,
3. -
OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH
FUNGICIDE AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES,
7,
CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES AT LEAST ONE (1) WEEK PRIOR TO ANY
LAND QUALITY SECTION.
4. -
CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE SO THAT NO
CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO THE LOCAL NEWSPAPER, RADIO STATION, FIRE
4. -
PROCEED WITH GRADING, CLEARING AND GRUBBING.
ADVERSE IMPACTS TO WATER QUALITY OCCUR.
DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT
5. -
INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN CALENDAR DAYS (TWICE IN
AGENCY. ALL TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA
5. -
SEED AND MULCH DENUDED AREA WITHIN 14 DAYS AFTER FINISHED GRADES ARE ESTABLISHED. SEED AND SOIL
SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST EPA - APPROVED 303(d)
DEPARTMENT OF TRANSPORTATION.
AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE.
LIST) AND WITHIN 24 HOURS OF ANY STORM EVENT OF MORE THAN 0.5 INCHES OF RAIN IN A 24 -HOUR
SUMMER (PERMANENT) SEEDING (MAY 15 TO AUGUST 15)
PERIOD. MAINTAIN A RAIN GAUGE ON SITE AND KEEP A RECORD OF THE RAINFALL AMOUNTS AND DATES.
8.
CONTRACTOR SHALL PROVIDE TEMPORARY PEDESTRIAN TRAFFIC PROTECTION SURROUNDING TRENCHES DURING
LIME 4,000 LBS
CONSTRUCTION. ALL OPEN TRENCHES AND PITS SHALL BE BACKFILLED OVERNIGHT TO PROVIDE PROTECTION
FERTILIZER (10- 10 -10) 1,000 LBS
6. -
OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS, SUSPENDED OILS,
TO PEDESTRIANS AND VEHICULAR TRAFFIC.
KY -31 FESCUE 00 LBS
OIL SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND EVALUATE THE EFFECTIVENESS OF THE
STRAW MULCH 4,000 LBS. (ANCHORED)
EROSION AND SEDIMENTATION CONTROL MEASURES. IF SEDIMENTATION IS LEAVING THE DISTURBED AREA,
TAKE IMMEDIATE ACTION TO CONTROL THE DISCHARGE.
9.
ANY UNNECESSARY DAMAGE TO EXISTING DRIVES, STRUCTURES, CONCRETE PADS, OR BUILDINGS SHALL BE
GERMAN MILLET 40 LBS.
REPAIRED TO ORIGINAL OR BETTER CONDITION BY THE CONTRACTOR AT NO COST TO THE OWNER.
(OR SMALL- STEMMED SUDAN GRASS ®40 LBS.)
7. -
KEEP A RECORD OF INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE DISTURBED
WINTER (TEMPORARY) SEEDING (AUGUST 15 TO MAY 15) MOUNTAINS
LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE SEDIMENT. MAKE THESE RECORDS AVAILABLE TO
10.
EXISTING ASPHALT SHALL BE SAW -CUT PRIOR TO EXCAVATION FOR THE PROPOSED SEWER LINE.
LIME 4,000 LBS
THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON REQUEST. RECORDS SHALL BE KEPT
FERTILIZER (10- 10 -10) 1,000 LBS
ON THE FORM PROVIDED IN THE SPECIFICATIONS.
KY -31 FESCUE 100 LBS
11.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS, DRIVES, RAILROADS, DURING
STRAW MULCH 4,000 LBS. (ANCHORED)
8. -
MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THEM OPERATING AT OPTIMUM EFFICIENCY.
CONSTRUCTION AND SHALL REPAIR DAMAGED UTILITIES PER REQUIREMENTS OF THE UTILITY OWNER. OPEN
RYE (GRAIN) 120 LBS.
CUTS OF ROADS SHALL BE ALLOWED ONLY WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC
FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
A COPY OF THE GENERAL PERMIT TO DISCHARGE UNDER THE NATIONAL POLLUTANT
PERMISSION IS GRANTED BY THE OWNER. SAND OR A SIMILAR MATERIAL APPROVED BY THE OWNER SHALL BE
SERICEA LESPEDEZA (KOREAN) 50 LBS
HE SPECIFICATIONS.
DISCHARGE ELIMINATION SYSTEM IS INCLUDED IN THE SPECIFICATIONS.
PLACED AS A PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT AND THE ASPHALT AND CLEANED UP
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF
VIOLATIONS OF THE NPDES STORMWATER RULES CONSTITUTE A VIOLATION OF THE FEDERAL CLEAN WATER
PROPERLY AFTER CONSTRUCTION.
1,000 LBS PER ACRE.
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.
12.
ALL MANHOLES BELOW THE 100 -YEAR FLOOD ELEVATION SHALL BE CONSTRUCTED WITH WATERTIGHT FRAMES
ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
AND COVERS.
ESTABLISHED OVER ALL DISTURBED AREAS.
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
GROUND STABILIZATION ON SLOPES GREATER THAN 3:1 MUST OCCUR WITHIN 7 DAYS.
6. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
7. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
8. - REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION.
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
13. THE CONTRACTOR SHALL MAINTAIN CONSTRUCTION MESH SAFETY FENCING AROUND THE CONSTRUCTION SITE
AT ALL TIMES. THE CONSTRUCTION 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 PLATES DURING AT ANY POINT IN TIME THAT THE CONTRACTOR IS
ABSENT FROM THE SITE.
14. SILT FENCE AND EROSION CONTROL DEVICES SHALL BE PROVIDED AS SHOWN ON THE PLANS.
REVISION DESCRIPTION
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8" DIP IN I.E.: 1148.08'
\
8" PVC IN I.E.:1139.40' \ \ \ \ \ \ �9
12" DIP IN I.E.: 1139.19' �
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8" DIP OUT I.E.: 1147.90'
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M
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STA. 30 +43.95
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CONTRACTOR TO VERIFY
E: 1263989.89
SANITARY SEWER MANHOLE
TOP EL: 1146.06
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PROPOSED SILT FENCE,
12" DIP IN I.E.:1141.56'
/
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TYP, SEE DETAIL SHEETS
1r' DIP OUT LE.:1141.40'
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STA. 33 +23.95 14,_0„
N: 768776.28 (MIN. 10' -0" SEPARATION
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12'-6" FROM CENTERLINE
OF EXISTING SEWER LINE
STA. 34 +93.95
N: 768915.34
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AREA FILLED WITH SAWDUST
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E: 1263579.16
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NO. DATE BY
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1165
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TOP EL: 1152.22'
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STA. 48 +76.15
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PROPOSED SILT E: 1262838.32 �� �$ �- - '
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TOP EL: 1149.54' Sc \ \ \ \ /
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12" DIP OUT LE.: 1143.48'
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CO N STRU CT I O N
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25'-0” PERMANENT
STA. 44 +70.62
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N: 768767.15 IPS GPS STATIC Ge
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N 768870.37
E: 1263040.53
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N: 768639.19
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E: 1262968.38 E:1262790.67
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PROPOSED STREAM
EL: 1170.38
SANITARY SEWER MANHOLE
O
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BANK RESTORATION
TOP EL: 1169.84'
I-
STA. 42 +35
TO 43 +20
8" VCP IN I.E.:1163.49'
8" VCP OUT I.E.:1162.49'
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CONTRACTOR TO USE
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W
W
SIDECAST MATERIAL AND
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49 +00

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1 INCH
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PROPOSED SILT
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SANITARY SEWER MANHOLE
CID N
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DETAIL SHEETS TOP EL: 1153.73'
M
12" DIP IN I.E.:1147.96'
' 12" DIP OUT I.E.:1147.91'
25-0" EXISTING
N,
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PERMANENT
' - x'155
PROPOSED MH #25
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,— _ -� - S \
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STA. 54 +49.15
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N: 768127.28
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TOP EL: 1152.13'
12" DIP IN I.E.: 1146.80'
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12" DIP OUT I.E.:1146.74'
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CIO
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12' -6" FROM CENTERLINE �� ♦ . I
OF EXISTING SEWER LINE
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EL: 1156.36
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SANITARY SEWER MANHOLE
W
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TOP EL: 1158.48'
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10" DIP IN LE.: 1149.56'
12" DIP IN I.E.: 1149.39'
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12" DIP OUT I.E.:1149.00'
\ g - - - --
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STA. 51 +54.15
N: 768175.85
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STA. 58 +04.15
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FINAL DRAWING
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W z
40 ° 20 40 g° 120
SHEET G -002
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GRAPHIC SCALE 1 INCH = 40 FEET
M--1
w w
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PROPOSED MH #30
M
U Z
10'�
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STA. 67 +05.66
N: 768769.74
Z a
oc
E: 1261318.76
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PROPOSED
DOGHOUSE MH #29
STA. 65 +73.05 //s / �- , ,� FINAL DRAWING
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N: 768767.29
/,2 ° �"
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E: 1261451.34 / 75 IF 1 IR /
FOR REVIEW
w
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PROPOSED SILT FENCE,
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S'� �- PURPOSES ONLY
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TOP EL: 1161.24'
8" PVC IN I.E.:1157.06'
_
—__ \ \ /\ NOT RELEASED FOR
Z
Z'
\� _
25' -0" EXISTING
PERMANENT
PROPOSED MANHOLE
12" DIP IN I.E.:1151.99'
12" DIP OUT I.E.: 1151.97'
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12 DIP IN I.E.: 1150.34'
12" DIP OUT I.E.: 1150.27'
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2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB
3. ALL MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER.
MINIMUM WEIGHT 315 POUNDS
12"
3. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. SECTIONAL PLAN
4. IF MANHOLE IS SET IN LOCATION OF HIGH WATER TABLE OR UNDERGROUND WATER IS ENCOUNTERED, THE
MIN. d °
4. MANHOLE BASE SHALL BE CAST IN PLACE.
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MANHOLE RING &COVER
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REVISION DATE - NOVEMBER 3, 2008
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8 3/4"
PE DIAMETER
1"
1 1/4"
NOTES:
4" MIN.
10„
1. VENT PIPE SHALL BE 4" SCHEDULE 40 STEEL PIPE.
1/4"
2. INSIDE OF VENT PIPE SHALL HAVE A 3/32 INCH COAL TAR LINING ACCORDING TO AWWA 203.
FINAL DRAWING
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FOR REVIEW
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ENAMEL PAINT, EITHER KOPPERS GLAMORTEX NO.501 ENAMEL (OLIVE GREEN), SOUTHERN COATINGS
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PURPOSES ONLY
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STANDARD MANHOLE
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WITH VENTED STACK
REVISION DATE - NOVEMBER 3, 2008
A A
FLOW FLOW
1/2" POLYPROPYLENE
1/4" PLASTIC
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1 /4"
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HORIZONTAL AND VERTICAL LOCATION
1 1/2"
PRECAST CONCRETE CONSTRUCTION NOTES
FOR MANHOLE AS SHOWN ON PLANS
12" #4 DEFORMED
1—
IS FOR CENTERLINE OF MANHOLE AND
STEEL ROD
REVISION DATE - NOVEMBER 3, 2008
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ALL INTERSECTING PIPES.
1/2" MIN.
ELEVATION SECTION A —A
1. ALL PRECAST COMPONENTS SHALL MEET REQUIREMENTS ASTM
Q
C -478, LATEST REVISION, AND ASTM C -890.
CONSTRUCT SMOOTH
N
FLOW INVERT
2. ALL "FORMED IN PLACE" CONCRETE SHALL BE CLASS "B ",
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CONSTRUCTION NOTES
3000 PSI MIN.
1. ALL STEPS SHALL PROTRUDE A MINIMUM OF 5" AND A
3. ALL PRECAST SECTIONS SHALL BE CONSTRUCTED PLUMB.
PLAN
MAXIMUM OF 7" FROM INSIDE FACE OF STRUCTURE WALL. 2. STEPS DIFFERING IN
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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
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NOTE: MANHOLES ON PLANS NOTED AS HIGH VELOCITY MANHOLES
PROPOSED STEPS AND HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER
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
ENGINEER AND
BY THE , SHALL
MANHOLE INVERTS
CALCULATIONS HAVEUB BEEN SGONED A DINSEA ED BY AGN
REVISION DATE - NOVEMBER 3, 2008
MANHOLE STEPS
REGISTERED STRUCTURAL ENGINEER.
SHEET
REVISION DATE - NOVEMBER 3, 2008
6. THE PRECAST SUPPLIER SHALL SUBMIT BUOYANCY
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
REVISION DESCRIPTION

BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
SPRING LINE OF PIPE
CLASS 1
EMBEDMENT
EARTH v v�v
UNDIS'
EARTH
STANDARD EXCAVATION
BACKFILL MATERIAL
COMPACTED IN 6" LI
BACKFILL MATERIAL
COMPACTED IN 3" LI
EARTH
OVERCUT EXCAVATION
DUCTILE IRON GRAVITY SEWER
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
SPRING LINE OF PIPE
CLASS I —
EMBEDMENT
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6" MIN
STANDARD EXCAVATION
BACKFILL MATERIAL
COMPACTED IN 6" LIFT
SPRING LINE
CLASS I
EMBEDMENT
FOUNDATION STONE FOR
UNDERCUT EXCAVATION 01
AS DIRECTED BY ENGINEEI
UNDISTUR6L-u
EARTH
UNDERCUT EXCAVATION
IN WET CONDITIONS IN UNSTABLE SOILS TYPES
PIPE IN WET OR UNSTABLE CONDITIONS
ALL PIPE TYPES
(AS DIRECTED BY ENGINEER)
NOTES:
1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND HEALTH
REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE
FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY.
2. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR ROCK EXCAVATION AND SELECT BACKFILL IN TRENCH
SHALL BE FOR ACTUAL QUANTITIES AND SHALL NOT EXCEED THE WIDTH OF TRENCH SHOWN ON THIS DETAIL.
3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE
LENGTH OF THE TRENCH REQUIRING UNDERCUT X 6" DEPTH INCREMENTS TO THE DEPTH REQUIRED.
4. CLASS I EMBEDMENT SHALL BE NCDOT STANDARD # 67 STONE OR APPROVED EQUAL. FOUNDATION STONE
SHALL BE NCDOT STANDARD # 57 OR # 67 STONE OR APPROVED EQUAL.
TYPICAL GRAVITY SEWER TRENCHING DETAILS
STEEL ENCASEM
BOLT —ON TYPE SKID
W/ BITUMASTIC PAIN'
OR STAINLESS STEEL
CAI--,
LGJJ J
REVISION DATE - NOVEMBER 3, 2008
STEEL ENCASEMENT
,. -AL
'IPE
BOLT -ON TYPE SKID--j AT BOTTOM
(MIN. 2 PER JOINT, CARRIER PIPE
SPACED EVENLY)
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
WELDING DIRECTLY TO THE ENCASEMENT PIPE OR BY WELDING EYE BOLTS TO THE ENCASEMENT FOR ATTACHMENT OF
THREADED RODS WITH NUTS. MINIMUM OF THREE RODS REQUIRED PER FITTING.
ENCASEMENT DETAIL
REVISION DATE - NOVEMBER 3, 2008
Mr-LJ it L nnu 1^1 r TOP TO
GRADE.
)MPACTED
ELEVATION VIEW
WITH
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MANHOLE DEMOLITION AND ABANDONMENT
REVISION DATE - NOVEMBER 3, 2008
PLUG PIPES WITH 3000
PSI CONCRETE
EXISTING PIPE TO
BE ABANDONED
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SAWCUT AND REMOVE 1' d
SECTION OF EXISTING PIPE
FILL EXISTING PIPE INVERT AND
REBUILD WITH CONCRETE TO MATCH
EXISTING MANHOLE BENCH
SECTION A —A
A
FLOW
PLUG PIPES WITH 3000
PSI CONCRETE
EXISTING PIPE TO
BE ABANDONED
A _
FLOW T
SAWCUT AND REMOVE 1" -
SECTION OF EXISTING PIPE
a
NEW PIPE INTO
EXISTING MANHOLE
CONSTRUCT INVERT FOR NEW
PIPE CONNECTION. SEE DETAIL.
CONCRETE COLLAR AT NEW
PIPE CONNECTION
NEW PIPE INTO
EXISTING MANHOLE
CONCRETE COLLAR AT NEW
PIPE CONNECTION
CONSTRUCT INVERT FOR NEW
PIPE CONNECTION. SEE DETAIL.
FLOW
FILL EXISTING PIPE INVERT AND REBUILD
WITH CONCRETE TO MATCH EXISTING
MANHOLE BENCH
MANHOLE LINE ABANDONMENT
REVISION DATE - NOVEMBER 3, 2008
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
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1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED
+ / \/ OR INSTALL PLUG FOR FUTURE
SERVICE. WHEN REQUIRED BACKFLOW
EDGE. BROOMED CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
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2. EDGES TO BE TACKED WITH CRS -I OR CRS -II.
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UNDISTURBED EARTH MAINTAINED BY PROPERTY OWNER.
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THAN SHOWN ON DETAILS.
BARREL OF PIPE SHALL REST
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4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT
MARKINGS DISTURBED OR COVERED BY OVERLAY.
BEDDING UNDER WYE
AND BEND FULL LENGTH OF SERVICE TRENCH
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CONNECTIONS TO EXISTING SEWER LINES ONLY
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ASPHALT STREET REPAIRS
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
SANITARY SEWER SERVICE
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
SHEET
C=503
INO.j DATE BY
REVISION DESCRIPTION

EXISTING ROAD 10' 4' 36' MIN.
6"
6"
6" HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
`I-,MILI-,VML/ DMLLMJ I) I�
NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD.
2. STONE TO BE 2 — 3 INCH WASHED STONE RAILROAD BALLAST.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE
AS CONDITIONS DEMAND AND REPAIR AND /OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT BASIN.
6. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.06.
STABILIZED CONSTRUCTION ENTRANCE
REVISION DATE - NOVEMBER 3, 2008
ANCHOR FABRIC
INTO EARTH FILL
RESLOPE EXISTING STREAM BANK TO ORIGINAL
CONTOURS AND STABILIZE WITH NATIVE PLANT
SEED MIX PER EROSION CONTROL NOTES
CONSTRUCT BENCH IN
SLOPE AS REQUIRED FOR
EQUIPMENT ACCESS
INSTALL HEAVY COCONUT FIBER MATTING W/ NATURAL
FIBER NETS ON DISTURBED SLOPE AREAS. SECURE W/
12" WOODEN STAKES ® 36" O.C.
2' MAX.
18" CLASS B RIPRAP'­III, 11I\ _
FILTER FABRIC (MIRAFI
140N OR EQUAL)
EXTEND RIPRAP A MINIMUM
OF 12" BELOW STREAM BED
PLASTIC LIN
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SECTION A —A
PRECAST CONCRETE
BARRIER
NORMAL STREAM
LEVEL
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SANDBAGS AT
ANY OPENINGS
STREAM
BED
CONTRACTOR TO REMOVE EXCAVATED
MATERIAL OR DEBRIS FROM STEAM BED
PRIOR TO REMOVAL OF COFFER DAM
NOTES:
1. COFFER DAM WILL BE BUILT SO THAT APPROXIMATELY 400' IS CONSTRUCTED AT ANY TIME.
BOTH ENDS OF THE COFFER DAM SHALL BE TIED INTO INTO THE EXISTING STREAM BANK.
2. MATERIAL FROM THE STREAM BED SHALL NOT BE USED FOR COFFER DAM.
3. NO EARTHEN MATERIAL SHALL BE USED FOR COFFER DAM OR PLACED IN STREAM FOR
ANY REASON. EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED ON HIGHER GROUND
OUT OF THE STREAM CHANNEL.
4. NATURAL STREAM BED SHALL NOT BE DISTURBED FOR PIPE INSTALLATION.
5. ALTERNATIVE COFFER DAM MATERIAL IS ACCEPTABLE BUT SHALL BE APPROVED BY THE
NC DENR DLR, LAND QUALITY SECTION.
6. CONTRACTOR SHALL REMOVE EXCAVATED MATERIAL OR DEBRIS FROM WITHIN THE STREAM
CHANNEL PRIOR TO REMOVAL OF THE COFFER DAM.
7. ANY DISCHARGE FROM DEWATERING OF THE COFFER DAM SHALL BE MADE TO A
TEMPORARY SEDIMENT TRAP OR DEWATERING SILT BAG PER DETAILS.
SPECIAL COFFER DAM DETAIL
(FOR PIPE INSTALLATION ON RIVER OR STREAM BANK)
REVISION DATE - NOVEMBER 24, 2009
ANCHOR FABRIC 6"
INTO EARTH FILL
12" — 18" CLASS B RIPRAP
FILTER FABRIC (MIRAFI
140N 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.
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EXTEND RIPRAP A MINIMUM
OF 12" BELOW STREAM BED
STREAM BANK PROTECTION
(NO FERTILIZER TO BE USED WITHIN 10' OF BANK)
4' MIN.
NATURAL
GROUND
i� 2'
X/
TEMP. 18" CMP
FOR STREAM FLOW
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CLASS B RIPRAP (REMOVE AFTER
CONSTRUCTION OR REUSE FOR
STREAM BANK STABILIZATION)
NOTE: STABILIZE STREAM BANK PER
DETAIL AFTER PIPE INSTALLATION
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TEMP. 18" CMP
FOR STREAM FLOW
6" OF #57
WASHED STONE SANDBAGS
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AREA SHALL BE PUMPED TO EITHER A TEMPORARY
SEDIMENT TRAP OR DEWATERING SILT BAG PER DETAILS
SMALL CREEK CROSSING
REVISION DATE - NOVEMBER 24, 2009
FINAL DRAWING
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REVISION DESCRIPTION
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