20140562 Ver 1_More Info Received_20140609

Strickland, Bev
From: Joel Whitford <Joel .Whitford @Mcgillengineers.Com>
Sent: Monday, June 09, 2014 2:57 PM
To: Strickland, Bev
Subject: RE: DWQ# 140562 - Elmwood Cemetary Sewer
https:Hfile.ac /eXFWy3ypLTw/
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 10:01 AM
To: Joel Whitford
Subject: DWQ# 140562 - Elmwood Cemetary Sewer
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 300 dpi, not grayseale or color). If the plans are too large to store in TIF format, they can be stored in PDF.
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
Email Address: Bev.Stricklanda,ncdenr.gov
E -mail correspondence to and from this address mar° be subject to the Forth Carolina Puhlic Records Larti°and mar° be disclosed to thlr-d parties.
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GENERAL NOTES.
NORTH CAROLINA LAND QUALITY SECTION
(O
EROSION CONTROL NOTES
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 ENERGY, MINERAL, AND LAND
RESOURCES (DEMLR), LAND QUALITY" SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL
WORK.
REVISION DATE - NOVEMBER 24, 2008
1. -
CALL THE LAND QUALITY SECTION AT 919- 791 -4200 BEFORE LAND DISTURBING ACTIVITIES BEGIN. PRIOR TO
W.OAK
BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE "EROSION
E)
AND SEDIMENT CONTROL APPROVALu - FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
W.PINE
OWL
O
1.
PROPERTY AND RIGHT-OF-WAY INFORMATION ARE FROM TAX MAPS AND
9.
WATER. AND STORM SEWER LINES SHALL HAVE A MINIMUM 24 VERTICAL.. SEPARATION.
15.,
CONTRACTOR SHALL E RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROAD DURING
B S
NOTE: ALL UTILITY INSTALLATION WITHIN 25' OF A' RIVER OR STREAM BANK SHALL BE INSTALLED PER STREAM
CULVERT
a
ELECTRIC PEDESTAL
NOTED" AS STREAM PROTECTION AREAS SILT FENCE IN THESE AREAS SHALL NOT BE INSTALLED CLOSER THAN 5'
HIGHWAY DEPARTMENT AND SHOULD BE CONSIDERED APPROXIMATE.
FROM CREEK BANK UNLESS FIELD CONDITIONS PREVENT SUFFICIENT CLEARANCE ALL SILT FENCES SHALL BE
RCP
INSPECTED AND CLEANED AS NEEDED AFTER EACH RAIN.
A PAIR ASP REQUIREMENTS OF THE
CONSTRUCTION AND SHALL RE ROADS PER EQ NORTH CAROLINA
X X
FENCE
.
SIGN
CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY THE 25' BUFFER FOR STREAMS WHERE SHOWN
10.
SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.
- TON BY A REPRESENTATIVE
OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON SITE INSPECTION OF THE NORTH S
TI PEN CUTS' OF EXISTING ROAD
DEPARTMENT OF TRANSPORTATION. NO 0 S SHALL BE ALLOWED
__ � �
APPROXIMATE LOCATION of
TE
{ slcN
STREET SIGN
2.
CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION
ARE STABILIZED FOR THAT 2000' SECTION. UPON STABILIZATION OF THAT SECTION ANOTHER 2000' SECTION CAN
PLAN WILL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT.
BE CONSTRUCTED AND STABILIZED.
EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED
ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM PATTERNS ABOVE
EXI TING SEWER IN S
s E LINES
AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS WILL BE CONSTRUCTED IN
APPROPRIATELY.
UNDISTURBED BANKS AWAY FROM THE STREAM FLOW.
THAN THE ORIGINAL. SITE, OR AS NOTED.
11.
CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY
UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
T TRANSPORTATION. SAND 0
BY THE NORTH CAROLINA DEPARTMENT OF N R A SIMILAR MATERIAL
SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY
LOCATION F
APPROXIMATE 0 ON0
UPON COMPLETION OF SLOPE STABILIZATION.
R CA SIGN
UNDERGROUND CABLE TV
ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE MADE USING
( TWICE IN SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST
TEMPORARY BRIDGES. NO STREAM M BANK OR STREAM BED DISTURBA NCE SHALL BE ALLOWED FOR EQUIPMENT UIPMENT
TO THE LOCAL
ROAD BEING. CLOSED. FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED O
CROSSINGS.
T TRANSPORTATION
APPROVED BY THE NORTH CAROLINA DEPARTMENT OF SHALL BE PLACED AS
U AREA WITHIN 14 DAYS AFTER FINISHED GRADES ARE ESTABLISHED SEE CHART THIS
-SEED AND MULCH DENUDED EA
EXISTING' WATER LINES
SHEET ) FOR ADDITIONAL SEEDING REQUIREMENTS. SEED AND SOIL AMENDMENTS SHALL BE PLACED ON A
UNDERGROUND FIBER OPTIC CABLE SIGN
3:
LOCATIONS OF EXISTING UTILITIES AS SHOWN. ARE APPROXIMATE ONLY. EXACT
APPLIED BY HYDROSEEDER, APPLY EMULSIFIED ASPHALT AT 0.10 GALLON PER SQUARE YARD.
NEWSPAPER RADIO STATION, FIRE DEPARTMENT COUNTY SHERIFFS DEPARTMENT
, T
LIME , 4,000 LBS
A
PROTECTIVE BARRIER BETWEEN TRACK EQUIPMENT AND.THE -RO D AND CLEANED UP PROPERLY
A E Q N R ERLY
G G
APPROXIMATE LOCATION OF
EXISTING GAS LINES
i, uc Ta.
HONE CA SIGN
UNDERGROUND TELEPHONE CABLE
STRAW MULCH 60 -80 BALES
LOCATIONS ARE TO BE VERIFIED IN THE FIELD- BY THE CONTRACTOR., AT LEAST THREE...
FOR SUMMER SEEDING ADD TO THE ABOVE:
AMBULANCE AND THE COUNTY EMERGENCY MANAGEMENT AGENCY. ALL TRAFFIC
,
GERMAN MILLET 40 LBS
AFTER CONSTRUCTION.
- -- - - - -- - - - -- -- - -_
D� �� DL----- o�
DITCH .LINE
FOR WINTER SEEDING ADD TO THE ABOVE:
INTERSTATE HIGHWAY
RYE GRAIN 120 LBS
DAYS PRIOR TO CONSTRUCTION CONTRACTOR MUS NO
T TIFY EXISTING UTILITY OWNERS.
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 1,000 LBS
CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT
16.
CONTRACTOR SHALL NOT LAY ANY PIPELINES OUTSIDE OF PERMANENT EASEMENTS: IF LINES
- - - -- crv'- - - - - cTV-
APPROXIMATE LOCATION OF
ss
us. HIGHWAY
STEP 2 -2/3 MULCH, RATE APPLIED IN OPPOSING DIRECTION.
CALL BEFORE YOU DIG, NORTH CAROLINA ONE CALL 1 -800- 632 -4949.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
OF TRANSPORTATION.
ESTABLISHED OVER ALL DISTURBED AREAS.
MUST BE MOVED FOR ANY REASON, THE OWNER WILL SECURE ANY REQUIRED EASEMENTS
FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
UNDERGROUND CABLE TV LINE
PURE LIVE SEED SWITCHGRASS 4 LBS
CONCRETE MONUMENT
4.
ALL WORK- NEAR AND AROUND WATERWAYS .MUST CONFORM TO THE RULES OF THE
12.
CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN
ALL SLOPES 2.1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING
PRIOR TO MOVING ANY LINES:
-
CTV
APPROXIMATE LOCATION OF
OVERHEAD CABLE TV LINE
a RW MON
RIGHT -OF -WAY MONUMENT
APPLY ZERO NITROGEN AT PLANTING.
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL. RESOURCES, DIVISION
INCORPORATE SOIL AMENDMENTS INTO TOPSOIL /ROOT ZONE BEFORE SEEDING.
LOCATED AND 24 HOURS PRIOR TO CONSTRUCTION. THE °ENGINEER WILL EVALUATE. THE
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS).
- - _ _ - _ _ -E
E
APPROXIMATE LOCATION OF
UNDERGROUND ELECTRIC LINE
fl ate
MAILBOX OR PAPER BOX
SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEED MIXES AND RATES TO MATCH SEEDER USED, A NO -TILL,
OF WATER RESOURCES.
DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW AND PICKER WHEEL
LOCATION OF EXISTING UTILITIES AND. DETERMINE WHETHER OR NOT THE PROPOSED
17.
CONTRACTOR SHALL PROVIDE GROUNDCOVER PER NPDES REQUIREMENTS. SEE CHART THIS
Q
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
'
pPe
POSTAL DROP BOX
TREES. NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWING:
GRASSES - BIG BLUESTEM, INDIAN GRASS, LITTLE BLUESTEM, SWITCHGRASS 5 LBS /ACRE EACH
WATER LINE WILL BE MOVED.
AUGUST THRU MAY - GREENRYE 25 LBS /ACRE EACH
SHEET.
- E
APPROXIMATE LOCATION OF OVERHEAD ELECTRIC LINE
0
UTILITY POLE
5.
CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE
13.
ALL FENCE DAMAGED :DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL.
E
18.
ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED MAINTAINED
MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
APPROXIMATE LOCATION OF
st,PC.
UTILITY POLE cTV
( )
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES, LAND QUALITY` SECTION
CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE
UPON APPROVAL, REMOVE EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
AND I ACCORDANCE WITH STANDARD FENCE CONSTRUCTION
IN A WORKMANLIKE MANNER N F
AND ADJUSTED AS NEEDED DURING THE DEMOLITION OR CLEARING AND GRUBBING PHASES '
uNGERGRauND TELEPHONE LINES
•uPn
UTILITY POLE (LIGHT)
LEVIED DUE TO POLLUTION CREATED. DURING . CONSTRUCTION.
PRACTICES AT THE CONTRACTOR'S EXPENSE..
0
AS WELL AS THROUGHOUT THE DURATION OF THE PROJECT AND UNTIL PERMANENT
__ ___ _______ __________ __
QH I - - --
APPROXIMATE LOCATION OF
•UP C.
UTILITY POLE (ELECTRIC)
6.
CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, AND LOCAL REGULATIONS PERTAINING TO
14.
CONTRACTOR SHALL FIELD LOCATE ALL EXISTING BURIED TELEPHONE LINES IN CONFLICT WITH
L
VEGETATION ON THE PROJECT IS ESTABLISHED,
----- - - - - --
OVERHEAD TELEPHONE LINES
RIGHT -OF -WAY
suPtt�.
UTILITY POLE. (TELEPHONE)
CONSTRUCTION OPERATIONS.
THE PROPOSED WATER LINE. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINES SHALL BE
19.
CONTRACTOR SHALL KEEP EXISTING SEWER IN SERVICE DURING CONSTRUCTION OF NEW SEWER.
�
TREES %
0 uPE&T.
UTILITY POLE ELECTRIC & TELEPHONE)
(
MOVED DURING CONSTRUCTION OF THE PROPOSED WATER LINE AND RE -LAID
BYPASS PUMPING SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION SECTION 02730.
SHRUBS
UP ANC.
!u ANC:
UTILITY POLE (ANCHOR)
7.
WATER LINES SHALL HAVE 3` MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
AT NO ADDITIONAL COST TO THE OWNER.
TREELIKE
-�-
LIGHT POLE
ONE (1) OPERATING PUMP SHALL BE PROVIDED WITH ONE (1) STANDBY PUMP ON SITE READY
TO BE PLACED INTO SERVICE IF NEEDED. EACH PUMP SHALL HAVE A CAPACITY OF 3,500 GPM.
BLGUM
BLACK GUM
•PP
POWER POLE
8.
WATER AND SANITARY SEWER LINES SHALL HAVE A MINIMUM 10 HORIZONTAL
BL OAK
BLACK OAK
GUY WIRE ANCHOR
SEPARATION OR A MINIMUM 24 VERTICAL SEPARATION WITH WATER OVER SEWER, OR
BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE 10' EITHER SIDE OF THE CROSSING.
GENERAL CONSTRUCTION NOTES
REVISION DATE -JUNE 16, 2009
1. FINISH GRADE TOLERANCES ER CES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY MAKE GRADE
CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 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 THAN
95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE 'DENSITY
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR
METHOD OF MOISTURE- DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER
SPECIFICATIONS.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA
NOT CLEARED AND 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 PROPERLY DISPOSED OF BY
THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT ETC., MAY BE PLACED 1N
SPECIFIC 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 C C
N COMPACTION REQUIREMENTS IN THESE AREAS. WHEN .DISPOSAL SITES ARE NOT
PROVIDED, THE CONTRACTOR SHALL REMOVE THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT
AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES,
UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY AGENCY, OR COMPANY HAVING
JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR
HIS OWN USE ANY ABANDON ED UTILITY, L Y HE M UST PRESENT TO THE OWNER WRITTEN PERMISSION FROM
THE UTILITY INVOLVED.
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY
THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, UNLESS SPECIFIED OTHERWISE.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE
ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL
TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN DITCHES
AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE
SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER
THAN 3 ", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE
SHALL BE LOOSENED TO A DEPTH OF f4 " -6"
TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH
SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL
SEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO- SEEDER ". HAND SEEDING SHALL BE AUTHORIZED
ON AN AREA BY AREA APPROVAL BY THE ENGINEER. DISTURBED AREAS SHOULD THEN BE MATTED WITH
SHORT -TERM PHOTODEGRADABLE EROSION CONTROL MATTING.
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 1032 -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 POLYETHYLENE (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 ADS N12 WT
OR APPROVED EQUAL
WHERE SPECIFIED, 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, PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
C.OAK
NORTH CAROLINA LAND QUALITY SECTION
(O
EROSION CONTROL NOTES
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 ENERGY, MINERAL, AND LAND
RESOURCES (DEMLR), LAND QUALITY" SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL
WORK.
REVISION DATE - NOVEMBER 24, 2008
1. -
CALL THE LAND QUALITY SECTION AT 919- 791 -4200 BEFORE LAND DISTURBING ACTIVITIES BEGIN. PRIOR TO
W.OAK
BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE "EROSION
E)
AND SEDIMENT CONTROL APPROVALu - FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
W.PINE
RESOURCES, DIVISION OF ENERGY, MINERAL AND LAND RESOURCES OR THE LOCAL AUTHORIZED PROGRAM. THE
O
APPROVAL NOTICE MUST BE AVAILABLE ON -SITE DURING ALL GRADING AND CONSTRUCTION ACTIVITIES.
2. -
INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
DIP
AND NATURAL RESOURCES, DIVISION OF ENERGY, MINERAL AND LAND RESOURCES, LAND QUALITY SECTION.
E &T
NOTE: ALL UTILITY INSTALLATION WITHIN 25' OF A' RIVER OR STREAM BANK SHALL BE INSTALLED PER STREAM
FOC
PROTECTION DURING EXCAVATION DETAIL SEEDING AND MULCHING SHALL BE COMPLETED DAILY IN AREAS
GIP
NOTED" AS STREAM PROTECTION AREAS SILT FENCE IN THESE AREAS SHALL NOT BE INSTALLED CLOSER THAN 5'
0/H
FROM CREEK BANK UNLESS FIELD CONDITIONS PREVENT SUFFICIENT CLEARANCE ALL SILT FENCES SHALL BE
RCP
INSPECTED AND CLEANED AS NEEDED AFTER EACH RAIN.
3. -
OCTOBER 15 TO APRIL 15 TO ACCOMMODATE COE AND DW
NO WORK SHALL BE PERFORMED IN STREAM FROM OC O ( Q
VCP
RECOMMENDATIONS CONCERNING WORK IN TROUT WATERS).
4. -
CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY THE 25' BUFFER FOR STREAMS WHERE SHOWN
ON THE PLANS AND THE MARKERS ARE TO BE VISIBLE AT ALL TIMES DURING CONSTRUCTION.
5. ` -
- TON BY A REPRESENTATIVE
OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON SITE INSPECTION OF THE NORTH S
FEDERAL
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF ENERGY, MINERAL AND LAND
CONSTRUCTION SITES LARGER THAN 1 ACRE. THESE REQUIREMENTS ARE SUMMARIZED AS FOLLOWS:
RESOURCES, LAND QUALITY SECTION.
6. -
CONSTRUCTION SHALL BE LIMITED TO 2000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS, AND DITCHES
THE PLAN ON SITE.' DEVIATION FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL
ARE STABILIZED FOR THAT 2000' SECTION. UPON STABILIZATION OF THAT SECTION ANOTHER 2000' SECTION CAN
PLAN WILL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT.
BE CONSTRUCTED AND STABILIZED.
7. -
ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM PATTERNS ABOVE
PETROLEUM PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS. DISPOSE OF SPENT FUELS
AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS WILL BE CONSTRUCTED IN
APPROPRIATELY.
UNDISTURBED BANKS AWAY FROM THE STREAM FLOW.
8. -
OFF SITE DISPOSAL OF MATERIAL IS ALLOWED
PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE NO 0 S
INSECTICIDE, FUNGICIDE AND RQDENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN.
9. -
SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY
NO ADVERSE IMPACTS TO WATER QUALITY OCCUR.
UPON COMPLETION OF SLOPE STABILIZATION.
10. -
ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE MADE USING
( TWICE IN SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGES TO STREAMS ON THE LATEST
TEMPORARY BRIDGES. NO STREAM M BANK OR STREAM BED DISTURBA NCE SHALL BE ALLOWED FOR EQUIPMENT UIPMENT
EPA- APPROVED 303(d) LIST) AND WITHIN 24 HOURS OF ANY STORM EVENT OF MORE THAN 0.5
CROSSINGS.
11. -
U AREA WITHIN 14 DAYS AFTER FINISHED GRADES ARE ESTABLISHED SEE CHART THIS
-SEED AND MULCH DENUDED EA
OF THE RAINFALL AMOUNTS AND DATES.
SHEET ) FOR ADDITIONAL SEEDING REQUIREMENTS. SEED AND SOIL AMENDMENTS SHALL BE PLACED ON A
OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS,
LC S TACKED WITH TACKING AGENT
PREPARED SEEDBED AT THE FOLLOWING RATES' PER ACRE, STRAW MULCH HALL BE K WI
SUSPENDED OILS, OIL SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND EVALUATE THE
APPLIED BY HYDROSEEDER, APPLY EMULSIFIED ASPHALT AT 0.10 GALLON PER SQUARE YARD.
EFFECTIVENESS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES. IF SEDIMENTATION IS
LIME , 4,000 LBS
LEAVING THE DISTURBED AREA, TAKE IMMEDIATE 'ACTION TO CONTROL THE DISCHARGE.
FERTILIZER (10- 10 -10) 1,000 LBS
KEEP A RECORD OF INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE
KY -31 FESCUE 100 LBS
DISTURBED LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE SEDIMENT. MAKE THESE
STRAW MULCH 60 -80 BALES
RECORDS AVAILABLE TO THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON
FOR SUMMER SEEDING ADD TO THE ABOVE:
REQUEST.
GERMAN MILLET 40 LBS
MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THEM OPERATING AT OPTIMUM
SMALL- STEMMED SUDAN GRASS 50 LBS
EFFICIENCY.
FOR WINTER SEEDING ADD TO THE ABOVE:
CONTACT THE ENGINEER FOR A COPY OF THE GENERAL PERMIT TO DISCHARGE STORMWATER
RYE GRAIN 120 LBS
UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM.
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 1,000 LBS
VIOLATIONS OF THE NPDES STORMWATER RULES CONSTITUTE A VIOLATION OF THE FEDERAL CLEAN
PER ACRE. HYDROSEED FROM TRUCK OR TRAILER UNIT, USING TRUCK MOUNTED OR HAND HELD SPRAYER. A
WATER ACT AND ARE SUBJECT TO CIVIL PENALTIES OF UP TO $27,000 PER DAY. UNDER STATE
TWO STEP METHOD SHALL BE USED ACCORDING TO THE FOLLOWING:
LAW A DAILY CIVIL PENALTY OF $10000 PER VIOLATION CAN BE ASSESSED FOR VIOLATION OF
STEP 1 -1/3 MULCH, ALL SEEDING AND ALL INOCULANT SPREAD 1N ONE DIRECTION.
STEP 2 -2/3 MULCH, RATE APPLIED IN OPPOSING DIRECTION.
ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS
ESTABLISHED OVER ALL DISTURBED AREAS.
FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
PURE LIVE SEED SWITCHGRASS 4 LBS
BROWNTOP MILLET 8 LBS
GRAIN SORGHUM 2 LBS
ALL SLOPES 2.1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING
NATIVE SEEDING:
THE CORRECT SEEDBED pH IS 5.5 TO 6.5:
APPLY ZERO NITROGEN AT PLANTING.
INCORPORATE SOIL AMENDMENTS INTO TOPSOIL /ROOT ZONE BEFORE SEEDING.
FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS).
SEEDING DEPTH FOR ALL NATIVE SSP. (EXCEPT E.GAMAGRASS) NEED TO BE 1/4" - 1/2 ".
GREATER DEPTHS CAUSE HIGH SEED MORTALITY.
SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEED MIXES AND RATES TO MATCH SEEDER USED, A NO -TILL,
DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW AND PICKER WHEEL
AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED.
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
A O RIVERBANK STABILIZATION SHALL BE A MIXTURE OF NATIVE GRASSES PLANTS AND
SEEDING FOR STREAM R B ,
TREES. NATIVE PLANT MIX SHALL INCLUDE THE FOLLOWING:
GRASSES - BIG BLUESTEM, INDIAN GRASS, LITTLE BLUESTEM, SWITCHGRASS 5 LBS /ACRE EACH
AUGUST THRU MAY - GREENRYE 25 LBS /ACRE EACH
MAY 1 THRU AUGUST - MILLET 25 LBS /ACRE EACH
- WI OW SALIX SERICEA HAZEL ALDER ALMUS SERRULATA
TREES SILKY DOGWOOD (CORNUS AMONUM), SILKY LL ( ), ( )
AND ELDERBERRY (SAMBUEUS CANADENSIS)
NATIVE PLANT MIX VARIATIONS SHALL BE APPROVED BY ENGINEER.
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK;
12. -
MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
13. -
REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES, LAND QUALITY` SECTION
14. -
UPON APPROVAL, REMOVE EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
C.OAK
CHESTNUT OAK
(O
MANHOLE
P.OAK
POST OAK
O ae.
JUNCTION BOX
R.OAK
RED OAK
O
ELECTRIC MANHOLE
W.OAK
WHITE OAK
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STORM DRAIN MANHOLE
W.PINE
WHITE PINE
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SANITARY SEWER MANHOLE
W.CHERRY WILD CHERRY O FIBER OPTIC MANHOLE
Y.PINE YELLOW PINE OTMH TELEPHONE MANHOLE
E.I.P.
EXISTING IRON PIPE OR PIN O C.O. SEWER CLEAN -OUT
R e W
RIGHT OF WAY 0 E.SS ELECTRIC SERVICE STUB -OUT
PERIMETER DIKES, SWALES
CENTERLINE 0 G.SS GAS SERVICE STUB -OUT
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CURVE (SEE CURVE TABLE) 11111 CATCH BASIN /DROP INLET
L
LINE ( SEE LINE TABLE ) Uwm WATER METER
BLDG
BUILDING AFH FIRE HYDRANT
CIP
CAST IRON PIPE VN WATER VALVE
CMP
CORRUGATED METAL PIPE b GAS METER
CONC
CONCRETE b GAS VALVE
CPP
CORRUGATED PLASTIC PIPE 04 IRRIGATION CONTROL VALVE
DIP
DUCTILE IRON PIPE ua POST INDICATOR VALVE
E &T
ELECTRIC & TELEPHONE Is ELECTRIC CABINET
FOC
FIBER OPTIC CABLE 0 ELECTRIC JUNCTION BOX OR OUTLET
GIP
GALVANIZED IRON PIPE IN E.TRANS= ELECTRIC TRANSFORMER
0/H
OVERHEAD #5 REBAR WITH CAP SET
RCP
REINFORCED CONCRETE PIPE O SPIKE OR NAIL SET
U/G
UNDERGROUND POINT NOT SET
VCP
VITRIFIED CLAY PIPE OIPF IRON PIPE FOUND (PROPERTY CORNER)
NPDES STORMWATER PHASE II
REQUIREMENTS FOR CONSTRUCTION SITES
REVISION DATE - NOVEMBER 3, 2008
FEDERAL
NPDES STORMWATER PHASE II 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, FUNGICIDE AND RQDENTICIDE 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(d) LIST) AND WITHIN 24 HOURS OF ANY STORM EVENT OF MORE THAN 0.5
INCH OF RAIN IN A 24 -HOUR PERIOD. MAINTAIN A RAIN GAUGE ON SITE AND KEEP A RECORD
OF THE RAINFALL AMOUNTS AND DATES.
6. -
OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS,
SUSPENDED OILS, OIL SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND EVALUATE THE
EFFECTIVENESS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES. IF SEDIMENTATION IS
LEAVING THE DISTURBED AREA, TAKE IMMEDIATE 'ACTION TO CONTROL THE DISCHARGE.
7. -
KEEP A RECORD OF INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE
DISTURBED LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE SEDIMENT. MAKE THESE
RECORDS AVAILABLE TO THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON
REQUEST.
8. -
MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THEM OPERATING AT OPTIMUM
EFFICIENCY.
CONTACT THE ENGINEER FOR A COPY OF THE GENERAL PERMIT TO DISCHARGE STORMWATER
UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM.
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
BEFORE YOU DIG.
LAW A DAILY CIVIL PENALTY OF $10000 PER VIOLATION CAN BE ASSESSED FOR VIOLATION OF
CALL 1-800-632-4949 TERMS OF THE PERMIT:
N.C. ONE -CALL CENTER
IT'S THE LAW!
NOTE THE FOLLOWING STABILIZATION SCHEDULE SHALL APPLY.
Notification of Combined Self- Monitorine and Self- Inspection Form:
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIMEFRAME
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES
7 DAYS
NONE
DITCHES AND SLOPES
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7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
7 -DAYS FOR SLOPES GREATER
SLOPES 3:1 OR FLATTER
14 DAYS
THAN 50 FEET IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1
AND HQW ZONES)
NOTE: NO FERTILIZER SHALL BE USED WITHIN 10 OF TOP OF STREAM OR RIVER I ER BANK.
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR CONSTRUCTION_
The Sedimentation Pollution Control Act was amended in 2006 to
require that persons responsible for land - disturbing activities inspect a
project after each phase of the project to make sure that the approved
erosion and sedimentation control plan is being follo oed.'
Rules detailing the documentation of these; inspections became
effective October 1, 2010.
To simplif�r documentation of Self- Inspection Reports and NPDES
Self- Monitoring Reports, a combined form is now available. The new
form was developed to satisfy the requirements of the Sedimentation
Pollution Control Act and the NPDES Stormwater Permit for
Construction :activities, NCG 010000. Beginning August 1, 2013, the
Division of Energy, Mineral, and Land Resources is responsible for
administering both the SPCA and the NPDES Stormwater Permit for
Construction Activities, NCG 010000. The combined form should
make it easier to comply with self - inspection requirements.
The Combined Self- Monitoring form is available as a PDF and Ford
document from e La Quality th Land
5 zv eb site.
http:,`-"portal_nodenr.org "iveb:`ir- `erosion
If you have questions or cannot access the form, please contact the Raleigh Regional Office at
(919) 7914200.
NO. DATE BY REVISION DESCRIPTION
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=
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BANKS WITH SEED RESTORED
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n
is N (TYPICAL)
EX EXISTING MANHOLE
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392.44
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SEWER LINES PER
ON SHEET C -503
SEWER LINES PER
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INV. IN= 388.31 (EAST)
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i ON SHEET C -503
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NO.
DATE
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PLAN
PROPOSED SEWER LINE A
. 30 0 15 30 60 90
GRAPHIC SCALE 1 INCH= 30 FEET
PROPOSED MH #10A
`? STA. 33+43.43
N 940547.21
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N T C�-503 GEOGRAPHIC INFORMATION INV. OUT= T /
: 398.81
SYSTEM (TYPICAL)
PROPOSED 24" DIP
GRAVITY SEWER LINE A
NOTE: QUANTITY- AND LOCATION OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY.
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-- 10 OFF EXISTING MANHOLE EXISTING MANHOLE OF 0
--- NG SEWER TOP= .401.68 TOP= 403:47
T
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AVITY TOP OF
I
LINE CREEK BANK BANK
Q EXISTING
, ANDON MANHOLE AND 18" GRAVITY
SEWER LINES PER DETAIL SEWER LINE
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R
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TAKEN FROM VANCE COUNTY INV. TOP= 406.70 398.86 6
N T C�-503 GEOGRAPHIC INFORMATION INV. OUT= T /
: 398.81
SYSTEM (TYPICAL)
PROPOSED 24" DIP
GRAVITY SEWER LINE A
NOTE: QUANTITY- AND LOCATION OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY.
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PROPOSED SEWER LINE A _ w z
EXISTING MANHOLE - --- -
Top= 428.34 (n 30 0 15 30 60 90 r a
INV. IN= 423.93 r
INV. OUT = 423.79
GRAPHIC SCALE 1 INCH = 30 FEET
PROTECT EXIS11N
DWELLING �A�N.�Dp SSE 10° �A�n z j ~ M
IVJ 1 f�UiiTION SEWER LINE u o0
EXISTING MANHOLE ` v
TOP= 423.89 1
w INV. IN= 417.69 z S+
EXISTING INV. OUT= 417.57 �I a
O - - -- � PROPOSED MH #11 A PAVEMENT w REPLACE EXISTING MANHOLE
`
STA. 37 +06.85 WITH 4 DIA. MANHOLE APPROXIMATE PROPERTY LINES 00
PROPOSED PAVEMENT TAKEN FROM VANCE COUNTY I- U
N: 940183.79 fn TOP ELEV. 414.54 GEOGRAPHIC INFORMATION w
- OVERLAY SEE S SYSTEM (TYPICAL)
E: 2172824.27 t Z INV. IN: 405.21 w
N _ -501 TO DETAIL) II Q i INV. OUT: 405.18
` % ,TOP= 41,MA i PROPOSED /�MH #14A PROPOSED M #15A
fNV"ft�= 403.16 EXISTING MANHOLE STA. 40 +80.23 STA. 42 +13.1
INV. tour 4o2s 1 CONNECT MANHOLES U N• 939717.
TOP- 414.54 33
INV. IN= 405.21 N• 939850.30
INV. OUT= 405.18 " W
(n BANDON MANH%E AND w
WITH 10 DIP ® MIN. I E: 2172733. 5
S yVER LINES PIER -DE IL I_ w 0.5% GRADE E: 2172734.19 p�
W
15 TEMPORARY
W III �` N HEET``�C -563 `\ 12° RCP A CONSTRUCTION PROPOSED 24 DIP C� I w H
\ % \ OUTLET= 4��10n.5p8 12 RCP
o ♦ 15 '\TEMPORARY INLET= � 50 OUTLET= 414.00 EASEMENT � w
s - cn...... INLET= 414 -67 GRAVITY SEWER LINE A PROPOS D 5' DIA.
J CONSTRUCTION \
►-,
EASMENi cn
CON DOGHOU�E MH# 17
\ \ _ DE BYPA$$' _ . M PERMANENT N: 939709.04 z o
C) `, ` "EXISTING , \ _ _.. _. _ EASEMENT' VARIES N
F- PROPO \ EASEIuIEN � \ ( PUMPII\CG AS ..NE .SSARY .t °, _m E. 21727 8.17 W
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0 C ..-
- 'CONSTRUCTION) s » fu
,w_�,. �,'I _ __...__-- _--- -- - -t=-� �"' L.F. OF 12 DIP MATTING TO BE INSTALLED ON
µ ,, . EA�EME \ ` , � rr�
EXISTING - - OSED ` E) ISTING SEWER
EASEMENT _00, '`C- -� � ,. `` �. ,�. � � ` .... ,; _ � , = I ^- vet_ -- -
BANKS WITH SEED, RESTORED Po eo
,. -.� ya;-- EASEMENT -�� . ° ..... LIi�E (.TYPICAL) Exls !QG ., *.. � `�zcs_., ..., � \ °e;yC�
�-. - ,+►+� -- -- SLOPES TO MATCH EXISTING �e a
EXISTING MANHOLE - GRA �+ "" , °
TOP= 410.97 D yE _ :�� `e \ e
d'
INV. IN= 403.94 1 _ _ r' 413- V� o
INV. OUT= 403.78
-EXISTING
- Q
._. CONTRACTOR SHALL PROVIDE
.r DWEILING a {� e
,r
B ASS PUMPING AS NECESSARY
tTO
BE 412.
` --•' -- -e .. .r. \ ., . ; . -,. r' REMOVED) ,. ... .,._. ..-.+� "., .., .._ ._.........- „.
4
+OO ` \ DO, ING, CONSTRUCTION
40 ,
PROPOSED MH 12A -, ._ s _.. ✓ >,,,,
PROPOSED
END F_PRC
STA. 38 +17.31 EASEMENT VARIES`` �- N
3,
N: 940112.28 ; ` EXISTING SEWER LINE A
TEMPORARY 18 GRAVITY
E: 2172740.08 TEMPORARY "' EXISTING SEWER LINE EXISTING
SILT FENCE CONSTRUCTION EASEMENT PERMANENT - 413 PROP SED $ DI�A.
` ;' EASEMENT EASEMENT
(TYPICAL) DOGH USE MH# 16A
~-- Tor of
G ANHOL CREEK
EXISTING HOLE TOP= 41 . BANK OFFS T 1.5
INV. IN= 406.12 STA. 2 +43.04
PROPOSED 6' DIA. (� TOP414.87 INV. OUT= 405.86
INV. IN= 405.58 EXISTITOP 416.70 N: 93 689.47
CONCRETE INV�N= 4}g gg (SOUTH) z
DOGHOUSE MH# 13A r HEADWALL INV. OUT= 405.51
STA. 39 +54.99 CONCRETE TOP= 414.65 INV. IN= 411.22 EAST) E: 21 2722.38
HEADWALL TO BE REMOVED INV. OUT= 410.39 j
N: 939975.29 TOP= 414.88 BY CITY PRIOR
EXISTING ABANDON MANHOLE AND
E. 2172726.31 10° GRAVITY ABANDON MANHOLE AND ABANDON NHOLE ND BEFORE You DIG?
SEWER LINE TO CONSTRUCTION CALL 1 800 -632 -4949 I-
EXIST! MANHOLE SEWER LINES PER DETAIL SEWER LINES PER DETAIL SEWER LINE PER DETAIL
rop= 414.06 ON SHEET C -503
NV, IN= 409.06 ON SHEET C -503' ON SHEET C -503 N.C. ONE-CALL CENTER W d
77
INV. OUT= 408. ITS THE LA VV! uj
PROPOSED ASPHALT w V
REPLACEMENT
W
NOTE: FROM MH #3A TO #16A, PROVIDE ALL W Q
WATERTIGHT MANHOLE COVERS AND PROVIDE O
' OR LESS
100
VERY 0 . a- Z
NOTE: QUANTITY AND LOCATION OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. VENT PIPES E W
EXACT QUANTITIES AND LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. NO. DATE BY REVISION DESCRIPTION W >_
0 _ --
ROFIL
SCAL
HORIZ. 1'=
30'
N
�'
420
VERT. 1'=
3`
_ N N
420
P
LINE
A
n>
U4
=wzo
417
o > >
no
417
EXISTING
GROUND
ERR A
T
s
414
18 LF=1
414
12" DIP
09.55%
1
12 "Rp
411
1%
EXISTING
18" GRAVITY
SEWER (TO BE
LF 2
408
18°
(STING
RAVITY
SEWER
(10
___\
q
125
44%
30 LF
24 DIP
405
3
1.01
If 24>"
IP
0 0.58
00.9170
Q
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t
399
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396
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396
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67+00 37 +20 37 +80 38 +40 39 +00 39 +60 40 +20 40 +80 41 +40 42+00 42+6042175

PROPOSED 85 L.F. OF
30" DIA. X 0.25" THICKNESS
CASING INSTALLED BY BORING' '
AND JACKING
PROTECT EXISTING
DWELLING AND SEWER
DURING CONSTRUCTION
PROPOSED MH#26
STA. 10 +25.44
N:938129.07
27 74061.60
EXISTING MANHOLE
TOP= 471,08
INV. IN= 465.28
INV. OUT= 464.00
\ �J
EXISTING
18' GRAVITY
SEWER LINE
x '
�.
w�
PLAN
U
`W zW
z
PROPOSED SEWER, LINE B
30 0 15 30 60 90 w
a
GRAPHIC SCALE 1 INCH - 30 FEET w
I BEFORE YOU DIG! I.� o0
CALL, 1-800-632-4949 M
_ I N.C. ONE -CALL CENTER
3 s 1 N
CONCRETE
SIDEWALK
I I ITS THE LAW.
I I W I EXISTING MANHOLE z a
W TOP= 479.67 -�
EXISTIL � INV. tN= 468.82. (EAST) 0
18" GRAVI�1( I 1N=4&8.32LSOUTH) Go
SEWER U E r ~� INV* 469.67 (WEST) SAWCUT EXISTING PAVEMENT, ,.,a N
rv,/ I INV. OUT= 467.62 CJ
I STORM MANHOLE APPROXIMATE PROPERTY LINES PAVEMENT REPLACEMENT FOR ^
I I TOP= 479.12 I I I TAKEN FROM COUNTY
INV. 1N= 473.15 GEOGRAPHIC INFORMATION N ry RE TRENCH WIDTH
INV. OUT= 473.09
x
I CURB INLET CURB INLET SYSTEM (TYPICAL)
I z f INLET 477.66 INLET= 480.92 V
I INV. UT= 474.23 INV. IN= 477.82
I I I a) STORM MANHOLE (NV. OUT= 476.12
! TOP= 478.58 STORM MANHOLE FBI
W I { INV. IN= 471.43 TOP= 479.08 STORM MANHOLE EXISTING MANHOLE
T INV. IN- 473.32 TOP= 82.32 TOP= 487.90
h>~t
UP i 3 I ..t.. / \ INV. OUT - 471.38 INV. OUT= 473.25 INV. OUT= 477.20 INV. !N= 485:50 PROPOSED MH 5B
/ \ I U # PROPOSED MH #6B W
I
STA. 16+33.97 STA. 18 +90.45 W
N° 937682. 6 . o .: H
" i , �, , ; N: 937495.45 w
GUY WARE \ o
PROPOSED 18 DIP E° 2 7447 1 1 `� es , L
j AND ANCHOR 1 iyj \
i F I I A 'li 1 �i l i\ \ i� k Z Z i j v \ �l
t 4 E. 2174650.44
I j l l \ \, \\ e , \ \
A I I_ - -- - ., -� � sTl�lc GRAVITY SEWER LINE B
YATERIUNIE
N
� � '� .� FIRE ",\0'\
I coNCRE \ � � � � ` IST. / ,� \
\' O
�I CONCRETE DRI STING ` STING HYDRANT O' R W / i UI G , i
„ L. ,.., 2 ` \�
} SIDEWALK GRAVEL AVEL \ t% \ L �i
i , . N
I FENCE CURB 4 , s ;`', / w
J DRIVE
1 _ _ I \ 1 tit z CONCRetE ■ I-
�_X X� <� y eF : , x \ , l SIDEWALK •
- - X_ , � , >, � � � ; � � , � � � , ... �
- S`- iWAiRiL
It s \ \ ` S -
- S
,-`
a-
\ \
T+' �75 \ 11 e
/
I I
I
TOP= 470.07 ` J
1
iNV. !N- J
466.41 \
\
I
\
INV. OUT= 464.77 ,J
/ /
APPROX. BOR
2
PIT LOCATI01VL°EOT NOT
(30'x15') L4WAXT6EDH
\
CURB INLET
INLET= 478.07
I I
INV. OUT= 476.03
fff I
ABANDON MANHOLE I
I I
j
AND SEWER LINES
1
CURB , T
PER DETAIL 46
I
INV. .
ON SHEET INV. OUT= 46.37
I
I
C -503 I
I [
I
t
PROPOSED 5' DIA. I
j I
DOGHOUSE MH# 1B
I
BEGIN PROPOSED 18" DIP
I I
GRAVITY SEWER LINE 8
o
STA. 10 +00.00 I
I 1
N: 938135.50
I
E: 2174036.98
I -eel
I
0
W 46
O
G.
M
r
d
fC
9 +80 10 +20
182
��:7L�il■L' .
10 +80
18" DIP
GRAVITY
SEWER
(I
- ------ - - - - -- __ U4_ ONCREIE CR '
^ao I II I
S-
S -- -- \ / �o
5 - S - - I I 9
■ ®� � � /. e ee e V +e
o s
- i - - S- - -- -f - -- - i' -•> 1f�e�_
- - S $- e° OD � e
\ -.--� "._-- S- .�c---- $ - - --- 5-- -- - -5- -- °Qefn �e. to
- _ -- - - - - -- - \ D
_ X P _ _ i oe ee
.,.r SPMALT ; S � ':: , , ; , , , .- - - CO ._. _... - i ■ of Q ee o �
.-- DRIVE
i , a
< , , „ r
_. _ , � , � , � � CONCRETE
CRETE ._.. 3 L , �
r
.._. Z,w,
SIDEWALK i t
SIDEWALK i�
RETAiNlNG WALL , ,. , �; . , , � ` � ,. � � , ,
z , z t
,
"7
ST RM MANHOLE , , C� , � � , ,>, � O .
TO - .479.12
IN IN= 473.09 a 5 \ . \
i a \' �t \4 4 is?
CUR INLET IN .OUT= 472.01 ° \ \ ? ,t \ ,l , ' „
R8
INLE = 477.70 L, t , , i i `s
CU INLET EXISTING z'`:
I _ INV. IN- 472.50 EAST
INLET- 478.31 { ) �. � �� �� Lt.' .��`�`� ,,Z � � ,��,,.5.
PERMANENT � , , . , , , �IL
! INV. IN= 468.97 { ) EASEMENT EXISTING 4 i
IP I INV. IN= 469.37 SOUTH DROP INLET \., ,, 1 \, , 0;�,l\ t' `i
INV. OUT= 469.23 INLET= 481.14 E S NT TOP= H ;
INV. OUT= 478.11 _ l <'�
INV. OUT= 468.68 j
INV. 7N- 8 .76
INV. OUT= 5.68 i
PROPOSED MH #3B PROPOSED MH 4B
STA. 12 +07.63 STA. 13+96.61 XISTIN MANHOLE
I EXISTING TOP= il.44
CURB N. 937994.49 N° 937855.89 INV. IN 475.34
► E® 2174184.40 INv. 0 474.93 -�
E. 2174312.86
80X ULVERT
4,WX ,H
z
W
FIN L DRAWING W v
W
I W
-FOR R REVI W PURPOSES
NLY
e 2 _ 0
W U0 Z
N0 QUANTITY NOTE: AND L CATION OF EXISTING UTILITIES CITIES AS SHO N ARE APPROXIMATE ONLY.
NOT RELEAS D FOR COST UCTION
I
EXACT QUANTITIES AND Q N LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR:
I _ 0 W
N . DATE BY REVISION EVISION DESCRIPTIt7N All
0
0 z
PROFILE
PROPOSED SEWER LINE B 0
SCALE.. HORIZ. V'= 30 J
VERT. 1 3
W (J) w
489 ,
U
Z
68
98
z
486 -i
EXISTING
49 GROUND
o Im
w °
7J�o 492 o N w t
Q I- Q a!
GROUND a �\ -- � Lu o
F- Q m
42' RCP
; z L m 2(0 z
Z o H cn ® cn z w
Q`w a o JZ
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9 +80 10 +20
182
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10 +80
18" DIP
GRAVITY
SEWER
(I
- ------ - - - - -- __ U4_ ONCREIE CR '
^ao I II I
S-
S -- -- \ / �o
5 - S - - I I 9
■ ®� � � /. e ee e V +e
o s
- i - - S- - -- -f - -- - i' -•> 1f�e�_
- - S $- e° OD � e
\ -.--� "._-- S- .�c---- $ - - --- 5-- -- - -5- -- °Qefn �e. to
- _ -- - - - - -- - \ D
_ X P _ _ i oe ee
.,.r SPMALT ; S � ':: , , ; , , , .- - - CO ._. _... - i ■ of Q ee o �
.-- DRIVE
i , a
< , , „ r
_. _ , � , � , � � CONCRETE
CRETE ._.. 3 L , �
r
.._. Z,w,
SIDEWALK i t
SIDEWALK i�
RETAiNlNG WALL , ,. , �; . , , � ` � ,. � � , ,
z , z t
,
"7
ST RM MANHOLE , , C� , � � , ,>, � O .
TO - .479.12
IN IN= 473.09 a 5 \ . \
i a \' �t \4 4 is?
CUR INLET IN .OUT= 472.01 ° \ \ ? ,t \ ,l , ' „
R8
INLE = 477.70 L, t , , i i `s
CU INLET EXISTING z'`:
I _ INV. IN- 472.50 EAST
INLET- 478.31 { ) �. � �� �� Lt.' .��`�`� ,,Z � � ,��,,.5.
PERMANENT � , , . , , , �IL
! INV. IN= 468.97 { ) EASEMENT EXISTING 4 i
IP I INV. IN= 469.37 SOUTH DROP INLET \., ,, 1 \, , 0;�,l\ t' `i
INV. OUT= 469.23 INLET= 481.14 E S NT TOP= H ;
INV. OUT= 478.11 _ l <'�
INV. OUT= 468.68 j
INV. 7N- 8 .76
INV. OUT= 5.68 i
PROPOSED MH #3B PROPOSED MH 4B
STA. 12 +07.63 STA. 13+96.61 XISTIN MANHOLE
I EXISTING TOP= il.44
CURB N. 937994.49 N° 937855.89 INV. IN 475.34
► E® 2174184.40 INv. 0 474.93 -�
E. 2174312.86
80X ULVERT
4,WX ,H
z
W
FIN L DRAWING W v
W
I W
-FOR R REVI W PURPOSES
NLY
e 2 _ 0
W U0 Z
N0 QUANTITY NOTE: AND L CATION OF EXISTING UTILITIES CITIES AS SHO N ARE APPROXIMATE ONLY.
NOT RELEAS D FOR COST UCTION
I
EXACT QUANTITIES AND Q N LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR:
I _ 0 W
N . DATE BY REVISION EVISION DESCRIPTIt7N All
0
0 z
PROFILE
PROPOSED SEWER LINE B 0
SCALE.. HORIZ. V'= 30 J
VERT. 1 3
W (J) w
489 ,
U
Z
68
98
z
486 -i
EXISTING
49 GROUND
o Im
w °
7J�o 492 o N w t
Q I- Q a!
GROUND a �\ -- � Lu o
F- Q m
42' RCP
; z L m 2(0 z
Z o H cn ® cn z w
Q`w a o JZ
II 2
II 9 •82'x° �' 0 0 0 0 0 "J
5 LF 1
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t
I
25
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i
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9 +80 10 +20
182
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10 +80
18" DIP
GRAVITY
SEWER
(I
- ------ - - - - -- __ U4_ ONCREIE CR '
^ao I II I
S-
S -- -- \ / �o
5 - S - - I I 9
■ ®� � � /. e ee e V +e
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- i - - S- - -- -f - -- - i' -•> 1f�e�_
- - S $- e° OD � e
\ -.--� "._-- S- .�c---- $ - - --- 5-- -- - -5- -- °Qefn �e. to
- _ -- - - - - -- - \ D
_ X P _ _ i oe ee
.,.r SPMALT ; S � ':: , , ; , , , .- - - CO ._. _... - i ■ of Q ee o �
.-- DRIVE
i , a
< , , „ r
_. _ , � , � , � � CONCRETE
CRETE ._.. 3 L , �
r
.._. Z,w,
SIDEWALK i t
SIDEWALK i�
RETAiNlNG WALL , ,. , �; . , , � ` � ,. � � , ,
z , z t
,
"7
ST RM MANHOLE , , C� , � � , ,>, � O .
TO - .479.12
IN IN= 473.09 a 5 \ . \
i a \' �t \4 4 is?
CUR INLET IN .OUT= 472.01 ° \ \ ? ,t \ ,l , ' „
R8
INLE = 477.70 L, t , , i i `s
CU INLET EXISTING z'`:
I _ INV. IN- 472.50 EAST
INLET- 478.31 { ) �. � �� �� Lt.' .��`�`� ,,Z � � ,��,,.5.
PERMANENT � , , . , , , �IL
! INV. IN= 468.97 { ) EASEMENT EXISTING 4 i
IP I INV. IN= 469.37 SOUTH DROP INLET \., ,, 1 \, , 0;�,l\ t' `i
INV. OUT= 469.23 INLET= 481.14 E S NT TOP= H ;
INV. OUT= 478.11 _ l <'�
INV. OUT= 468.68 j
INV. 7N- 8 .76
INV. OUT= 5.68 i
PROPOSED MH #3B PROPOSED MH 4B
STA. 12 +07.63 STA. 13+96.61 XISTIN MANHOLE
I EXISTING TOP= il.44
CURB N. 937994.49 N° 937855.89 INV. IN 475.34
► E® 2174184.40 INv. 0 474.93 -�
E. 2174312.86
80X ULVERT
4,WX ,H
z
W
FIN L DRAWING W v
W
I W
-FOR R REVI W PURPOSES
NLY
e 2 _ 0
W U0 Z
N0 QUANTITY NOTE: AND L CATION OF EXISTING UTILITIES CITIES AS SHO N ARE APPROXIMATE ONLY.
NOT RELEAS D FOR COST UCTION
I
EXACT QUANTITIES AND Q N LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR:
I _ 0 W
N . DATE BY REVISION EVISION DESCRIPTIt7N All
0
0 z
PROFILE
PROPOSED SEWER LINE B 0
SCALE.. HORIZ. V'= 30 J
VERT. 1 3
W (J) w
489 ,
U
Z
68
98
z
486 -i
EXISTING
49 GROUND
o Im
w °
7J�o 492 o N w t
Q I- Q a!
GROUND a �\ -- � Lu o
F- Q m
42' RCP
; z L m 2(0 z
Z o H cn ® cn z w
Q`w a o JZ
II 2
II 9 •82'x° �' 0 0 0 0 0 "J
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W 46
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r
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9 +80 10 +20
182
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10 +80
18" DIP
GRAVITY
SEWER
(I
- ------ - - - - -- __ U4_ ONCREIE CR '
^ao I II I
S-
S -- -- \ / �o
5 - S - - I I 9
■ ®� � � /. e ee e V +e
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- i - - S- - -- -f - -- - i' -•> 1f�e�_
- - S $- e° OD � e
\ -.--� "._-- S- .�c---- $ - - --- 5-- -- - -5- -- °Qefn �e. to
- _ -- - - - - -- - \ D
_ X P _ _ i oe ee
.,.r SPMALT ; S � ':: , , ; , , , .- - - CO ._. _... - i ■ of Q ee o �
.-- DRIVE
i , a
< , , „ r
_. _ , � , � , � � CONCRETE
CRETE ._.. 3 L , �
r
.._. Z,w,
SIDEWALK i t
SIDEWALK i�
RETAiNlNG WALL , ,. , �; . , , � ` � ,. � � , ,
z , z t
,
"7
ST RM MANHOLE , , C� , � � , ,>, � O .
TO - .479.12
IN IN= 473.09 a 5 \ . \
i a \' �t \4 4 is?
CUR INLET IN .OUT= 472.01 ° \ \ ? ,t \ ,l , ' „
R8
INLE = 477.70 L, t , , i i `s
CU INLET EXISTING z'`:
I _ INV. IN- 472.50 EAST
INLET- 478.31 { ) �. � �� �� Lt.' .��`�`� ,,Z � � ,��,,.5.
PERMANENT � , , . , , , �IL
! INV. IN= 468.97 { ) EASEMENT EXISTING 4 i
IP I INV. IN= 469.37 SOUTH DROP INLET \., ,, 1 \, , 0;�,l\ t' `i
INV. OUT= 469.23 INLET= 481.14 E S NT TOP= H ;
INV. OUT= 478.11 _ l <'�
INV. OUT= 468.68 j
INV. 7N- 8 .76
INV. OUT= 5.68 i
PROPOSED MH #3B PROPOSED MH 4B
STA. 12 +07.63 STA. 13+96.61 XISTIN MANHOLE
I EXISTING TOP= il.44
CURB N. 937994.49 N° 937855.89 INV. IN 475.34
► E® 2174184.40 INv. 0 474.93 -�
E. 2174312.86
80X ULVERT
4,WX ,H
z
W
FIN L DRAWING W v
W
I W
-FOR R REVI W PURPOSES
NLY
e 2 _ 0
W U0 Z
N0 QUANTITY NOTE: AND L CATION OF EXISTING UTILITIES CITIES AS SHO N ARE APPROXIMATE ONLY.
NOT RELEAS D FOR COST UCTION
I
EXACT QUANTITIES AND Q N LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR:
I _ 0 W
N . DATE BY REVISION EVISION DESCRIPTIt7N All
0
0 z
PROFILE
PROPOSED SEWER LINE B 0
SCALE.. HORIZ. V'= 30 J
VERT. 1 3
W (J) w
489 ,
U
Z
68
98
z
486 -i
EXISTING
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I j I I I I EXISTING11 -- ; _ DIP GRAVITY -PROPOSED- MH#
8B
_
I T SEWER STA. 20 +90.45 - -- _
EXISTING N: 937351.19
UNDERGROUND I I i E: 2174788.96
TELEPHONE LINE I
I I I APPROXIMATE PROPERTY LINES 18» DIP CONNECT
FROM VANCE COUNTY
GEOGRAPHIC INFORMATION TO EXISTING
SYSTEM TYPICAL
PROP SE (TYPICAL) SAWCUT EXISTING- j ( A is H LI N E STA. 23+00 MANHOLE AT
18' _
GRAVITY EWE AND V ..... ■.- .. �.. ■ ..■....�. ■ ... ■ ■ ..
«, PAVEMENT,PAVEMENT i I CAA / 1`\ �� '� INV. IN 497.31
NE - - - -- REPLACEMENT FOR RAILROAD
-- -_ �- EXISTING RAILROAD BASE
ENTIRE l IZ H--WIDTH, I RIGHT GF WAY , y 3
1 >p PROPOSED MH 11 B
I CONCRETE 1' - EXISTING MANHOLE / o �� v`
f I \ I SIDEWALK t ) TOP= 1505.08 EXISTING t AM �- 0 ,� >( ti STA. 22+71.98
■ r INV.
IN= 497.66 �'N - �- Z ' N G N: 937272.91
1 INV. OUT 497.63 EN EN PIPE (mo ` UP
�' ■ ( �' = EwAEL�iu' �� E: 2174945.98
I I I \ I 1 ' / EXISTING MANHOLE
CONCRETE EXISTING MANHOLE 1 t _
I I TOP= 504.$8`,, /3 TOP= 504.55
■ SIDEWALK' ( � M13Y `, INV. IN= 500.77
� LANDSC ING � ltd IN= 497.4 �. , ., • ., . � , -'� � t 1�
I ( BUILD�NtI `•, y _ /r- , r INV. OUT= 497.12
INV b -.495 4� �/ l
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pGp XIS
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I
1 1
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CON � TOP - 543.99
■
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D ,MASONRY', RETAINING/ J , EXI TING \ INV. IN= 500.49
I - W fONCRETE i ;9�JIL4ING Wpt j / RAfL OAD , G l INV. OUT= 497.89
L _ U DRIVE / 1 RICH OF o ''_
' UP I Y UP GUY WIRE
� _� a,
Q I LL \---- - _ O 3H j AND ANCHOR
�- - ■ U HO a- HO \ -- �=^ 3H0 -- PFCRF- - - HO 3H0 / l - - -� ) Up I
- SIDEWALK - \ \ ', / CROSS ARM 1 t OCROSS
V J O I O SUPP
S EXISTING MANHOLE
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t S- S _ 1 , INV. IN= 495.86
W J - __ S- - j° ST \ ( J INV. OUT= 495.74
-
-s - - - S- W- -s -- i S _ \ \ "'' 1
Z E I 1 EDGE OF 3
-� EAT SPRIN PAVEMENT -
P STREET
�1P P _ SIGNS TEL r
y - AVEI CONCRETE *SIG
■ I / I FHI / EXISTING -,'- SID _ _ -. GRAVEL \ CROSS POOR , , j
R _ PERMANENT / I I -DRI C OSSING IS AT _ ---� I EXISTING MANHOLE Top EASEt�tEfdT d I , NV IN= 497.31
M�i�oST 14.17 1'� 1
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Q ■ I
PROPOSED MH#7� \ I
N S-fA. 19 +98..76 �yy^ Exisr.
cn \
I / ' EXIANG MANHOLE \ \ ' t rJ0 R/VN " --
N: 9374171501' r•� MASONRY ,y TOP , 505.00 \ 1 , , SIRE
I I CONCRETE E: 2174725.�i3 13u.ILDING I V INV. �= 497.78 1 ` HYDRANT
CON�R SIDEWALK INV. T= 497.73
I
SID EW EXISTING EXISTING MANHOLE '
I CURB
TOP= 4x6.41 CON ACTOR SH LL
EXISTING MANNG�LE PRO 1 TOP= 498.41 ( GUTTER INV. IN= 492.33 E BYPASS`
INV, IN= 488.29 (EAST) INV. OUT= 492.28
INV. IN =488.42 (SOUTH)
INV. IN- 466.,E (WEST) ' ®F PUMPING AS NEC�SS Y EMSTING
I INV: GUT= 4aS,, PROPOSED 70 L. cuRB do
I I
TELEPHONE 30" DIA. X 0.25» THICKNESS\ DURING CONSTRUCTION` GUTTER =
I EXIST. CASING INSTALLEID - -� BOG-_ EXISTING MANHOLE EXISTING MANHOLE
so R w _
I / AND JACKING I INV. IN= 4496.27 STA. 21 -F -31.08 RaGRAVEL O /
I rn INV. OUT= 496.03 BASE
j I N: 937318.51
I E: 2174813.10 ;
APPROXIMATE
BORE PIT
LOCATION
NOTE: QUANTITY AND LOCATION OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY.
EXACT QUANTITIES AND LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
PROPOSED SEWER LINE B
PLAN
60
I INCH = 30 FEET
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR CONSTRUCTION_
PROFILE
SCALE: HORIZ.1 30'
\ /I=RT V= 3'
NO. DATE BY REVISION DESCRIPTION
U
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CALL 1 - 800 -C� 52 -4y4y
N.C. CANE -CALL CENTER
!•
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1 IT'S THE LAW!
s r!
STA. 24 +47.28-
`� -i - -- - -A_ -
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j
N :937412.97
- -_ _ -='- --P. ROPQSED MH #14B
W
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PROPOSED 18" DIP
EXISTING MANHOLE
E: 2175051.42
STA. 27+ 5;67_ - - -'�
__-
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GRAVITY SEWER
TOP= 506.11
INV. IN= 501.61
513
n
APPROXIMATE PROPERTY LINES N: 937603.40
C4
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LINE B
INV. OUT= 501.55
GEOGRAPHIC INFORMATION COUNTY
ABANDON MANHOLE E: 2175233.69
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ENTIRE TRENCH WIDTH INV. ouTffi 503.23
■
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DIP GRAVITY
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-
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SEWER LINE
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AND COVER W/ GASKET AND STAINLESS STEEL
2" LIFTS OF ASPHALT 1' -0 SEE TRENCH DETAIL 1' -0
2' -0" DIA. BOLTS AS SHOWN ON DRAWINGS
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FOR WIDTH
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PAVEMENT THICKNESS
TO MATCH EXISTING GRAVEL SURFACE
�- CONSTRUCT BRICK RISERS AS NECESSARY TO
BRING TOP OF RIM AND COVER TO GRADE.
REMOVE MANHOLE TOP TO
w
EXISTING PA MENT EXISTING PAVEMENT
- r 2 MIN.
EXISTING BASE COURSE EXISTING BASE COURSE
,: PLASTER INSIDE AND OUTSIDE OF BRICK
"
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/ \ l _., ; _
BASE BASE
..
.: X a. RISERS MINIMUM 1/2 THICK.
REPLACE WITH COMPACTED
N
EXISTING COURSE { XISTtNG COURSEt
16 MIN, CABC COMPACTED _
.'
x : '
EARTH FILL
O..q o0
TO 100% STD: .'PROCTOR /
/\ i /. // // ,/ // // , 6 MIN.
TS LIF
" MIN. CABC COMPACTED
/ /� / 8
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\r \ / \ / \ ✓ \ / \ \ / \ / \ \/ TO 100% S R 0 / \ \ / \ \ \� \ \\ \ \ / \/
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ECCENTRIC CONE SECTION MAY VARY IN
a• v w:' VERTICAL HEIGHT
VER WITH SUPPLIER BUT
_
u z °
TACK
\ \ \ \ \\ \ \ \ \�\
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al ::. a
d co '. SHALL BE 2' -8" MIN, AND 4' -0" MAX.
Z
FINISH GRADE — = m. ,_..
; / / ' > ; `> '
x
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EDGE WITH CRS OR CRS II.
�/ / / / / , • •. ... / /�, /�/ ,
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PAVEMENT
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EARTH �/\ '. '� � \ \�;
'° '= ':.� OR CABC AT OPTIMUM
C \ - \ \ MOISTURE COMPACTED 95%
UNDISTURBED
�.• ..'. :' 6 LIFTS OF SUITABLE SOIL
EARTH `` �_
OR CABC AT OPTIMUM
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TINE HOLES SHALL BE FILLED
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MOISTU COM D
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STANDARD PROCTOR
PIPE
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NOTE: vV/
1. TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE. BROOMED
f- 4' -0" VERTICAL PRECAST MANHOLE
o °' COMPONENTS MAY VARY IN VERTICAL
�,�_
EDGE
CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
Lu i HEIGHT WITH SUPPLIER BUT SHAH BE
v `t "-
F
, " "OR
1'T4" MIN. AND 4' -0 MAX.
-
2. EDGES TO BE TACKED WITH EMULSIFIED ASPHALT TACK CRS -I CRS -II.
z
_ STEPS FULL DEPTH OF
ASPHALT DRIVE REPAIR
GRAVEL DRIVE REPAIR
_
t ::. MANHOLE TO BE
'
I �' INSTALLED IN VERTICAL.
NOT TO SCALE
NOT TO SCALE
�
m •: ALIGNMENT ON STRAIGHT •ALL JOINTS BETWEEN PRECAST SECTIONS
REVISION DATE - NOVEMBER 3, 2008
REVISION DATE - NOVEMBER 3, 2008
.:.. SIDE OF MANHOLE. USE
Q (USE SHALL BE SEALED WITH AN APPROVED
RUBBER BOOT STANDARD STEPS AS ::. 5" BITUMINOUS SEALANT OR GASKET AND
T
W/ S.S. SHOWN THIS SHEET.) MORTARED WITH BOTH EXTERIOR AND
> CLAMP • < INTERIOR JOINTS PLASTERED WITH
�. `
, s�
MORTAR.
CONSTRUCT SMOOTH FLOW INVERT BETWEEN
'
•..
\,, FILL MANHOLE WITH
�� nw'„S'�'� -:
1-1/2" ASPHALT SURFACE
PIPES. FORM TO MATCH 2/3 DIAMETER
a OF OUTLET PIPE. SEE INVERT DETAIL
COMPACTED i - CTED CABC
c
COURSE (TYPE SF 9.5A)
2" ASPHALT SURFACE
COURSE (TYPE SF 9.5A)
_._
. PLUG BOTH INVERTS
' '- _
3 „ TYPE 119.OB BITUMINOUS BINDER COURSE
:......
;:. �.`.'�.p ::,:>
_ .: � ; _
WI TH CONCRETE
`'' ► +''''
3 „ TYPE 1 19.08 BITUMINOUS BINDER COURSE
::;; .•
• WATERTIGHT SEAL WITH APPROVED
,.
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r� k
..,
' MATERIAL WATERTIGHT SEAL WITH
MATCH EXISTING 3” C.A.B.C. IN ONE 3” COMPACTED LIFT
MATCH EXISTING
PRO MATERIAL
.:. .:: APPROVED MATE
PAVEMENT
COMPACTED TO 100% COMPACTION — STANDARD
/ r /
/ \/ L.
PAVEMENT 6" C.A.B.C. IN TWO 3" COMPACTED LIFTS
COMPACTED TO 100% COMPACTION — STANDARDV
— — _
v ' `•'
/�A /vV /VA/ /VAA�A�A, RUBBER
�� / /A / /� / /A/ / / /A //� ,/ BOOT
I
EXISTING EXISTING
EXISTING EXISTING �
— - --
MANHOLE BASE SHALL BASE FOUNDATION TO BE CONSTRUCTED LEVEL
BE PRECAST.
r r r r
e - —1
WITH EXISTING MATERIAL OR CONDITIONED WITH
_
STONE AS REQUIRED BY SPECIFICATIONS
- y.
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ELEVATION VIEW
.,.�
BITUMINOUS \ \ / / \ ®
: \ ;,�
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a
TACK COAT " „ " , "
is-on 1 -0 PIPE 1 -0 1 -0
" ,r " , " , "
TACK COAT 1 -0 1 O PIPE 1 -0 1 —O '\
PRECAST MANHOLE NOTES:
MAX. O.D. MAX.
�
MAX. Q.D. MAX.
S
1. ALL PRECAST MANHOLE COMPONENTS SHALL MEET REQUIREMENTS OF ASTM C -478, LATEST REVISION.
A°"""
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ELEVATION VIEW
W ui
Q,
r�
COMPACTED EARTH
NOTE: UPPER TWO FEET OF BACKFILL !/
\% / �/
COMPACTED EARTH
BACKFILL ' %i
/ \ \/
2. ALL MANHOLES SHALL BE CONSTRUCTED PLUMB
3. ALL MANHOLE GRADES SHOWN ON THE PLANS ARE FOR THE INVERT OF THE MANHOLE CENTER,
4. IF IS SET IN LOCATION OF HIGH WATER TABLE UNDERGROUND WATER IS ENCOUNTERED, THE
MANHOLE DEMOLITION AND ABANDONMENT
W
~
V
BACKFILL UNDER ROADS TO r,
BE COMPACTED TO 100% % \�\ /\ /
/ � /
i`%
NOTE. UPPER TWO FEET OF \� \�\
� /i
MANHOLE OR
CONTRACTOR SHALL INSTALL UNDERDRAINS AND STONE AS DIRECTED IN THE FIELD BY THE ENGINEER.
LU
�--
REVISION DATE NOVEMBER 3, 2008
/
\' \ \\
/ / �
BACKFILL UNDER ROADS TO '� \\
5. STEPS SHALL BE INSTALLED ON STRAIGHT SIDE OF MANHOLE.
cc
\
\
/ // // // ,
BE COMPACTED TO 100%
-
G
w
PRECAST CONCRETE MANHOLE
..�
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REVISION DATE - NOVEMBER 3, 2008
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UNDISTURBED EARTH
UNDISTURBED EARTH
[
0
Z
NOTES:
1. EDGE WITH SAW TO NEAT EDGE.
NOTES;
SAW TO A NEAT SQUARED EDGE.
NOTE:
MANHOLES ON PLANS NOTED AS HIGH
VELOCITY MANHOLES SHALL 'RECEIVE TWO
W
D
0
TO BE SAWED A CONCRETE A SQUARED
BROOMED CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
1. EDGE TO BE SAWED WITH A CONCRETE
BROOMED CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
COATS OF SIKAGARD 62, HIGH— BUILD,
EPDXY RESIN COATING OR APPROVED
1/2"
W
2. EDGES TO BE TACKED WITH CRS -1 OR CRS —A.
3. THICKNESS OF CABC STONE, 1 -19.OB BINDER AND SF 9.5A SURFACE
COURSE SHALL MATCH EXISTING CONDITIONS IF GREATER THAN SHOWN ON
2. EDGES TO BE TACKED WITH CRS —I OR CRS -11.
3. THICKNESS OF CABC STONE, 1 -19.013 BINDER AND SF 9.5A SURFACE
COURSE SHALL EXISTING CONDITIONS IF GREATER THAN SHOWN ON
EQUAL ON INVERT CHANNEL.
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DETAILS.
DETAILS:
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4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT
MARKINGS DISTURBED OR COVERED BY OVERLAY.
4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT
MARKINGS DISTURBED OR COVERED BY OVERLAY.
"
1 5/8"
`°'�`
/
8 3/4" _
HALF PLAN OF MANHOLE
TYPICAL PAVEMENT REPAIRS WITH OVERLAY
TYPICAL STREET PAVEMENT REPAIRS
' '/4"
RING & COVES
NOT TO SCALE.
NOT TO SCALE
10
" 1/4"
REVISION DATE — NOVEMBER 3, 20Q8
5/8"
A
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4' -0" MIN.
_
RUBBER BOOT :,
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1/4"
3/4"
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INVERT 2/3
E DIAMETER
PLAN SIDE ELEVATION
4" MIN.
SECTION A °A
MANHOLE COVER
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POLYPROPYLENE
1/2' 1 /4"
PLASTIC
2' -1 1/4"
SECTION A— A
N
3/4" 1' -11 3/4"
ALL PIPES SET SO THAT CENTERLINE
OF PIPE IS RADIAL TO MANHOLE
1 1/2
CENTER.
12" #4 DEFORMED
STEEL ROD
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ELEVATION SECTION A —A
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4 3/8" 2' -0 1/2" .—
FLOW FLOW
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CONSTRUCTION NOTES 1. ALL STEPS SHALL PROTRUDE A MINIMUM OF 5" AND A
,
MAXIMUM OF 7" FROM INSIDE FACE OF STRUCTURE. WALL. 2. STEPS DIFFERING IN
SECTION A--A
�s -•a �
HORIZONTAL AND VERTICAL LOCATION
DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED
MANHOLE RING
a...
PROVIDED THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS OF THE
ISFOR CENTERLINE OF MANHOLE AND MANHOLE SHOWN ON PLANS
S
PROPOSED STEPS AND HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE ENGINEER
ALL INTERSECTING PIPES.
FOR THE USE OF SAID STEPS.
NOTE: TRAFFIC BEARING RING AND COVER.
1/2" MIN.
MINIMUM WEIGHT 315 POUNDS
CONSTRUCT SMOOTH
FLOW INVERT
MANHOLE RING & COVER
PLAN
FINAL DRAWING
NOTE: MANHOLES ON PLANS NOTED AS HIGH VELOCITY MANHOLES
MANHOLE STEPS
REVISION DATE - IUOVEMBER3, 2008
SHEET
SHALL RECEIVE TWO COATS OF SIKAGARD 62, HIGH— BUILD, EPDXY
REVISION DATE - NOVEMBER 3, 2008
RESIN COATING OR APPROVED EQUAL ON INVERT CHANNEL:
FOR REVIEW PURPOSES ONLY
MANHOLE INVERTS
BEFORE YOU DIG!
CALL
=
C501
REVISION DATE - NOVEMBER 3,2008
NOT RELEASED FOR CONSTRUCTION
1 -800- 632 -4949
N.C. ONE -CALL CENTER
ITS THE LAW! NO.
DATE
BY
REVISION DESCRIPTION

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y... ' NOTES•
EXISTING CULVERT PROTECTION � ....- ._ .....:. -.. a ..' - �— .:. - '�• -'4�•-
1 y�
''' MATTING SHALL BE: NORTH 1. FITTING JOINTS SHALL NOT BE POURED IN CONCRETE OR HAVE CONCRETE SPILLED ON
,. WIRE
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REVISION DATE - NOVEMBER 3 2008 Vlf AMERICAN GREEN SC150
`�` y � i - • -• .. f FENCE THE BOLTS OR NUTS. THE FITTING SHALL BE WRAPPED IN A LAYER OF POLYETHYLENE Z
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.. , '• • : , ; '- � •: _ :::...•- :�•: � AMERICAN EXCELSIOR EROSION �� N
PLASTIC PRIOR TO POURING THE THRUST BLOCK,
- y . • :< , . ''.. •':, -.. - -, , ,, -.: • -. ..:. •, .: -..:- y CONTROL BLANKET, OR F TER W .-.
y r W APPROVED EQUAL. 2. ROD AND EYE BOLT DIAMETER SHALL BE A MINIMUM OF 3/4- AND SHALL MATCH THE
FABRIC
EXISTING
.c•'.'•: ''- - •: � `' - �.; - .: •... ...•, .. -,_ :,._ .,�✓ STEEL �% -� SIZE OF THE BOLT PROVIDED WITH THE FITTING.
•. •. ... -: ... - ..,,.. ,.. ,. - y y �v`�t�' / GROUND:.. ; «�rir�afj
,:.,..
.. ...... -�- :.: ... • ,..._ . POST '� // ,� 3. CONTRACTOR SHALL REPLACE FITTING BOLTS WITH THREADED ROD FOR 1 2 OF THE
2 WOODEN AK ::. -.:: `� ►�L N TT1 .� f.
E STAKES. MINIMUM ',. �'�:.. :.:'.: :... :,; - ,..., J. \ BACKFILL TRENCH
• . > . _y .
: •: : `� BOLTS SUPPLIED WITH EACH FITTING. RODS 'SHALL BE EQUALLY SPACED.
OF 4 DOWNSTREAM STAKES s :.:. '' ... -' :. :: ! ... • :...::..:.,. 'V / ; r, e
• \ , ,, AND COMPACT
AND 2 UPSTREAM STAKES
THOROUGHLY
COIR FIBER WATTLE.
MIN. 12" DIA.
co°0
TYPICAL DEADMAN
\ .,�� \\ \\ / \\\ UPSLOPE
\ \ 4 MIN. / ; / REVISION DATE - NOVEMBER 3, 2008
r/ ALLOW 3 MIN. OVERLAP / (DISiU
„ _ \. , w /\ MIN.
r r !\ BETWEEN PARALLEL STRIPS PRESS ENDS OF MATTING 4 INTO ,
\� ` :, p r \ \ , $ MAX. FOR STD.
'
\ , ri r i \ /\ \ OR AS SPECIFIED BY 24" \ / —
/ i / , / 2X2 X2 WOODEN STAKES THE SOIL AROUND STRUCTURES AND 1—°— 4 MAX.
MANUFACTURER, WHICHEVER SECURELY
STRENGTH FABRIC
\� �� \� W/ MIN. OF 4 DOWNSTREAM STAPLE ..,�., __•�
IS GREATER / /
/ / ADDITIONAL. HORIZONTAL BRACE
STAKES AND UPSTREAM /
\! /N STAKES ANGLED TO HOLE A� \ , A \ V [�4g '
AT OPENING
\ \ \\
\ v ;yv colR LOG I PLACE
\\ / � �` N E /, � /v 1. FILTER. BARRIERS SHALL BE INSPECTED
,, IMMEDIATELY AFTER EACH RAINFALL AND
CHANNEL STABILIZATION WITH ITH MATTINL7 / � DAILY DURING PROLONGED RAINFALL..
REPAIR SHALL BE 'MADE AS NECESSARY.
(SMALLDITCHES z FABRIC sHALL BE R
) EPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
INSTALL MATTING IN DITCH . UNDER WATTLE.
12'
(T(P)
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3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH 'STORM EVENT AND WHEN
MIN. 6' UPSTREAM AND 2' DOWNSTREAM
REVISION DATE SEPTEMBER 30, 2013
DEPOSITS REACH APPROXIMATELY 1/3
L
HEIGHT OF BARRIER.
MATTING SHALL BE: NORTH AMERICAN GREEN
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BLANKET OR EQUAL.
SEE OTHER DETAILS FOR MATTING.
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NOTES:
4. REFERENCE NCDENR LAND QUALITY
`
WATTLE SECTION
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1. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS.
IF FOUND TO BE IN DISREPAIR.
12 - 18 MA TO.
MAX. - - -- — _� � . �- LOW POINT.
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3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH 'STORM EVENT AND WHEN
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DEPOSITS REACH APPROXIMATELY 1/3
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HEIGHT OF BARRIER.
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SECTION DESIGN MANUAL: 6 S2.
GROUND
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2. SEE PLAN FOR CHANNEL DIMENSIONS. W
STAKE DETAILS � ALL SILT FENCE NOTES APPLY TO i
SILT FENCE OUTLET V
2 WOODEN STAKES. SEDIMENTATION /SILT FENCE N UJ �C
r� i��
INSTALL MATTING IN DITCH UNDER WATTLE. MINIMUM OF 2 UPSTREAM
V
... SILT FENCE OUTLET
I. STAKES EVENLY SPACED REVISION DATE - NOVEMBER 3 2008
MIN. 6 UPSTREAM AND 2 DOWNSTREAM. - ..
BETWEEN DOWNSTREAM STAKES
SEE OTHER DETAILS FOR MATTING.
AS REQUIRED) ��
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REVISION DATE - NOVEMBER 3, 2008 >""
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' :. ` �. •.. .: -. -- . •: -' ... - - STAINLESS STEEL BOLT: STEEL ENCASEMENT
)\ MASONRY SEAL W
STEEL ENCASEMENT
.. ... AT END OF PIPE
y 0
/
I 'W� 1� COIR FIBER WATTLE,
.L `1G �G y CONSTRUCTION SCHEDULE: for EROSION CONTROL MEASURES \
MIN. 12" DIA.
y � i , BOLT —ON TYPE SKID
a r E EROSION CONTROL PERMIT FROM NCDENR DEMLR W BITUMASTIC PAINT
y 1: CONTRACTOR TO HAVE TH R / "
V / OR STAINLESS STEEL
y RALEIGH REGIONAL OFFICE AND APPROVED PLANS ON SITE. CALL NCDENR,
r,
(9I9) 791 4200 PRIOR TO WORK COMMENCING. APRE- CONSTRUCTION MEETING
=` WITH THE OWNER, ENGINEER AND NCDENR SHALL BE HELD PRIOR TO THE ,
DITCH FLOW / T F ANY WORK.
' '- , / STAR. O
.. .. ..:... �G ACTIVITY .BEGINS. THE
.. - - : - ..... - . .•- - - - aG �G 2. FLAG WORK LIMITS BEFORE .CONSTRUCTION ,
(.
y
-• ... .. -..•.: '.. - , . `/ !� CONTRACTOR" SHALL NOT PERFORM ANY CLEARING BEYOND THE LIMITS
::.:. IN THE EASEMENTS /
,, -.. • ......: -: - -; SHOWN ON THE PLANS, ALL WORK SHALL BE PERFORMED
..
" • - ` -' -` ` ANS AND /OR NCDOT RIGHT OF WAY
,
2X2 X2 " WOODEN STAKES.
MINIMUM OF 4 DOWNSTREAM
STAKES EVENLY SPACED
NOTES:
1. USE COIR FIBER (COCONUT) WATTLE WITH MIN. DIAMETER OF 12 INCHES
2. INSTALL WATTLE IN DITCH ONLY TO A HEIGHT TO PREVENT WASHING
OUT AROUND THE WATTLE AND SCOURING OF DITCH AND SLOPES
WATTLE DETAILS
REVISION DATE NOVEMBER 1, 2012
MAINTENANCE PLAN
1. All erosion and sediment control p ractices shall be checked for stability and operation
following every runoff - producing rainfall but in no ease not less than once every week.
Any needed repairs shall be made immediately to maintain all practices as designed.
2. Sediment shall be removed from behind the silt fence when it becomes about 0.5 feet
deep at the silt fence. The silt fence shall be repaired as necessary to maintain a barrier:
3. All seeded areas shall be fertilized, reseeded as necessary and mulched according to
specifications in the Seeding Specification to maintain a vigorous and dense vegetative
p g p g
cover.
4. Maintain all matting that has been placed on slopes and in ditches. Check for good
ground contact and for the occurrence of any erosion under the matting. Monitor and
repair or replace as necessary.
5. The Contractor shall maintain Self Inspection Reports as required by NCDENR and the
NPDES Construction Stormwater Pen-nit. Self - Inspections are to be conducted after each
phase of the project for the record of the installation and maintenance of the erosion
control measures. For documentation of Self: Inspection reports and NPDES Self-
Monitoring Reports, DWQ and DEMLR developed a combined form. The Self-
Inspection program is separate from the weekly self - monitoring program of the NPDES
Stormwater Permit for Construction Activities. The focus of the self - inspection report is
the installation and maintenance of erosion and sedimentation control measures according
to the approved plan. The inspections should be conducted after each phase of the
project, and continued until permanent ground cover is established. For questions contact
the Raleigh Regional Office at (919) 791 -4200. The form can be accessed at:
http : / /Vortal.ncdenr. org�web /Ir /erosion
i
SHOWN ON THE PL -
3. THE CONTRACTOR SHALL NOT DISTURB ANY AREA FOR LAYDOWN /STAGING
THAT IS NOT WITHIN THE DISTURBED LIMITS. NOTIFY THE ENGINEER AND
NCDENR IF ADDITIONAL AREAS ARE NEEDED OUTSIDE OF THE DISTURBED
LIMITS ' (INCLUDING DISTURBANCE FOR ADDITIONAL EROSION CONTROL
MEASURES). THE CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING GRAVEL
CONSTRUCTION ENTRANCES NECESSARY TO PREVENT TRACKING DIRT AND
.MUD ONTO PUBLIC ROADWAYS, AND ADDITIONAL EROSION CONTROL
MEASURES TO PREVENT SEDIMENT FROM RUNNING OFF THE SITE ONTO
ROADWAYS OR ADJACENT PROPERTIES.
4. INSTALL SILT FENCE AS SH OWN N
ONLY WHAT IS
THE PLANS CLEARING
O ,
NECESSARY TO INSTALL THE SILT FENCE. DO NOT INSTALL SILT FENCE ACROSS
CHANNELS OR AREAS OF CONCENTRATED FLOWS:
5. AS THE UTILITY LINE IS INSTALLED ALONG THE ROADWAY, MATERIALS
EXCAVATED SHALL BE PLACED ON ONE LANE OF THE PAVEMENT, ONE LANE OF
TRAFFIC SHALL BE MAINTAINED AT ALL TIMES, WITH TRAFFIC CONTROL
DEVICES: PRIOR TO PLACEMENT OF SOIL MATERIAL ON PAVED SURFACES, THE
CONTRACTOR SHALL PLACE A ONE INCH LAYER OF CLEAN SAND OR ROCK
SCREENINGS ON THE PAVEMENT. PRIOR TO PLACEMENT OF THE UTILITY LINE,
PLACE SOIL MATERIAL IN TRENCH AND COMPACT PER THE PLANS AND
SPECIFICATIONS.
6. NCDOT ROAD LANE CLOSING AND SHOULDER WORK TRAFFIC CONTROL DEVICES
SHALL BE IN PLACE AS REQUIRED BY NCDOT. CONTRACTOR SHALL BE FAMILIAR
WITH THE NCDOT MAINTENANCE / UTILITY TRAFFIC CONTROL GUIDELINES AND
FOLLOW ALL NECESSARY PROCEDURES.
7. IMMEDIATELY FOLLOWING UTILITY LINE INSTALLATIOIN AND ROUGH GRADING,
INSTALL EXISTING CULVERT PROTECTION AND WATTLES OR CHECK DAMS (SEE
PLANS). ADDITIONAL WATTLES MAY BE REQUIRED.
8, INSTALL PROTECTIVE DRAINAGE STRUCTURES AT ALL EXISTING STORM DRAIN
INLETS WITHIN THE VICINITY OF THE CONSTRUCTION.
T
9. RETURN WATERLINE INSTALLATION AREAS O PRE C ONSTRUCTION CONDITIONS.
SEED /GRASS OR MAT TO PROVIDE STABILIZATION AS THE WORK PROGRESSES.
INSTALL DITCH LINER AS SHOWN AND SEED ALL DISTURBED AREAS PER THE
SPECIFICATIONS. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS
OF UTILITYLINE INSTALLATION.
10. EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING THE ENTIRE
LENGTH OF THE PROJECT AND UNTIL SITE IS STABILIZED. (SEE MAINTENANCE
PLAN.)
11, UPON APPROVAL OF THE ENGINEER AND NCDENR, EROSION CONTROL
MEASURES MAY BE REMOVED. SEED AND STABILIZE ALL AREAS WHERE
MEASURES ARE REMOVED.
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
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ENCASEMENT DETAIL
REVISION DATE - NOVEMBER 3, 2008
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N.C. ONE -CALL CENTER

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- FOUNDATION STONE FOR STANDARD MANHOLE MATCH INVERT TO W
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III 11.1 111 III Ilf _ _ � ._ _
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REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT 1S THE CONTRACTORS III ll 11- LIllil- _ LIT Ili _
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a �- 111 =)11 =III =I I =_ MECHANICALLY TAMPED
SECTION VIEW —
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LENGTH OF THE TRENCH REQUIRING UNDERCUT X 6” DEPTH INCREMENTS TO THE DEPTH REQUIRED.
N CENTERLINE OF INLET PIPING
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rAS DIRECTED BY ENGINEER —II1►1 III 6p�--
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— o' ° ° . , W
NOTES.
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III 11.1 111 III Ilf _ _ � ._ _
RESPONSIBILITY TO BE FILTER - rxISTINC
REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT 1S THE CONTRACTORS III ll 11- LIllil- _ LIT Ili _
Bill = _ = _ —
FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY. — 111_�i�— lt_I11 -111 111FABRC III Ifs I) II� _ _ IN }
CONCRETE BASE
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a �- 111 =)11 =III =I I =_ MECHANICALLY TAMPED
SECTION VIEW —
N 3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE 'II alll�lli „111 =III. III —
LENGTH OF THE TRENCH REQUIRING UNDERCUT X 6” DEPTH INCREMENTS TO THE DEPTH REQUIRED.
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—_III —III III— 4 �, VIII EMERGENCY BY -PASS
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a REVISION DATE - NOVEMBER 3, 2008 I I- 111 - 111 - 111 - -11� _ 1 ` MIN. �,. 1 I 6 BELOW SETTLED °,, p <t w aC W O
—_—_ y�o_1 =11 =111 a - �400oQ w
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It ANCHOR PINS EVERY 3 ALONG NOTE: - REVISION DATE - NOVEMBER 3, 2008
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w
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RIPRAP DITCH
NOT TO SCALE BEFORE YOU DIG!
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rAS DIRECTED BY ENGINEER —II1►1 III 6p�--
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— o' ° ° . , W
NOTES.
— _ _ ,� - MATERIAL OR WITH STONE AS REQUIRED BY SPECIFICATIONS
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GROUND -� ° >. » ':
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1. CONSTRUCTION OF TRENCHES SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SAFETY AND HEALTH ,— _ — _ _ _ _, _ T _ _ _ _ O « ,, ,. ,,° SECTION a ..._ — — —TI 1_I I I_LI L.m.l I ( -1I I_I _ p
III 11.1 111 III Ilf _ _ � ._ _
RESPONSIBILITY TO BE FILTER - rxISTINC
REGULATIONS WHICH HAVE JURISDICTION AT THE PROJECT SITE. IT 1S THE CONTRACTORS III ll 11- LIllil- _ LIT Ili _
Bill = _ = _ —
FAMILIAR WITH THE APPLICABLE REGULATIONS AND FOLLOW THEM ACCORDINGLY. — 111_�i�— lt_I11 -111 111FABRC III Ifs I) II� _ _ IN }
CONCRETE BASE
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a �- 111 =)11 =III =I I =_ MECHANICALLY TAMPED
SECTION VIEW —
N 3. FOR UNIT PRICE CONTRACTS ONLY, PAYMENT FOR FOUNDATION STONE UNDERCUT SHALL BE FOR THE 'II alll�lli „111 =III. III —
LENGTH OF THE TRENCH REQUIRING UNDERCUT X 6” DEPTH INCREMENTS TO THE DEPTH REQUIRED.
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IS NOT ALLOWED IN EITHER
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R APPROVED EQUAL. 21 MIN. QUADRANT ADJOINING THE
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TOP #57 WASHED NCDOT T NE, OR ° ° <e , c, m �y w I
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—_III —III III— 4 �, VIII EMERGENCY BY -PASS
— — — — ° _ EE 1 =1 " STANDARD MANHOLE u- ata I-- co) Q w' z E
a REVISION DATE - NOVEMBER 3, 2008 I I- 111 - 111 - 111 - -11� _ 1 ` MIN. �,. 1 I 6 BELOW SETTLED °,, p <t w aC W O
—_—_ y�o_1 =11 =111 a - �400oQ w
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o MAINTENANCE SCHEDULE: SECTIO 0013 - B��
_ _` �` Z Z o J _ --' ft�ti 1. AT A MINIMUM, TEMPORARY SEDIMENT TRAPS SHALL BE INSPECTED SEWER W
a �1�1' o o1>;� �, �� j�- WEEKLY AND AFTER EACH RAINFALL EVENT GREATER THAN 1/2 INCH. NOTES: PIPE J
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_ ��_���` =��t1 2. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS 1. THIS DETAIL MUS BE USED FOR CONSTRUCTION OF ALL
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DRAINAGE AREA WEIR LENGTki1
WHEN THE SEDIMENT HAS ACCUMULATED TO ONE -HALF THE DESIGN MANHOLES OVER EXISTING SEWER MAINS.
o o -' I �j��i� DEPTH OF THE TRAP. 2. LATERALS 6 AN LARGER SHALL BE CONNECTED AT MANHOLES ONLY.
0 o o �� — =" � (ACRES) (FT.) 3. FLOW SHALL BE AINTAINED DURING CONSTRUCTION. SECTIONAL PLAN
oIi il_�1� 11 3. PLACE THE SEDIMENT THAT 1S REMOVED IN A DESIGNATED DISPOSAL 4. MANHOLE BASE HALL BE CAST IN PLACE. ..
Ir1 1 4.0 AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. j
BURY ENDS J '� i1� ��'ll r 2 8.0 DISPLACED RIP -RAP SHALL BE REPLACED IMMEDIATELY. '°+°"'
0 12" MIN. ��"""��� 11 !� '1 ��a — ��� =�� �� ,,� 3 8.0
11.,, --..I IIi -"�k 18 MINIMUM RIPRAP 4 10'0 4 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCESS WITHIN NEW MANHOLE CONSTRUCTED
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E 5 12.0 LIMITS OF DISTURBED AREA TO ALL SEDIMENT TRAPS FOR MAINTENANCE ♦�
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z FILTER FABRIC 1 DURING CONSTRUCTION AND REMOVAL UPON PROJECT COMPLETION. OVER EXISTING SEWER PIP E
co O OVERLAP EDGES 12" MIN. WITH DIMENSIONS SHOWN ARE MINIMUM ..�.
It ANCHOR PINS EVERY 3 ALONG NOTE: - REVISION DATE - NOVEMBER 3, 2008
z OVERLAP 1. SEE BAFFLE DETAIL FOR BAFFLE INSTALLATION PROCEDURE AND SPACING.
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